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This softawre is based on Standard Data book for analysis of Rates for Road and Bridge Works This Software runs on Microsoft Excel INPUT- Input the usage rates of Plant & Machinery, labour and material as applicable SUMMARY - In this sheet summary of all the rates analysized is presented ANALYSIS- The analysis has been presented in 16 nos. of spread sheets Worksheet- 1 : CHAPTER-1 CARRIAGE OF MATERIALS Worksheet- 2 : CHAPTER-2 SITE CLEARANCE Worksheet- 3 : CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE Worksheet- 4 : CHAPTER-4 SUB-BASES, BASES (NON- BITUMINOUS) AND SHOULDERS Worksheet- 5 : CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS) Worksheet- 6 : CHAPTER-6 CEMENT CONCRETE PAVEMENTS Worksheet- 7 : CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH Worksheet- 8 : CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES Worksheet- 9 : CHAPTER-9 PIPE CULVERTS Worksheet- 10 : CHAPTER-10 MAINTENANCE OF ROADS Worksheet- 11 : CHAPTER-11 HORTICULTURE Worksheet- 12 : CHAPTER-12 FOUNDATIONS Worksheet- 13 : CHAPTER-13 SUB-STRUCTURE Worksheet- 14 : CHAPTER-14 SUPER-STRUCTURE Worksheet- 15 : CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS Worksheet- 16 : CHAPTER-16 REPAIR AND REHABILITATION

(A) Usage Rates of Plant and Machinery Sl. No.

Description of Machine

Activity General Purpose

Output of Machine

Output

Unit

Rate

P&M-001

Air Compressor

capacity in cfm

170/250

hour

input

P&M-002

Batching and Mixing Plant (a) 30 cum Concrete Mixing capacity

cum/hour

20

hour

input

P&M-003

Batching and Mixing Plant (b) 15 - 20 Concrete Mixing cum capacity

cum/hour

13

hour

input

P&M-004

Bitumen Pressure Distributor

Applying bitumen tack coat

sqm/hour

1750

hour

input

P&M-005

Bitumen Spraying

P&M-008

Bitumen Boiler oil fired Concrete Paver Finisher with 40 HP Motor Concrete Pump of 45 & 30 cum capacity Concrete Bucket

P&M-009

Concrete Mixer (a) 0.4/0.28 cum

P&M-010

Concrete Mixer (b) 1 cum

P&M-011

Crane (a) 80 tonnes

P&M-012

capacity in litre

1500

hour

input

Paving of concrete surface

cum / hour

20

hour

input

Pumping of concrete

cum / hour

33 / 22

hour

input

For Pouring concrete

capacity in cum

1

hour

input

Concrete Mixing

cum/hour

2.5

hour

input

Concrete Mixing

cum/hour

7.5

hour

input

Lifting Purpose

hour

input

Cranes b) 35 tonnes

Lifting Purpose

hour

input

P&M-013

Cranes c) 3 tonnes

Lifting Purpose

hour

input

P&M-014

Dozer D - 80 - A 12

Spreading /Cutting / Clearing

cum/hour

300/ 150/250

hour

input

P&M-015

Dozer D - 50 - A 15

Spreading /Cutting / Clearing

cum/hour

200/ 120/150

hour

input

P&M-016

Applying emulsion tack coat Soil loading / Aggregate loading Genration of electric Energy

sqm/hour

1750

hour

input

cum/hour

60 /25

hour

input

P&M-018

Emulsion Pressure Distributor Front End loader 1 cum bucket capacity Generator (a) 125 KVA

KVA

100

hour

input

P&M-019

Generator( b) 63 KVA

Genration of electric Energy

KVA

50

hour

input

P&M-020

GSB Plant 50 cum

Producing GSB

cum/hour

40

hour

input

P&M-021

Hotmix Plant - 120 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

40

hour

input

P&M-022

Hotmix Plant - 100 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

30

hour

input

P&M-023

Hotmix Plant - 60 to 90 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

25

hour

input

P&M-024

Hotmix Plant - 40 to 60 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

17

hour

input

P&M-025

Hydraulic Chip Spreader

Surface Dressing

sqm/hour

1500

hour

input

P&M-026

Soil Ordinary/Soil Marshy / Soil Hydraulic Excavator of 1 cum bucket Unsuitable

cum/hour

60 /60 /60

hour

input

P&M-027

Integrated Stone Crusher 100THP

Crushing of Spalls

TPH

100

hour

input

P&M-028

Integrated Stone Crusher 200 HP

Crushing of Spalls

TPH

200

hour

input

P&M-029

Kerb Casting Machine

Kerb Making

Rm/hour

80

hour

input

P&M-030

Mastic Cooker

Mastic Wearing coat

capacity in tonne

1

hour

input

P&M-031

Mechanical Broom Hydraulic

Surface Cleaning

sqm/hour

1250

hour

input

P&M-032

Motor Grader 3.35 mtr blade

Clearing /Spreading /GSB /WBM

cum/hour

200/200/50/50

hour

input

P&M-033

Mobile slurry seal equipment

Mixing and laying slurry seal

sqm/hour

2700

hour

input

P&M-034

Paver Finisher Hydrostatic with sensor Paving of DBM/ BM/SDC/ control 100 TPH Premix

cum/hour

40

hour

input

P&M-035

Paver Finisher Mechanical 100 TPH

Paving of WMM /Paving of DLC

cum/hour

40/30

hour

input

P&M-036

Piling Rig with Bantonite Pump

0.75 m dia to 1.2 m dia Boring attachment

Rm/hour

2 to 3

hour

input

P&M-037

Pneumatic Road Roller

Rolling of Asphalt Surface

cum/hour

25

hour

input

P&M-038

Pneumatic Sinking Plant

Pneumatic Sinking of wells

cum/hour

1.5 to 2.00

hour

input

P&M-039

Pot Hole Repair Machine

Repair of potholes

cum/hour

4

hour

input

P&M-040

Prestressing Jack with Pump & access Stressing of steel wires/stands

hour

input

P&M-041

Ripper

Scarifying

cum/hour

60

hour

input

P&M-042

Rotavator

Scarifying

cum/hour

25

hour

input

P&M-043

Road marking machine

Sqm/hour

100

hour

input

P&M-044

Smooth Wheeled Roller 8 tonne

cum/hour

70/25

hour

input

P&M-045

Tandem Road Roller

Road marking Soil Compaction /BM Compaction Rolling of Aspalt Surface

cum/hour

30

hour

input

Tipper - 5 cum

Transportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

5.5

km

input

Tipper - 5 cum

Transportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

5.5

Tipper - 5 cum

Transportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

5.5

P&M-006 P&M-007

P&M-017

P&M-046 P&M-047 P&M-048

Page 1 of 346

tonne.km input hour

input

P&M-049

Transit Mixer 4.0/4.5 cum

Transportation of Concrete Mix to site

cum/hour

4.5

P&M-050

Transit Mixer 4/4.5 cum

Transportation of Concrete Mix to site

cum/hour

4.5

Transit Mixer 3.0 cum

Transportation of Concrete Mix to site

cum/hour

3

P&M-052

Transit Mixer 3.0 cum

Transportation of Concrete Mix to site

cum/hour

3

P&M-053

Tractor

Pulling

capacity in HP

50

P&M-054

Tractor with Rotevator

Rate of Tractor + Rotevator

P&M-055

Tractor with Ripper

Rate of Tractor 6+ Ripper

P&M-056

Truck 5.5 cum per 10 tonnes

Material Transport

capacity/cum

4.5

P&M-057

Truck 5.5 cum per 10 tonnes

Material Transport

capacity/cum

4.5

P&M-058

Truck 5.5 cum per 10 tonnes

Material Transport

capacity/cum

4.5

P&M-059

Vibratory Roller 8 tonne

Earth or soil / GSB / WBM

cum/hour

100/60/60

hour

input

P&M-060

Water Tanker

Water Transport

capacity in KL

6

hour

input

P&M-061

Water Tanker

Water Transport

capacity in KL

6

km

input

P&M-062

Wet Mix Plant 60 TPH

Wet Mix

cum/hour

25

hour

input

P&M-051

Sl. No.

hour

input

tonne.km input hour

input

tonne.km input hour

input

hour

input

hour

input

km

input

hour

input

tonne.km input

Description of Machine

Unit

P&M-063

Air compressor with pneumatic chisel attachment for cutting hard clay.

hour

input

P&M-064

Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour

hour

input

P&M-065

Belt conveyor system

hour

input

P&M-066

Boat to carry atleast 20 persons

hour

input

P&M-067

Cement concrete batch mix plant @ 175 cum per hour (effective output)

hour

input

P&M-068

Cement concrete batch mix plant @ 75 cum per hour

hour

input

P&M-069

Cold milling machine @ 20 cum per hour

hour

input

P&M-070

Crane 5 tonne capacity

hour

input

P&M-071

Crane 10 tonne capacity

hour

input

P&M-072

Crane 15 tonne capacity

hour

input

P&M-073

Crane 20 tonne capacity

hour

input

P&M-074

Crane 40 T capacity

hour

input

P&M-075

Crane with grab 0.75 cum capacity

hour

input

P&M-076

Compressor with guniting equipment along with accessories

hour

input

P&M-077

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.

hour

input

P&M-078

Epoxy Injection gun

hour

input

P&M-079

Generator 33 KVA

hour

input

P&M-080

Generator 100 KVA

hour

input

P&M-081

Generator 250 KVA

hour

input

P&M-082

Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.

hour

input

P&M-083

Joint Cutting Machine with 2-3 blades (for rigid pavement)

hour

input

P&M-084

Jack for Lifting 40 tonne lifting capacity.

day

input

P&M-085

Piling rig Including double acting pile driving hammer (Hydraulic rig)

hrs

input

P&M-086

Plate compactor

hour

input

P&M-087

Snow blower equipment 140 HP @ 600 cum per hour

hour

input

P&M-088

Texturing machine (for rigid pavement)

hour

input

P&M-089

Truck Trailor 30 tonne capacity

hour

input

P&M-090

Truck Trailor 30 tonne capacity

Rate

t.km

input

P&M-091

Tunnel Boring machine

hour

input

P&M-092

Vibrating Pile driving hammer complete with power unit and accessories.

hour

input

P&M-093

Wet Mix Plant 100 TPH

hour

input

P&M-094

Wet Mix Plant 75 TPH

input

Page 2 of 346

(B) Labour Sl. No.

Description of Labour

Unit

Rate

L-01

Blacksmith (IInd class)

day

input

L-02

Blacksmith (Ist class)/ Welder/ Plumber/ Electrician

day

input

L-03

Blaster (Stone cutter)

day

input

L-04

Carpenter I Class

day

input

L-05

Chiseller (Head Mazdoor)

day

input

L-06

Driller (Jumper)

day

input

L-07

Diver

day

input

L-08

Fitter

day

input

L-09

Mali

day

input

L-10

Mason (IInd class)

day

input

L-11

Mason (Ist class)

day

input

L-12

Mate / Supervisor

day

input

L-13

Mazdoor

day

input

L-14

Mazdoor/Dresser (Semi Skilled)

day

input

L-15

Mazdoor/Dresser/Sinker (Skilled)

day

input

L-16

Medical Officer

day

input

L-17

Operator(grouting)

day

input

L-18

Painter I class

day

input

L-19

Para medical personnel

day

input

(C) Materials Sl. No.

Description

Unit

Rate

M-001

Stone Boulder of size 150 mm and below at Cruser Plant

cum

input

M-002

Supply of quarried stone 150 - 200 mm size for Hand Broken at site

cum

input

M-003

Boulder with minimum size of 300 mm for Pitching at Site

cum

input

M-004

Coarse sand at Mixing Plant

cum

input

M-005

Coarse sand at Site

cum

input

M-006

Fine sand at Site

cum

input

M-007

Moorum at Site

cum

input

M-008

Gravel/Quarry spall at Site

Cum

input

M-009

Granular Material or hard murrum for GSB works at Site

Cum

input

M-010

Granular Material or hard murrum for GSB works at Mixing Plant

Cum

input

M-011

Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant

Cum

input

M-012

Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) Page 3 of 346

Cum

input

Description

Unit

Rate at Plant Rate at Site (HMP/Batc hing)

Sr No 1.1

1.4

1.4(I)

Ref. to MoRTH Spec.

Description

Unit

Loading and unloading of stone boulder / stone aggregates / sand / kanker tipper / moorum. Placing at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return Unit : trip cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point ii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour iii) Maneuvering, reversing, dumping and turning for return iv) Waiting time, unforeseen Total a) Machinery Tipper 5.5 tonnes capacity Front end-loader 1 cum bucket capacity @ 25 cum/hour b) Overheads @ input on (a) c) Contractors profit @ input on (a+b) Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/ 5.5 Note Unloading will be by tipping. Cost of Haulage Excluding Loading and Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unit : t.km Taking output 10 tonnes load and lead 10 km = 100 t.km Case I Surfaced Road Speed with load : 25 km / hour. Speed while Returning empty : 35 km / a) Machinery. i) Tipper 10 tonne capacity Time taken for onward haulage with Time taken for empty return trip. b) Overheads @ input on (a) c) Contractors profit @ input on (a+b) cost for 100 t km = a+b+c Rate per t.km = (a+b+c)/100

Remark QuantityRate Rs Cost Rs s/ Input ref.

1 Min 13 Min 2 Min 4 Min 20 Min hour hour

0.330 input 0.330 input

say

hour hour

0.400 input 0.290 input

say 1.4(II)

Case II Unsurfaced Gravelled Road Speed with load : 20 km / hour Speed for empty return trip : 30 km / hour a)Machinery Tipper 10 tonnes capacity Time taken for onward hanlage with Time taken for empty return trip b) Overheads @ input on (a) c) Contractors profit @ input on (a+b)

Page 4 of 346

hour hour

0.500 input 0.330 input

#VALUE! #VALUE!

P&MP&M017

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

P&MP&M-

#VALUE! #VALUE! #VALUE! #VALUE!

P&MP&M-

Cost for 100 t .km = a+b+c Rate per t.Km = (a+b+c)/100 say 1.4(III) Case III Katcha Track and Track in river bed / nallah bed and choe bed. Speed with load : 10 km / hour Speed while returning empty : 15 km / a) Machinery I) Tipper 10 tonnes capacity Time taken for onward haulage Time taken for empty return trip b) Overheads @ input on (a) c) Contractors profit @ input on (a+b) Cost for 100 t .km = a+b+c Rate per t.Km = (a+b+c)/100

hour hour

1.000 input 0.670 input

say 1.5

#VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

P&MP&M-

Hand Broken Stone Aggregates 63 mm nominal Supply ofsize quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) and stacking as directed Unit : cum Taking output = 1 cum a)

b)

Labour Mate

day

0.060 input

#VALUE!

L-12

Mazdoor

day

1.500 input

#VALUE!

L-13

cum

1.100 input

#VALUE! M-002

Material

Supply of quarried stone 150 - 200 mm c) size Overheads @ input on (a+b)

#VALUE!

d) Contractors profit @ input on (a+b+c) Rate per cum = a+b+c+d

#VALUE! #VALUE! say

1.6

#VALUE!

Crushing of stone aggregates 13.2 mm nominal size. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone of 13 mm nominal size. Unit :aggregates cum Taking Output = 600 cum at crusher a) Labour Mate Mazdoor Skilled Mazdoor including breaking of any b) Material Stone Boulder of size 150 mm and c) Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity d) Overheads @ input on (a+b+c)

Page 5 of 346

day day day

0.760 input 2.000 input 17.000 input

#VALUE! #VALUE! #VALUE!

cum

800.000 input

Hour

6.000 input

#VALUE!

Hour Hour

20.000 input 20.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-14 L-13

#VALUE! M-001 P&M028 P&MP&M-

e) Contractors profit @ input on Cost for 600 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)*0.95/600 say Note

#VALUE! #VALUE! #VALUE! #VALUE!

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 95% of above cost will be attributed to the production of 600 cum of stone chips of 13.2 mm size and balance 5% to the production of stone dust which comes out as aThe by-product. 3. integrated stone crusher includes primary and secondary crushing units.

1.7

Crushing of stone aggregates 20 mm Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size. Unit : cum Taking Output = 670 cum at crusher a) Labour Mate Mazdoor Skilled Mazdoor including breaking of any size b) Material Stone Boulder of size 150 mm and c) Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity d) Overheads @ input on (a+b+c) e) Contractors profit @ input on Cost for 670 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)*0.90/670

day day day

0.760 input 2.000 input 17.000 input

cum

800.000 input

Hour

6.000 input

#VALUE!

Hour Hour

20.000 input 20.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

say Note

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 20 and 40 90% mm. of above cost will be attributed to 2. the production of 670 cum of stone aggregates of 20mm size and balance 10% will be for smaller size aggregates and stone which stone comescrusher out asincludes a by3. The dust integrated primary and secondary crushing units.

1.8

Crushing of stone aggregates 40 mm Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size. Unit : cum Taking Output = 750 cum at crusher a) Labour

Page 6 of 346

#VALUE! #VALUE! #VALUE!

L-12 L-14 L-13

#VALUE! M-001 P&M028 P&MP&M-

Mate Mazdoor Skilled Mazdoor b) Material Stone Boulder of size 150 mm and c) Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity d) Overheads @ input on (a+b+c) e) Contractors profit @ input on Cost for 750 cum = (a+b+c+d+e)x0.85 Rate per cum = (a+b+c+d+e)x0.85/750

day day day

0.760 input 2.000 input 17.000 input

cum

800.000 input

Hour

6.000 input

#VALUE!

Hour Hour

20.000 input 20.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

say Note

5.9

510

#VALUE! #VALUE! #VALUE!

L-12 L-14 L-13

#VALUE! M-001 P&M028 P&MP&M-

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 85% of above cost will be attributed to the production of 750 cum of stone aggregates of 40mm size and balance 15% will be for smaller size aggregates and stone which stone comescrusher out asincludes a by3. The dust integrated primary and secondary crushing units. Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller Unit = sqm Taking output = 9000 sqm Case -1:-19 mm nominal chipping size a)

b)

Labour Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

9.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

7.200 input

#VALUE!

hour

7.200 input

#VALUE!

P&M031 P&M-

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chipend spreader Front loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Bitumen pressure distributor

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Machinery

Smooth wheeled roller 8-10 tonne c) weight Material [email protected] 1.20 kg per sqm Crushed stone chipping,19 mm nominal size @ 0.015 cum per sqm d) Overheads @ input on (a+b+c) e) Contractors profit @ input on (a+b+c+d)

Page 7 of 346

001 P&M025 P&M048 P&M017 P&M004 P&M044

tonne 10.800 input

#VALUE! M-074

cum 135.000 input

#VALUE! M-053 #VALUE! #VALUE!

Cost for 9000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/9000

#VALUE! say

#VALUE!

Case - II13 mm nominal size chipping a)

b)

c)

Labour Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

9.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

7.200 input

#VALUE!

hour

7.200 input

#VALUE!

P&M031 P&M-

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chipend spreader Front loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Bitumen pressure distributor @ 1750 sqm per hour Vibratory roller 8-10 tonne weight

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne

9.000 input

#VALUE! M-074

cum 90.000 input

#VALUE! M-052

Machinery

Material [email protected] 1.00 kg per sqm

Crushed stone chipping,13 mm nominal size @ 0.01 cum per sqm d) Overheads @ input on (a+b+c)

5.15

516

004 P&M059

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 9000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/9000

#VALUE!

#VALUE! say

Note

001 P&M025 P&M048 P&M017 P&M-

#VALUE!

1.Where the proposed aggregate fails to pass the stripping test, an approved adhesion agent may be added to the binder as per clause 510.2.4. Alternatively, chips may be pre-coated per clause 2.Input for the as second coat,510.2.5 where required, will be the same as per the Ist coat mentioned above Slurry Seal

Providing andlaying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and Case I 5 mm thickness Unit = sqm Taking output = 16000 sqm (80 cum) Taking density of 2.2 tonnes per cum, weight of mix = 264 tonnes weight of mix = 176 tonnes a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Machinery

Page 8 of 346

c)

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment,bitumen emulsion and filler. tyred roller with individual Pneumatic wheel load not exceeding 1.5 tonnes Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

6.000 input

#VALUE!

hour

2.000 input

#VALUE!

P&M037 P&M060

Material Residual Binder @ 11 % of mix 80 x 2.2 x 0.11 Fine aggregate 4.75 mm and below 87 % of total mix,80 x 2.2 x 0.87 = 153.12 tonnes. Taking density1.5,= 153.12/1.5 = 102.08 Filler @ 2 cum % of total mix = 80 x 2.2 x 0.02 Cost of water

d)

P&M031 P&M001 P&M033 P&M-

tonne 19.360 input

#VALUE! M-077

cum 102.080 input

#VALUE! M-005

tonne

3.520 input

#VALUE! M-188

KL 12.000 input

#VALUE! M-189

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 16000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/16000

#VALUE!

#VALUE! say

#VALUE!

Case II 3 mm thickness Unit = sqm Taking output = 20000 sqm (60 cum) a)

b)

c)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment,bitumen emulsion and filler Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

2.000 input

#VALUE!

P&M060

Machinery

Material Residual Binder @ 13 % of mix = 60 x 2.2 0.13 Finexaggregate 3 mm and below 85 % of total mix, 60x 2.2 x 0.85 = 112.2 tonnes. density Filler @ Taking 2 % of total mix1.5, =60x 2.2 x 0.02 Cost of water

d)

tonne 17.160 input

#VALUE! M-077

cum 74.800 input

#VALUE! M-005

tonne

2.640 input

#VALUE! M-188

KL 12.000 input

#VALUE! M-189

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 30000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/20000

#VALUE!

#VALUE! say

Page 9 of 346

001 P&M033 P&M-

#VALUE!

Case III 1.5 mm thickness Unit = sqm Taking output = 24000 sqm (36 cum) a)

b)

c)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment,bitumen emulsion and filler. Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

2.000 input

#VALUE!

P&M060

Machinery

Material Residual Binder @ 16 % of mix, 36 x 2.2 x 0.16 Fine aggregate 2.36 mm and below,82 % of total mix,36x 2.2 x 0.82 = 64.94 tonnes. Taking density 1.5 Filler @ 2 % of total mix = 36x 2.2 x 0.02 Cost of water

d)

tonne 12.670 input

#VALUE! M-077

cum 43.300 input

#VALUE! M-022

tonne

1.580 input

#VALUE! M-188

KL 12.000 input

#VALUE! M-189

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 24000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/24000

#VALUE!

#VALUE! say

Note

5.17

518

001 P&M033 P&M-

#VALUE!

1.Tack coat, if required to be provided, before laying slurry seal may be measured and paid separately Fog Spray Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous Unit = sqm Taking output = 10500 sqm a)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen emulsion pressure distributor @ 1750 sqm per hour c) Material

tonne

6.000 input

#VALUE!

tonne

7.880 input

#VALUE! M-077

b)

Machinery

Bitumenemulsion @ 0.75 kg per sqm d)

Overheads @ input on (a+b+c)

e) Contractors profit @ input on (a+b+c+d)

Page 10 of 346

#VALUE! #VALUE!

001 P&M004

Cost for 10500 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! say

#VALUE!

1.In case it is decided by the engineer to blind the fog spray, the following may be added a) Labour

c)

Mate

day

0.160 input

#VALUE!

L-12

Mazdoor for precoating of grit

day

4.000 input

#VALUE!

L-13

Material Crushed stone grit 3 mm size @ 3.75 kg per sqm Bitumenemulsion for precoating grit @

cum 26.250 input tonne

0.790 input

#VALUE! M-024 #VALUE! M-077

2 % of grit,39.38 x 0.02 #VALUE! #VALUE! say 5.21

522

#VALUE!

Crack Prevention Courses

Case - I Stress Absorbing Membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates Unit = sqm Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

tonne

9.450 input

#VALUE! M-078

cum 105.000 input

#VALUE! M-050

Machinery

Material Modified binder Crushed stone aggregates 5.6 mm size

d)

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e

#VALUE! #VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! say

Page 11 of 346

#VALUE!

001 P&M004 P&M025 P&M044

Case II

Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfem capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

Machinery

Material Modified binder Crushed stone chipping 11.2 mm size

d)

001 P&M004 P&M025 P&M044

tonne 11.550 input

#VALUE! M-078

cum 105.000 input

#VALUE! M-051

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE!

#VALUE! say

#VALUE!

Case III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50laying % Providing and a single coatn of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm Taking output = 10500 sqm a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfem capacity

001

Page 12 of 346

c)

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

Material Modified binder Crushed stone aggregates 11.2 mm size

d)

P&M004 P&M025 P&M044

tonne 15.750 input

#VALUE! M-078

cum 126.000 input

#VALUE! M-051

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e

#VALUE! #VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! say

#VALUE!

Case IV Case - IV : Bitumen Impregnated Geotextile Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause Unit = sqm Taking output = 3500 sqm a)

b)

Labour Mate

day

0.560 input

#VALUE!

L-12

Mazdoor

day 12.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

hour

2.800 input

#VALUE!

P&M031 P&M-

Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfem capacity Bitumen pressure distributor @ 1750 sqm per hour Pneumatic roller

c)

2.800 input

#VALUE!

2.000 input

#VALUE!

hour

2.000 input

#VALUE!

tonne

3.680 input

#VALUE! M-075

sqm

### input

#VALUE! M-108

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/3500

#VALUE!

#VALUE! say

8.3

001 P&M004 P&M037

Material Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm Geotextile including 10 % for overlaps

d)

hour tonne

NOTE As bitumen overlay construction shallfollow closely the fabric placement on the same day, an output of 3500 sqm only has been considered for the analysis which will cover a length of 500 m, of 7 m widecarriagway. This can be conveniently overlaid by a bitumenious course in aand dayfigures of any Printing new letter 801 shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade ii) English and Roman

Page 13 of 346

#VALUE!

Hyphens and the like not to be measured and paid Detail forfor100 letters of 16 cm height. i.e.1600 cm Unit = per cm height per letter a) Labour Mate

day

0.07

input #VALUE!

Painter Ist class

day

1.25

input #VALUE!

Mazdoor

day

0.50

input #VALUE!

Litre

0.50

input #VALUE!

b) Material Paint

8.8

803

c) Overheads @ input on (a+b)

#VALUE!

d) Contractors profit @ input on (a+b+c)

#VALUE!

Cost for 1600 cm = a+b+c+d Rate per cm height per (a+b+c +d)/1600

#VALUE!

letter =

#VALUE! say #VALUE!

Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Unit = sqm Taking output = 40 sqm a) Labour Mate

day

0.12

input #VALUE!

Painter

day

2.00

input #VALUE!

Mazdoor

day

1.00

input #VALUE!

Litre

6.00

input #VALUE!

b) Material Paint conforming to requirement of clause 803.3. Add for scaffolding @ 1% of labour cost where required c) Overheads @ input on (a+b)

#VALUE! #VALUE!

d) Contractors profit @ input on (a+b+c)

#VALUE!

Cost for 40 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/40

#VALUE! say #VALUE!

8.9

803

Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a) Labour Mate

day

0.03

input #VALUE!

Painter

day

0.45

input #VALUE!

Mazdoor

day

0.25

input #VALUE!

Litre

1.25

input #VALUE!

b) Material Paint ready mixed approved brand. Add @ 1% on cost of material for scaffolding c) Overheads @ input on (a+b)

Page 14 of 346

#VALUE! #VALUE!

d) Contractors profit @ input on (a+b+c)

#VALUE!

Cost for 10 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/10

#VALUE! say #VALUE!

12.6

Sub- Cement mortar1:3 (1cement :3 sand) analysi s (A) Unit = 1 cum Taking output = 1 cum a) Materials Cement Sand b) Labour Mate Mazdoor Total Material and Labour = (a+b) Sub- Cement mortar1:2 (1cement :2 sand) analysi s (B) Unit = 1 cum Taking output = 1 cum a) Materials Cement Sand b) Labour Mate Mazdoor Total Material and Labour = (a+b)

12.7

Sub- Cement mortar1:6 (1cement :6 sand) analysi s (D) Unit = 1 cum Taking output = 1 cum a) Materials Cement Sand b) Labour Mate Mazdoor Total Material and Labour = (a+b) 1400 Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Unit = cum Taking output = 5 cum (A) Square Rubble Coursed Rubble Masonry (first sort) a) Material Stone Through and bond stone (35no.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis)

Page 15 of 346

MT cum

0.51 1.05

input #VALUE! input #VALUE!

day day

0.04 0.90

input #VALUE! input #VALUE! #VALUE!

MT cum

0.67 0.93

input #VALUE! input #VALUE!

day day

0.04 0.90

input #VALUE! input #VALUE! #VALUE!

MT cum

0.29 1.20

input #VALUE! input #VALUE!

day day

0.04 0.90

input #VALUE! input #VALUE! #VALUE!

cum each

5.50 35.00

cum

1.50

input #VALUE! M-169 input #VALUE! M-182 ### #VALUE!

Item 12.6 (A)

b)

Labour Mate Mason Mazdoor c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 5 cum = a+b+c+d Rate per cum (a+b+c+d)/5

day day day

1405.3 B) Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a) Material Stone cum Through and bond stone Nos (35nos.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in item 12.6 A)cum b) Labour Mate day Mason day Mazdoor day c) Overheads @ input on (a+b) d) Contractors profit @ input on (a+b+c) Cost for 5 cum = a+b+c+d Rate per cum (a+b+c+d)/5

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.50 35.00

input #VALUE! input #VALUE!

1.55

### #VALUE!

0.62 6.00 9.00

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.50 35.00

input #VALUE! input #VALUE!

1.55

### #VALUE!

0.62 6.00 9.00

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

@

12.7 (Add)

The labour already considered in cement mortar has been taken into account while proposing labour for masonry works. 1400 Stone masonry work in cement mortar 1:6 in foundation complete as drawing and Technical Specification Unit = cum Taking output = 5 cum 1405.3 B) Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a) Material Stone cum Through and bond stone Nos (35nos.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in item 13.6 D)cum b) Labour Mate day Mason day Mazdoor day c) Overheads @ input on (a+b) d) Contractors profit @ input on (a+b+c) Cost for 5 cum = a+b+c+d Rate per cum (a+b+c+d)/5

0.66 7.50 9.00

@

The labour already considered in cement mortar has been taken into account while proposing labour for masonry works.

Page 16 of 346

L-12 L-11 L-13

12.8

1500, Plain/Reinforced cement concrete in 1700 & open foundation complete as per 2100 drawing and technical specifications A PCC Grade M15 Unit = cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 63 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 4% on cost of concrete i.e.cost of material, labour and machinery e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/15 Nedle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete 12.8 B PCC Grade M20 works. Unit : cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 C RCC Grade M20 Unit = cum Case I Using concrete mixer Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate

4.13 6.75 8.10 4.05 1.35

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note

Page 17 of 346

MT cum cum cum cum

5.16 6.75 5.40 5.40 2.70

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

day day day

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour

6.00 6.00 ###

input #VALUE! input #VALUE!

MT cum cum

5.21 6.75 8.10

input #VALUE! input #VALUE! input #VALUE!

10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II With Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement MT Coarse Sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Lead beyond 1 km, L-lead in km T-km Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 4% on cost of concrete i.e.cost of material, labour and machinery e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) Cost for 120 cum = a+b+c+d+e+f Rate per cum = ( a+b+c+d+e+f )/120 12.8

PCC Grade M25 Unit = cum Case I Using concrete Mixer Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

5.40

input #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE!

41.66 54.00 64.80 43.20

input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6 ###

input input input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

D

Page 18 of 346

MT cum cum cum cum

5.99 6.75 5.40 5.40 2.70

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

day day day

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour

6.00 6.00 ###

input #VALUE! input #VALUE!

Case II With Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 3.75% of cost of concrete i.e.cost of material, labour and machinery e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120 12.8

RCC Grade M25 Unit = cum Case I Using concrete Mixer Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II With Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate

47.95 54.00 43.20 43.20 21.60

input input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

### #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

E

Page 19 of 346

MT cum cum cum

6.05 6.75 8.10 5.40

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

day day day

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour

6.00 6.00 ###

input #VALUE! input #VALUE!

MT cum cum cum

48.38 54.00 64.80 43.20

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity 1 cum hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 F PCC Grade M30 Unit = cum Case I Using Concrete Mixer Taking output = 15 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 G RCC Grade M30

Page 20 of 346

193.52

input #VALUE!

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6.00 ###

6.08 6.75 5.40 5.40 2.70

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE!

48.60 54.00 43.20 43.20 21.60

input input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6.00 ###

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 H RCC Grade M35 Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

Page 21 of 346

6.10 6.75 8.10 5.40

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE!

48.80 54.00 64.80 43.20

input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6.00 ###

6.33 6.75 8.10 5.40

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE!

Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit ; cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 3% on cost of concrete i.e.cost of material, labour and machinery e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120

50.64 54.00 64.80 43.20 202.56 0.84 3.00 18.00 6.00 6.00 6.00 15.00 300L 6.00 ###

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! #VALUE!

Rate per cum (a+b+c+d)/120 Note: Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers @ 0.4% of weight of cement may be added for achieving desired slump of concrete. 12.11

input input input input input

1200, Plain/Reinforced cement concrete, in 1500 & well foundation complete as per 1700 drawing and technical specification C

Bottom Plug Concrete to be placed using tremie pipe Case I Using Concrete Mixer (i) PCC Grade M20 Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixer b) Labour Mate Mason

Page 22 of 346

MT cum cum cum cum Kg

5.55 6.75 5.40 5.40 2.70 18.60

day day

0.90 1.50

input input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE!

Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Light Crane 3 tonnes capacity for hour handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Note 10% extra cement may be added where under water concreting is involved. Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit ; cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) (ii)

20.00

input #VALUE!

6.00 6.00 6.00

input #VALUE! input #VALUE! input #VALUE!

###

44.40 54.00 64.80 43.20 148.80 0.88 3.00 18.00 6.00 6.00 6.00 15.00 300L

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

6.00 ###

input #VALUE!

MT cum cum cum cum Kg

5.99 6.75 5.40 5.40 2.70 21.60

input input input input input input

day day day

0.90 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

input #VALUE! input #VALUE! input #VALUE!

PCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixer b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

Page 23 of 346

###

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) (iii) PCC Grade M30 Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixer b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixer b) Labour

Page 24 of 346

47.88 54.00 64.80 43.20 172.80 0.88 3.00 18.00 6.00 6.00 6.00 15.00 300L

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

6.00 ###

input #VALUE!

MT cum cum cum cum Kg

6.08 6.75 5.40 5.40 2.70 21.60

input input input input input input

day day day

0.90 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

input #VALUE! input #VALUE! input #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

###

MT cum cum cum Kg

48.64 54.00 64.80 43.20 172.80

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) (iv) PCC Grade M35 Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Light Crane of 3 tonnes capacity for hour handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour

Page 25 of 346

0.88 3.00 18.00 6.00 6.00 6.00 15.00 300L

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

6.00 ###

input #VALUE!

6.29 6.75 5.40 5.40 2.70 21.60

input input input input input input

0.90 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00

input #VALUE! input #VALUE! input #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

###

50.28 54.00 64.80 43.20 172.80 0.88 3.00 18.00 6.00 6.00 6.00 15.00 300L 6.00

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Add 5% of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreteing with tremie pipe.. d) Overheads @ input on (a+b+c)

### #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! Say #VALUE!

e) Contractors profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e Rate per cum (a+b+c+d+e)/120 F Well cap iv) RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader(capacity 1 cum) hour Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity for lead upto 1 hour km. Lead beyond 1 Km, L - lead in Kilometer T-Km Concrete Pump hour Formwork @ 3% of (a+b+c) d) Overheads @ input on (a+b+c) e) Contractors profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e Rate per cum (a+b+c+d+e)/120 Note

3.13

304

Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers @ 0.4% of weight of cement may be added for achieving desired slump of concrete. Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the I) Ordinary soil Unit = cum Taking output = 10 cum

A

Manual Means

Page 26 of 346

50.64 54.00 64.80 43.20

input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6.00

#VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Say #VALUE!

(i) Depth upto 3 m a) Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor

day

8.000 input

#VALUE!

L-13

b) Overheads @ input on (a)

#VALUE!

c) Contractors profit @ input on (a+b)

#VALUE!

Cost for 10 cum = a+b+c

#VALUE!

Rate per cum = (a+b+c)/10

#VALUE! say

Note

B

#VALUE!

Cost of dewatering may be added where required upto 10 % of labour cost Assessment for dewatering shall be made as per site conditions.. Mechanical Means (i) Depth upto 3 m Unit = cum Taking output = 300 cum a) Labour Mate

day

0.32

input #VALUE!

Mazdoor

day

8.00

input #VALUE!

Hydraulic excavator 1.0 cum bucket capacity hour

6.00

input #VALUE!

b) Machinery c) Overheads @ input on (a+b)

#VALUE!

d) Contractors profit @ input on (a+b+c)

#VALUE!

Cost for 300 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/300

#VALUE! say #VALUE!

Note

13.6

14.1

Cost of dewatering upto 5% of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions..

Section Supplying, fitting and placing HYSD 1600 & bar reinforcement in sub-structure 2200 complete as per drawing and technical specifications Output : MT Taking output = 1 MT a) Material HYSD bars including 5% overlaps and MT Binding wire kg b) Labour for cutting, bending, shifting to site, tying and placing in position Mate day Blacksmith day Mazdoor day c) Overheads @ input on (a+b) d) Contractors profit @ input on (a+b+c) Rate for per MT (a+b+c+d) 1500 Furnishing and Placing &1600 Reinforced/Prestressed cement 1700 concrete in super-structure as per drawing and Technical Specification Page 27 of 346

1.05 6.00

input #VALUE! 0.00 0.00

0.34 2.00 6.50

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

A RCC Grade M20 Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum (i) (p)

B

MT cum cum cum

40.92 54.00 64.80 43.20

input input input input

day day day

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

Km hour T-Km hour

15.00 300L 6.00 ###

For solid slab super-structure, 20-30% Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 20 % of (a+b+c) e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120

#VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input input #VALUE!

#VALUE! 20.00

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

RCC Grade M25

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer

Page 28 of 346

MT cum cum cum

47.95 54.20 64.80 43.20

input input input input

day day day

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

Km hour T-Km

15.00 300L

#VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input

Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum For formwork and staging add the following: (i) For solid slab super-structure, 20-30% (p)

hour

6.00 ###

input #VALUE!

of (a+b+c) Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 20 % of (a+b+c) e) Overheads @ input on (a+b+c+d)

#VALUE! 20.00

#VALUE! #VALUE!

f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum= a+b+c+d+e+f

#VALUE! #VALUE!

Rate per cum (a+b+c+d+e+f)/120

#VALUE! say #VALUE!

C

RCC Grade M 30

Case II Using Batching Plant, Transit Mixer and Concrete Pump. Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum For formwork and staging add the (i) (p)

MT cum cum cum

48.79 54.60 64.80 43.20

input input input input

day day day

0.88 3.00 19.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

Km hour T-Km hour

15.00 300L 6.00 ###

For solid slab super-structure, 20-30% Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 20 % of (a+b+c) e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120

#VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input input #VALUE!

#VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! Rate per cum (a+b+c+d)/120 ( including formwork and excluding #VALUE! OH & CP) Rate per cum (a+b+c+d)/120 ( excluding formwork and Excluding#VALUE! OH & CP)

Page 29 of 346

20.00

E PSC Grade M-40 Case 1 Using concret mixer. Unit = 1 cum Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4% of cement b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Basic Cost of Labour, Material & Mechinery (a+b+c) for 15 cum Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4% of cement Admixer b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum For formwork and staging add the following: (i) For solid slab super-structure, 18-28% (p)

MT cum cum cum kg

6.45 6.75 8.10 5.40 25.80

input input input input input

day day day

0.96 2.00 22.00

input #VALUE! input #VALUE! input #VALUE!

hour hour

6.00 6.00 ###

MT cum cum cum kg Kg

51.60 54.00 64.80 43.20 206.40 216.00

day day day

0.94 3.50 20.00

hour hour hour

6.00 6.00 6.00

Km hour T-Km hour

15.00 300L 6.00 ###

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE!

input input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input input #VALUE!

of (a+b+c) Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 18 % of (a+b+c) e) Overheads @ input on (a+b+c+d)

#VALUE! 18.00

#VALUE! #VALUE!

f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum= a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f)/120

#VALUE!

Page 30 of 346

#VALUE!

say #VALUE! Note

14.2

1600

1.Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers conforming IS: 9103 @ 0.4% of weight of cement may be added for achieving slump of concrete. 2. Cementdesired provided for various components of the super structure is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly, the provision for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix 3. The items like needle and surface vibrators are part of minor T & P which is already covered under the overhead charges. As such these items have not been added seperately theplacing rate analysis. A) Supplying ,fitting in and HYSD

bar reinforcement in super-structure complete as per drawing and technical specifications Unit = 1 MT Taking output = 1 MT a) Material HYSD bars including 5% for laps and wastage MT Binding wire Kg b) Labour for cutting, bending, tying and placing in position Mate day Blacksmith day Mazdoor day Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

Page 31 of 346

1.05 8.00

input #VALUE! 0.00 0.00

0.44 3.00 8.00 ###

input #VALUE! input #VALUE! input #VALUE!

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-1 CARRIAGE OF MATERIALS Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) Loading and Unloading of Boulders by Manual Means Loading and Unloading of Cement or Steel by Manual Means and stacking.

1.1 1.2 1.3 1.4

cum

#VALUE!

cum

#VALUE!

tonne

#VALUE!

tonne.km

#VALUE!

tonne.km

#VALUE!

tonne.km

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

each each

#VALUE! #VALUE!

each each hectare

#VALUE! #VALUE! #VALUE!

hectare hectare

#VALUE! #VALUE!

hectare hectare

#VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum cum cum

#VALUE! #VALUE! #VALUE! #VALUE!

Cost of Haulage Excluding Loading and Unloading (i) (ii) (iii)

Surfaced Road Unsurfaced Gravelled Road Katcha Track and Track in river bed / nallah bed and choe bed. Hand Broken Stone Aggregates 63 mm nominal size (Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) and stacking as directed) Crushing of stone aggregates 13.2 mm nominal size. (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 13 mm nominal size.) Crushing of stone aggregates 20 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size.) Crushing of stone aggregates 40 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size.)

1.5

1.6

1.7

1.8

CHAPTER-2 SITE CLEARANCE 2.1 (i) (ii) (iii) (iv) 2.2

2.3

(i) A B (ii) A B

2.4

(i) I A B C II A B (ii) A B C D (iii)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm Girth from 600 mm to 900 mm Girth from 900 mm to 1800 mm Girth above 1800 mm Clearing Grass and Removal of Rubbish Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:In area of light jungle In area of thorny jungle By Mechanical Means In area of light jungle In area of thorny jungle Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Lime /Cement Concrete By Manual Means Lime Concrete, cement concrete grade M-10 and below Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above By Mechanical Means for items No. 202( b) & ( c) Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above Dismantling Brick / Tile work In lime mortar In cement mortar In mud mortar Dry brick pitching or brick soling Dismantling Stone Masonry

Page 32 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

A B

Rubble stone masonry in lime mortar Rubble stone masonry in cement mortar.

cum cum

#VALUE! #VALUE!

C D

Rubble Stone Masonry in mud mortar. Dry rubble masonry Dismantling stone pitching/ dry stone spalls.

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

tonne

#VALUE!

tonne tonne

#VALUE! #VALUE!

In lime/Cement mortar

1000 numbers

#VALUE!

In mud mortar

1000 numbers

#VALUE!

cum cum

#VALUE! #VALUE!

sqm

#VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

metre

#VALUE!

metre

#VALUE!

E F (iv) (v) A B C (vi) A B (vii) A B

Dismantling boulders laid in wire crates including opening of crates and stacking materials. Wood workdismantled wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. Including dismembering Excluding dismembering. Extra over item No( V ) A and( V ) B for cutting rivets. Scraping of bricks dismantled from brick work including stacking.

Scraping of Stone from dismantled stone masonry In cement and lime mortar

(viii)

In Mud mortar Scarping plaster in lime or cement mortar from brick/ stone masonry

(ix)

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. A B C

2.5 I A B II

Up to 600 mm dia Above 600 mm to 900 mm dia Above 900 mm Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Manual Means Bituminous courses Granular courses By Mechanical Means

2.8

Bituminous course Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.) Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

2.9

Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

metre

#VALUE!

Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.) 5th KM stone Ordinary KM Stone Hectometre Stone

each each each

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

each

#VALUE!

A

2.6

2.7

2.10 A B C 2.11

2.12

2.13

2.14

Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. ) Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department) Removal of Cement Concrete Pipe of Sewer Gutter (Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.) Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)

Page 33 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE 3.1 3.2

3.3

3.4

3.5

3.6

3.7

3.8 A B

Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres ) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Mechanised Manual Method Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres ) Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

3.9

3.10

3.11

3.12

3.13

(i) A B (ii) A B (iii) A (iv) A (v) A

Pre-splitting of Rock Excavation Slopes (Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m) Mechanical Means (Depth upto 3 m) Ordinary rock (not requiring blasting) Manual Means (Depth upto 3 m) Mechanical Means Hard rock ( requiring blasting ) Manual Means Hard rock ( blasting prohibited ) Mechanical Means Marshy soil Manual means ( upto 3 m depth)

Page 34 of 346

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Summary of Rate Analysis Item No. B 3.14

3.15

3.17

3.18 3.19 Case-I Case-II

3.22

3.32

sqm

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cum

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cum

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cum

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Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

cum

#VALUE!

:Compacting original ground supporting embankment

cum

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sqm

#VALUE!

sqm

#VALUE!

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE!

A B

Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) Mechanical Means Manual Means

3.25

3.31

#VALUE!

A B

3.24

3.30

sqm

Seeding and Mulching (Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308) Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) Mechanical means Manual Means

3.23

3.29

#VALUE!

Stripping, storing and re-laying top soil from borrow areas in agriculture fields. (Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.) Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)

3.21

3.28

cum

Stripping and Storing Top Soil (Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth)

3.20

3.27

Unit

Mechanical Means Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. ) Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) Compacting Original Ground

3.16

3.26

Descriptions

Surface Drains in Hard Rock (Rate per metre may be worked out based on quantity of hard rock as per design.) Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site ) Aggregate Sub- Surface Drains (Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway ) Underground Drain at Edge of Pavement (Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads) Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.) Construction of Rock fill Embankment (Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313) Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)

Page 35 of 346

Rate

#VALUE!

metre

#VALUE!

metre

#VALUE!

sqm

#VALUE!

cum

#VALUE!

cum

#VALUE!

Summary of Rate Analysis Item No. 3.33

3.34

Descriptions

Unit

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)

3.35

Work in Urban Roads (The cost of earth work in urban roads inhabited area will be comparatively higher due to following reasons:)

3.36

Embankment Construction with Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material. (Construction of embankment with fly ash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans.)

Page 36 of 346

Rate

cum

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Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS Granular Sub-base with Close Graded Material (Table:- 400-1)

4.1 A (i) (ii) (iii) B (i) (ii) (iii)

4.2

(i) (ii) (iii)

4.3

A B

Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material for grading- II Material for grading-III Material By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material for grading- II Material for grading-III Material Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material for grading- II Material for grading-III Material Lime Stabilisation for Improving Subgrade (Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade) By Mechanical Means By Manual Means

(i)

Lime Treated Soil for Sub- Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime with minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98%of the max dry density to form a layer of sub base.) Cement Treated Soil Sub Base/ Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.) Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base.) For Sub-Base course

(ii)

For Base course

4.4

4.5

4.6

Making 50 mm x 50 mm Furrows (Making 50 mm x 50 mm furrows, 25mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead) Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)

4.7

4.8

4.9

A (i) (a) (b) (ii) (a) (b)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means Grading- I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.)

Page 37 of 346

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Summary of Rate Analysis Descriptions

Unit

(c)

Using Screening Type-B (11.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel)

cum

#VALUE!

(a) (b)

Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11.2mm Agg.) By Mechanical Means:

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Item No. (iii)

B (i) (a) (b) (ii) (a) (b) (c) (iii) (a) (b)

4.11

4.12

4.13

4.14 4.15 4.16

4.17 A

(i) (ii)

Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Using Screening Type-B (11.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11.2mm Agg.)

Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..) Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of subbase/Base) By Mix in Place Method

For 53 mm maximum size For 45 mm maximum size B

4.18

Using Screening Type-A (13.2mm Agg.)

Crushed Cement Concrete Sub-base / Base (Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km., laying and compacting the same as sub base/ base course, constructed as WBM to clause 404 except the use of screening or binding Material.) Penetration Coat Over Top Layer of Crushed Cement Concrete Base (Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.3.8) Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) Construction of Median and Island with Soil Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407) Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407) Construction of Shoulders (A. Earthen Shoulders)

4.10

(i) (ii)

Grading- I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel

Rate

By Mixing Plant :

For 53 mm maximum size For 45 mm maximum size Lime, Fly ash stabalised soil sub-base (Construction of Sub-base using lime - fly ash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50%, fly ash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + fly ash content ranging between 10 to 30%, the minimum un-confined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25% respectively, all as specified in IRC: 88-1984. )

Page 38 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) Tack coat

5.1 5.2

5.3

(i) (ii)

5.4

A B

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size) Bituminous Penetration Macadam (Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction) 50 mm thick 75 mm thick Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm)

5.5

5.6

(i) (ii)

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size)

sqm

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sqm

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sqm sqm

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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects)

5.7

(i) (ii)

5.8

(i) (ii)

for Grading I ( 13 mm nominal size ) for GradingII(10 mm nominal size) Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-I ( 13 mm nominal size ) for Grading-II(10 mm nominal size) Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)

5.9 Case -1 Case - II

5.10

(i) (ii)

:-19 mm nominal chipping size 13 mm nominal size chipping Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion

Page 39 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. ) Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)

5.11

5.12 (i) (ii)

5.13

5.14

5.15 (i) (ii) (iii)

Case - I : Type A Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) Supply of Stone Aggregates for Pavement Courses (Supply of stone aggregates from approved sources confirming to the physical requirement, specified in the respective specified clauses, including royalties, fees rents, collection, transportation, stacking and testing and measured in cum as per clause 514.5 Competitive market rates to be ascertained. Alternatively, rates for stone crushing given in chapter 1may be adopted, if found economical. In case for supply of aggregates at site are not available, nearest crusher site may be ascertained. Loading and un-loading charges and cost of carriage may be added to these rates to arrive at the cost at site.) Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.) Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface) 5 mm thickness 3 mm thickness 1.5 mm thickness Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517.)

5.16

5.17 added 5.18 (i) (ii) (iii) (iv)

Fog Spray 1.In case it is decided by the engineer to blind the fog spray, the following may be added Bituminous Cold Mix ( Including Gravel Emulsion) (Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate levels.) Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Sand Asphalt Base Course (Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or subbase to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing.) Modified Binder (Supply of modified binder produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen and which allows properties given in clause 521.3 and IRC: SP: 53 blending of modifier with bitumen to be done either at the refinery or at the site plant capable of producing the modified binder to be delivered in drums which shall be agitated in melted condition using suitable device before use to ensure uniform dispersion.)

5.19

5.20

5.21

(i)

Crack Prevention Courses Stress Absorbing Membrane (SAM) crack width less than 6 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.)

Page 40 of 346

Rate

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

cum

sqm

#VALUE!

sqm sqm sqm

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

sqm sqm

#VALUE! #VALUE!

cum cum cum cum

#VALUE! #VALUE! #VALUE! #VALUE!

cum

#VALUE!

tonne

sqm

#VALUE!

Summary of Rate Analysis Item No.

(ii)

(iii)

(iv)

5.22 (i) (ii) (iii)

Descriptions

Unit

Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.) Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 % (Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates surface finished to conform to clause 902.) and laying a bitumen Case - IV : and Bitumen Impregnated Geotextile (Providing impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause Recipe Cold Mix (Providing and laying of premix of crushed stone aggregates and 704.4.5) emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3) 75 mm thickness 40 mm thickness 25 mm thickness

Page 41 of 346

Rate

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-6 CEMENT CONCRETE PAVEMENTS

6.1

6.2

6.3

6.4

6.5

6.6

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.)

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

metre

#VALUE!

metre

#VALUE!

sqm

#VALUE!

Transition section between rigid and flexible pavement (Due to change in the properties of materials and type of construction, a gradual changeover from rigid pavement to flexible pavement is desirable to avoid any damage at the butting joint. After provision of an expansion joint in the cement concrete slab, the thickness of slab should be tapered to 10 cm over a length of 3 m towards the flexible pavement. The deficiency of thickness caused due to tapering of the slab should be made up by the asphaltic layers.) Construction of Base/Sub-base of pavement with lean concrete - fly ash. (Construction of Base/sub-base using cement, sand, fly ash and coarse aggregates proportioned as per table 4 of IRC: 74/1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 7.6.3 of IRC: 74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC: 74-1979 and as per approved plans.) Cement - Fly ash concrete pavement. (Construction reinforced-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15% and sand by 10%, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) CHAPTER-7

GEOSYNTHETICS AND REINFORCED EARTH 7.1

7.2

7.3

Sub- Surface Drain with Geotextiles (Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling) Narrow Filter Sub- Surface Drain (Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling) Laying Paving Fabric Beneath a Pavement Overlay (Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface)

Page 42 of 346

Summary of Rate Analysis Item No.

7.4

7.5

(i) (ii) A Type 1 Type 2 Type 3 Type 4 Type 5 B

Descriptions

Unit

Laying Boulder Apron in Crates of Synthetic Geogrids (Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704 and laid as per clause 2503.3 and approved design.) Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.) elements of RCC Facing Assembling, joining and laying of reinforcing elements. With reinforcing element of steel / Aluminium strips / polymeric strips.

Rate

cum

#VALUE!

sqm

#VALUE!

1.Galvanised carbon steel strips 2.Copper Strips

metre

#VALUE!

metre

#VALUE!

3.Aluminium Strips

metre metre

#VALUE! #VALUE!

metre sqm

#VALUE! #VALUE!

4.Stainless steel strips 5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips With reinforcing elements of synthetic geogrids

Page 43 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES 8.1

A B

8.2

A B 8.3 (i) (ii)

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer Using Concrete Batching and Mixing Plant Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer Using Concrete Batching and Mixing Plant Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) English and Roman

metre metre

#VALUE! #VALUE!

metre metre

#VALUE! #VALUE!

cm height per letter

#VALUE!

cm height per letter

#VALUE!

each

#VALUE!

each each each

#VALUE! #VALUE! #VALUE!

each each each

#VALUE! #VALUE! #VALUE!

sqm

#VALUE!

sqm

#VALUE!

tonne tonne

#VALUE! #VALUE!

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

8.4

(i) ( ii ) ( iii ) ( iv ) (v) (vi ) ( vii )

90 cm equilateral triangle 60 cm equilateral triangle 60 80 60 60 90

cm circular mm x 60 mm rectangular cm x 45 cm rectangular cm x 60 cm square cm high octagon

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) Direction and Place Identification signs with size more than 0.9 sqm size board.

8.5

(Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

8.6

8.7

A B

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) Truss and Vertical Support Aluminium alloy plate for over head sign

8.8

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

sqm

#VALUE!

8.9

Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)

sqm

#VALUE!

8.10

Painting on Wood Surfaces (Providing and applying two coats of ready mix paint of approved brand on wood surface after through cleaning of surface to give an even shade)

sqm

#VALUE!

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) Over 10 cm in width

sqm

#VALUE!

8.11 (i)

Page 44 of 346

Summary of Rate Analysis Item No. (ii) 8.12 (i) (ii)

8.13

8.14 (i) (ii) (iii)

Descriptions

Unit

Up to 10 cm in width Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work (Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) Over 10 cm in width Up to 10 cm in width Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast) Ordinary Kilometer stone (Precast) Hectometer stone (Precast) Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 ) wire Fencing 1.8 metre high (Providing and fixing 1.8 metres high GI G.I Barbed

8.15

8.16

8.17

barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 ) welded steel wire Fabric 75 mm x 50 mm (Suggestive) (Providing Fencing with

8.18

8.19

8.20

8.21

8.22

(i) 8.23

A

1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete all respects.) Tubular SteelinRailing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings) Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing) Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M 20 grade concrete Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)

Page 45 of 346

Rate

sqm

#VALUE!

sqm sqm

#VALUE! #VALUE!

sqm

#VALUE!

each each

#VALUE! #VALUE!

each

#VALUE!

each

#VALUE!

each

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Summary of Rate Analysis Item No.

B

8.24

8.25

8.26 A

B

C

8.27 (i) (ii) 8.28

8.29

(i) (ii) (iii) 8.30

8.31

8.32

Descriptions

Unit

Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810) Road Traffic Signals electrically operated (Since it is a ready made item commercially produced and erected by specialised firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing.) Flexible Crash Barrier, Wire Rope Safety Barrier (Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 gradecementconcretefoundation2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete.) Anti - Glare Devices in Median Plantation (Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 on horticulture. ) Anti - Glare Screen with 25 mm steel pipe framework fixed with circular and rectangular vans (Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 mtr height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, as per approved design andMS drawings.) Anti - Glare Screenall with Rectangular Vane of sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings) Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.) For Fixing in Median For fixing in Footpath Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp) Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) Single Row for one utility service Double Row for two utility services Triple Row for three utility services Highway Patrolling and Traffic Aid Post (It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. ) Items related to under pass/ subway/ overhead bridge/ overhead foot bridge (The items involved for underpass/ subway/ overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved designs and drawings) Traffic Control System and Communication system (Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system These are specialised item of telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived approved design and drawing.)

Page 46 of 346

Rate

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

each each

#VALUE! #VALUE!

each

#VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

Summary of Rate Analysis Item No. 8.33 (i) (ii)

A

B

C

8.36 8.37

A

B C 8.38

8.39

8.40

8.41

8.42

8.43

8.44

Unit

Gantry Mounted Variable Message Sign board (Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause Gantry Support System 802.3)

tonne

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

each

#VALUE!

each

#VALUE!

Rate

Message Display (Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages.) Traffic Impact Attenuators at Abutments and Piers

8.34

8.35

Descriptions

With Scrap Tyres (Provision and installation of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings.) Using Plastic/Steel Barrel, Filled with Sand (Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings) With HI - DRO cell Sandwich (Patented) ((In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a pre-determined time, thus absorbing the energy)) Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873) Roadside Amenities Rest Areas (Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage system Pricing may be done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions) Parking areas and Bus Laybyes for Trucks, Buses and Light vehicles (Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters.) Lawn (Providing a lawn planted with grass and its maintenance ) Rumble Strips (Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.) Policeman Umbrella (Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts to be given 2 coats of High paint)Mast Pole Lighting at Interchanges and Flyovers (Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms alongwith their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the Toll Plaza (The construction, operation and maintenance of Toll Plaza can be broken lowest tender. A separate contract for this work is concluded as the contractors for road into separate items of work as under based on the approved design and drawings:-) and bridge works generally donot undertake such jobs.) Safety Devices and signs in Construction Zones (Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 60 cm from the edge of the kerb in case of kerbed roads and 2 to 3 m from the edge of the carriageway in case of un-kerbed roads, the bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 60 mm x 60 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:552001) Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 ) Permanent Type Barricade in Construction Zone

Page 47 of 346

sqm

each

each

#VALUE!

Summary of Rate Analysis Item No.

A

B

C

8.45

8.46

Descriptions

Unit

With Steel Components (Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 ) With Wooden Components (Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white striups, 150 mm in width at an angle of450, complete as per IRC:SP:552001 ) With Bricks (Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips) Drum Delineator in Construction Zone (Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001) Flagman (Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic)

Rate

each

#VALUE!

each

#VALUE!

each

#VALUE!

each

#VALUE!

each

#VALUE!

CHAPTER-9 PIPE CULVERTS 9.1

9.2

A B

9.3

A B

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia 1200 mm dia

cum

#VALUE!

metre metre

#VALUE! #VALUE!

Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia 1200 mm dia

metre metre

#VALUE! #VALUE!

Page 48 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-10 MAINTENANCE OF ROADS Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes) Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor) Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

10.1

10.2 10.3

10.4

10.5

(i) (ii)

cum

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

metre

#VALUE!

Dusting (Applying crusher dust to areas of road where bleeding of excess bitumen has occurred.) Fog Seal (ref item 5.17)

sqm sqm

#VALUE! #VALUE!

Crack Prevention courses. (ref item 5.21) Stress Absorbing Membrane (SAM) crack width less than 6 mm Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm

sqm

#VALUE!

sqm sqm sqm

#VALUE! #VALUE! #VALUE!

sqm sqm sqm

#VALUE! #VALUE! #VALUE!

sqm sqm

#VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) for grading I Material for grading II Material Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.)

10.6 10.7 10.8 A B (i) (ii) (iii) (iv) C (i) (ii) (iii) D (i) (ii)

Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50Impregnated % Bitumen Geotextile Slurry Seal (ref item 5.15) 5 mm thickness 3 mm thickness 1.5 mm thickness Surface Dressing for maintance works. (ref item 5.9) 19 mm nominal chipping size 13 mm nominal size chipping

10.10

Repair of joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete) Repair of old Joints Sealant (Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material)

10.11

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

10.12

Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)

10.9

10.14

Land slide Clearance in Hard Rock Requiring Blasting (Clearing of land slide in hard rock requiring blasting for 50% of the boulders and disposal of the same on the valley side.) Snow Clearance on Roads with Dozer (Snow clearance from road surface by a bulldozer 165 Hp and disposing it on the valley side)

10.15

Snow Clearance on Roads with Snow Blowers (Snow clearance from road surface by a snow blower and disposing on the valley side.)

10.13

Page 49 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-11 HORTICULTURE Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately)) Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed)

11.1

11.2 (i) (ii) 11.3

11.4

11.5 11.6 11.7 (b) 11.8 (b) 11.9

11.10

11.11 11.12 11.13

11.14

11.15

11.16

11.17

11.18

In rows 15 cm apart in either direction In rows 7.5 cm apart in either direction Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod (Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm) Maintenance of Lawns or Turfing of Slopes (Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc) Turfing Lawns with Fine Grassing including Ploughing, Dressing (Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of0.6 cum per 100 sqm) Maintenance of Lawns with Fine Grassing for the First Year a) Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart) Maintenance of Hedge for one year a) Planting Flowering Plants and Shrubs in Central Verge Maintenance of Flowering Plants and Shrubs in Central Verge for one Year Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil (Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayedat farm yard manure) Supply Site Well Decayed Farm Yard Manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking) Supply at Site of Work/ Store - Deoiled Neem Cake (Supply at site of work/ storedeoiled neem cake duly packed in used gunny bags) Supplying Sludge (Supplying sludge duly stacked at site/ store) Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete) Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres) Making Tree Guard 53 cm dia and 1.3 m high as per design from empty bitumen drum (Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect) Making Tree Guard 53 cm dia and 2 metres high as per design from empty bitumen drums (Making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects) Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately)

Page 50 of 346

cum

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

metre

#VALUE!

metre km km

#VALUE! #VALUE! #VALUE!

each

#VALUE!

sqm

#VALUE!

cum quintal cum

each

#VALUE!

metre

#VALUE!

each

#VALUE!

each

#VALUE!

quintal

#VALUE!

Summary of Rate Analysis Item No.

11.19

11.20

11.21

Descriptions

Unit Tree Guard with MS Iron (Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) each tree vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 guard mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.) Tree Guard with MS Angle Iron and Steel Wire (Providing and fixing tree guard 0.60 each tree metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron guard 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together) Compensatory Afforestation (Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a hectare depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering)

Page 51 of 346

Rate

#VALUE!

#VALUE!

#VALUE!

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-12 FOUNDATIONS Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil

12.1 I

Manual Means

A (i) (ii) (iii) B (i) (ii) (iii) II A (i)

upto 3 m depth 3 m to 6 m depth Above 6 m depth Mechanical Means Depth upto 3 m Depth 3 m to 6 m Depth above 6m Ordinary rock (not requiring blasting) Manual Means Depth upto 3 m Mechanical Means Hard rock ( requiring blasting )

B III A IV A V (i) A B VI

Manual Means Hard rock ( blasting prohibited ) Mechanical Means Marshy soil upto 3 m depth Manual means Mechanical Means Back Filling in Marshy Foundation Pits

12.2

Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 13.4.)

12.3

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

12.4 12.5 12.6 A B C D 12.7 (a) (b)

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications Cement Cement Cement Cement

mortar1:3 mortar1:2 mortar1:4 mortar1:6

(1cement (1cement (1cement (1cement

:3 :2 :4 :6

sand) sand) sand) sand)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Square Rubble Coursed rubble masonry( first sort ) Random Rubble Masonry

12.8

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

A B C Case I Case II D Case I Case II E Case I Case II F Case I Case II G Case I Case II

PCC Grade M15 PCC Grade M20 RCC Grade M20 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump PCC Grade M25 Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump PCC Grade M30 Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M30 Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump

Page 52 of 346

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum cum cum

#VALUE! #VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

Summary of Rate Analysis Item No. H Case I Case II

Descriptions

Unit

RCC Grade M35 Using Concrete Mixer

cum

#VALUE!

cum

#VALUE!

each

#VALUE!

each

#VALUE!

Using Batching Plant, Transit Mixer and Concrete Pump

Rate

Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well.

12.9

B

Assuming depth of water 1.0 m and height of island to be 1.25m. Assuming depth of water 4.0 m and height of island 4.5 m.

C

Providing and constructing one span service road to reach island location from one pier location to another pier location

metre

#VALUE!

Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.

tonne

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump Well steining PCC M15 Grade PCC M20 Grade RCC M20 Grade

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump PCC M25 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE! #VALUE!

pump

cum cum

#VALUE! #VALUE!

pump

cum cum

#VALUE! #VALUE!

pump

cum cum

#VALUE! #VALUE!

pump

cum cum

#VALUE! #VALUE!

cum

#VALUE!

A

12.10 12.11 A (i) Case I Case II (ii) Case I Case II (iii) Case I Case II B (I) (ii) (iii) Case I Case II (iv) Case I Case II (v) Case I Case II (vi) Case I Case II (vii) Case I Case II (viii) Case I Case II (ix) C (i) Case I Case II (ii) Case I Case II (iii) Case I Case II (iv) Case I Case II D (I) Case I

Plain/Reinforced cement concrete, in well foundation complete as per drawing and specification Welltechnical curb RCC M20 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M25 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M35 Grade

RCC M25 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump PCC M30 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M30 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M35 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M40 Grade Bottom Plug PCC Grade M20 Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete PCC Grade M25 Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete PCC Grade M30 Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete PCC Grade M35 Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete Intermediate plug Grade M20 PCC Using Concrete Mixer

Page 53 of 346

Summary of Rate Analysis Descriptions

Unit

Case II (ii)

Using Batching Plant, Transit Mixer and Crane/concrete pump Grade M25 PCC

cum

#VALUE!

Case I Case II

Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete pump Grade M30 PCC

cum cum

#VALUE! #VALUE!

Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete pump

cum

#VALUE!

cum

#VALUE!

Grade M15 PCC Using Concrete Mixer

cum

#VALUE!

Grade M20 PCC Using Concrete Mixer

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

Using concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Using concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M30

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M35 Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Clayey soil ( 6m dia. Well )

metre

#VALUE! #VALUE!

metre

#VALUE! #VALUE!

Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

Item No.

(iii) Case I Case II

Rate

Top plug

E (i) Case I (ii) Case I (iii) Case I Case II (iv) Case I Case II F (i) Case I Case II (ii) Case I Case II (iii) Case I Case II (iv) Case I Case II (v) 12.12 A (i) (ii) (iii) a (iv) a b (v) a b B (i) (ii) (iii) a b (iv) a b c (v) a b c

Grade M25 PCC Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete pump Grade M30 PCC Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete pump Well cap RCC Grade M20

RCC M40 Grade Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous Beyond upto meter 30 m

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering of the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

Page 54 of 346

metre

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

C (i)

Soft rock (6m dia well ) Depth of soft rock strata upto 3m

metre

#VALUE!

D (i)

Hard rock (6m dia well ) Depth of soft rock strata upto 3m

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour) . Beyond 30m upto 40 m

metre

#VALUE!

metre

#VALUE!

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and

metre

#VALUE!

metre

#VALUE!

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil

12.13 A (i)

Depth below bed level upto 3.0 M Beyond 3m upto 10m depth

(ii) (iii)

Beyond 10m upto 20m a

(iv) a b (v) a b

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

Labour etc. Clayey soil ( 7m dia. Well ) Depth below bed level upto 3.0 M

B (I) (ii) (iii) a b (iv) a b c (v) a b c C (i) D (i)

metre

#VALUE!

Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre

#VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock ( 7m dia well ) Depth of soft rock strata upto 3m Hard rock ( 7m dia well ) Depth upto 3 m Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

12.14 A (i) (ii) (iii) a (iv)

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for the previous Add 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil ( 8m dia. Well ) Depth upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

(v)

B (i) (ii) (iii) a b (iv) a b c

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour ).

Page 55 of 346

Summary of Rate Analysis Item No. (v) a b c C (i) D (i)

Descriptions

Unit

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required

Rate

metre

#VALUE!

metre metre

#VALUE! #VALUE!

Depth in soft rock strata upto 3m Hard rock ( 8m dia well )

metre

#VALUE!

Depth in hard rock strata upto 3 m

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock ( 8m dia well )

Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil

12.15 A

Depth below bed level upto 3.0 M

(i) (ii)

Beyond 3m upto 10m depth Beyond 10m upto 20m

(iii) a (iv)

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil ( 9m dia. Well )

metre metre

#VALUE! #VALUE!

Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

(v)

B (i) (ii) (iii) a b (iv) a b c (v) a b c C (i) D (i)

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock ( 9m dia well ) Depth upto 3m Hard rock ( 9m dia well ) Depth of hard rock strata upto 3 m Sinking of 10 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

12.16 A (i) (ii) (iii) a (iv)

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous Add 20% of cost meter for Kentledge including supports, loading arrangement and Labour30m . Beyond upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil (10m dia. Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required.

metre metre

#VALUE! #VALUE!

(v)

B (i) (ii) (iii) a b

Page 56 of 346

Summary of Rate Analysis Item No. (iv) a 'b c (v) a b c C (i) D (i)

Unit

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required

A (i) (ii) (iii)

Rate

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (10m dia well ) Depth of soft rock strata upto 3m

metre

#VALUE!

Hard rock (10m dia well ) Depth of hard rock strata upto 3 m

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour30m . Beyond upto 40 m

metre

#VALUE!

metre

#VALUE!

Add 10% for every additional meter depth of sinking over the rate of sinking for the previous Add 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil (11 m dia. Well )

metre

#VALUE!

metre

#VALUE!

Depth from bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil Depth from bed level upto 3.0 M Beyond 3m upto 10m depth

12.17

#VALUE!

Beyond 10m upto 20m a

(iv) a b (v) a b B (i) (ii) (iii) a b (iv) a b c (v) a b c C (i) D (i) 12.18 A (i) (ii) (iii) a (iv)

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (11m dia well ) Depth of soft rock strata upto 3m Hard rock (11m dia well ) Depth of hard rock upto 3 m Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil I) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil (12 m dia. Well ) Depth below bed level upto 3.0 M

metre metre

#VALUE! #VALUE!

metre

#VALUE!

(v)

B (i)

Descriptions

Page 57 of 346

Summary of Rate Analysis Item No. (ii) (iii) a b (iv) a b

Descriptions

Unit metre

#VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required

c

Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond

metre

#VALUE!

a b c

Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

Depth from bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

metre

#VALUE!

(v)

D

Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (12m dia well ) Depth of soft rock strata upto 3m Hard rock (12m dia well )

(i)

Depth of hard rock strata upto 3 m

C (i)

Sinking of Twin D Type well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil

12.19 A (i) (ii) (iii) a (iv) a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous Add 20% of cost meter for Kentledge including supports, loading arrangement and Labour30m . Beyond upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil (Twin D Type Well )

metre metre

#VALUE! #VALUE!

Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

a b

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

a b c

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond

metre metre metre

#VALUE! #VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

(v)

B (i) (ii) (iii)

(iv)

(v) a b c C (i) D (i)

Rate

Beyond 3m upto 10m depth Beyond 10 m upto 20 m

Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (Twin D Type well ) Depth of soft rock strata upto 3m Hard rock (Twin D Type well ) Depth of hard rock strata upto 3 m

metre

#VALUE!

12.21

Pneumatic sinking of wells with equipment of approved design, drawing and specifications worked by competent and trained personnel and comprising of compression and decompression chambers, reducers, two air locks separately for men and plant & materials, arrangement for supply of fresh air to working chambers, check valves, exhaust valves, shafts made from steel plates of riveted construction not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m wide landing plate forms with railing, arrangement for compression and decompression, electric lighting of 50 V maximum, proper rooms for rest and medical examinations and compliance with safety precautions as per IS:4138, all as filling per clause1207.6 of MoRTH Specifications. Sand in wells complete as per drawing and technical specifications

cum

#VALUE!

12.22

Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

tonne

#VALUE!

12.20

Page 58 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

12.26

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-750 mm) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) Driven cast-in-place vertical M35 grade R.C.C. pile excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 750 mm)

12.27

Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1000 mm)

metre

#VALUE!

12.28

Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1200 mm)

metre

#VALUE!

12.29

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=500 mm)

metre

#VALUE!

12.30

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=750 mm)

metre

#VALUE!

12.31

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=1000 mm)

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

12.23 12.24 12.25

12.35

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 300 mm x 300 mm) Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 500 mm x 500 mm) Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 750 mm x 750 mm) Driven vertical steel piles complete as per drawing and & Technical Specification (Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) )

12.36

Driven vertical steel piles complete as per drawing and & Technical Specification (Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) )

12.32 12.33 12.34

#VALUE!

metre

#VALUE!

metre

#VALUE!

(i) (ii)

Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25

cum cum

#VALUE! #VALUE!

(i) (ii)

Using concrete mixer. Using Batching Plant, RCC Grade M30 Using concrete mixer. Using Batching Plant, RCC Grade M35 Using concrete mixer. Using Batching Plant, Levelling course for Pile

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump cap

cum cum cum

#VALUE! #VALUE! #VALUE!

tonne

#VALUE!

tonne

#VALUE!

C (i) (ii) D (i) (ii)

12.41

metre

Cement concrete for reinforced concrete in pile cap complete as per drawing and Specification RCC Technical Grade M20

B

12.40

#VALUE!

Pile load test on single vertical pile in accordance with IS:2911(Part-IV)

12.37 12.38 A

12.39

metre

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

Page 59 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-13 SUB-STRUCTURE Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

13.1 13.2

cum

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

13.3

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Plasteringspecifications with cement mortar (1:3 ) on brick work in sub-structure as per

13.4

Technical specifications Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications A B C

13.5 A (p)

Random Rubble Masonry Coursed rubble masonry (first sort ) Ashlar masonry ( first sort ) Plain/Reinforced cement concrete in sub-structure complete as per drawing and specifications PCC technical Grade M15 Height upto 5m PCC Grade M20

B (p) C (p) Case I Case II (q) Case I Case II (r) Case I Case II D (p) Case I Case II (q) Case I Case II (r) Case I Case II E (p) Case I Case II (q) Case I Case II (r) Case I Case II F (p) Case I Case II (q) Case I Case II (r) Case I Case II G (p) Case I Case II

Height upto 5m PCC Grade M25 Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump PCC Grade M30 Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant, RCC Grade M20 Height upto 5m Using concrete Mixer With Batching Plant, Height 5m to 10m Using concrete Mixer With Batching Plant, Height above 10m Using concrete Mixer With Batching Plant, RCC Grade M25 Height upto 5m Using concrete Mixer With Batching Plant, Height 5m to 10m Using concrete Mixer With Batching Plant, Height above 10m Using concrete Mixer With Batching Plant, RCC Grade M30 Height upto 5m Using concrete Mixer With Batching Plant,

Page 60 of 346

Summary of Rate Analysis Descriptions

Unit

(q) Case I

Height 5m to 10m Using concrete Mixer

cum

#VALUE!

Case II (r)

With Batching Plant, Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

13.6

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

tonne

#VALUE!

13.7

Supplying, fitting and placing Mild steel reinforcement complete in substructure as per drawing and technical specification

tonne

#VALUE!

each

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

tonne capacity

#VALUE!

tonne capacity

#VALUE!

tonne capacity

#VALUE!

cubic centimetr e

#VALUE!

tonne capacity

#VALUE!

tonne capacity

#VALUE!

Item No.

Case I Case II H (p) Case I Case II (q) Case I Case II (r) Case I Case II

13.9 A B

13.11

13.12

13.13

13.14

13.15

13.16

Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification

13.8

13.10

With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M35

Rate

Granular material Sandy material Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and Technical Specifications. Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.

Page 61 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-14 SUPER-STRUCTURE Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification

14.1

Case I

RCC Grade M20 Using Concrete Mixer

(i)

For solid slab super-structure, 20-30% of (a+b+c)

A

(p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c)

(ii) (p) (q) (r) B Case I (i) (p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q) (r) C Case I (i) (p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q)

Height upto 5m Height 5m to 10m Height above 10m RCC Grade M25 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m RCC Grade M 30 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant, Transit Mixer and Concrete Pump. For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m

Page 62 of 346

Summary of Rate Analysis Item No. (r) D Case 1 (i) (p) (q) (r)

Descriptions

Unit

Height above 10m RCC/PSC Grade M35 Using concrete mixer. For solid slab super-structure, 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

Rate

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

For T-beam & slab, 23-33% of (a+b+c)

(ii) (p) (q) (r) (iii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q) (r) (iii) (p) (q) (r) E Case 1 (i) (p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q) (r) (iii) (p) (q) (r) F (i) (p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m For box girder and balanced cantilever, 38-58% of cost of concrete. Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 23-33% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For box girder and balanced cantilever, 38-58% of cost of concrete. Height upto 5m Height 5m to 10m Height above 10m PSC Grade M-40 Using concrete mixer. For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 23-33% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For box girder and balanced cantilever, 38-58% of cost of concrete. Height upto 5m Height 5m to 10m Height above 10m PSC Grade M-45 For solid slab/voided slab super-structure, 16-26% of cost of concrete (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For I-beam & slab including launching of precast girders by launching truss upto 40 m span, 21-31% of cost of concrete.

(ii) (p) (q)

Height upto 5m Height 5m to 10m

Page 63 of 346

Summary of Rate Analysis Item No. (r) (iii) (p) (q) (r)

Descriptions

Unit

Height above 10m For cast-in-situ box girder, segmental construction and balanced cantilever, 36-56% cost5m of concrete. Heightofupto

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

tonne

#VALUE!

tonne

#VALUE!

cum

#VALUE!

sqm

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre each cum

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

Height 5m to 10m Height above 10m

Rate

PSC Grade M-50

G (i) (p) (q) (r)

For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55% cost5m of concrete Heightofupto Height 5m to 10m Height above 10m PSC Grade M- 55

H (i) (p) (q) (r)

For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55% cost5m of concrete Heightofupto Height 5m to 10m Height above 10m a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

14.2

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

14.3 14.4

Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.) Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification Drainage Spouts complete as per drawing and Technical specification

14.5

14.6

14.7

14.8 14.9 14.10 14.11

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

14.12

Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy Coating (FBEC) (To be taken as per the prevailing market rates.) Precast - pretensioned Girders (Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and technical specifications) Providing and fixing Helical pipes in voided concrete slabs

14.13 14.14

cum

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.

metre

#VALUE!

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

metre

#VALUE!

14.15

Crash Barriers (The rate analysis for rigid crash barrier in reinforced cement concrete, semi-rigid crash barrier with metal beam and flexible crash barrier with wire ropes have been made and included in chapter-8 on Traffic and Transportation.)

14.16

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.) Filler joint

14.17

14.18 (i) (ii)

tonne

Page 64 of 346

Summary of Rate Analysis Item No. (iii)

(iv)

14.19

14.20

14.21

14.22

14.23

14.24

Descriptions

Unit

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod,Steel all asExpansion per approved drawings andand specifications.) Elastomeric Slab Joint (Providing laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.) Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.) Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) Modular Strip / Box Seal Joint (Providing and laying of a modular strip Box steel expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) Modular Strip / Box Seal Joint (Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)

Page 65 of 346

Rate

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS

A

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.

A

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder

15.1

15.2

15.3

15.4

B 15.5

Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) Toe protection (A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concrete block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.

15.6

15.7

15.8 A B 15.9 15.10 A B

Rubble stone laid in cement mortar 1:3 Cement Concrete blocks Grade M15 Dry rubble Flooring Curtain wall complete as per drawing and Technical specification Stone masonry in cement mortar (1:3) Cement concrete Grade M15

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

sqm

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

15.11

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

cum

#VALUE!

15.12

Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire)

cum

#VALUE!

15.13

Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)

cum

#VALUE!

Page 66 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-16 REPAIR AND REHABILITATION Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm) Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.

16.1

16.2 16.3

16.4

16.5 A B

Cement Grout Cement mortar (1:1) Grouting

16.6

Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.

16.7

Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.

16.8

16.9

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

each

#VALUE!

kg kg

#VALUE! #VALUE!

sqm

#VALUE!

kg

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

16.10

Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete

sqm

#VALUE!

16.11

Eproxy bonding of new concrete to old concrete

sqm

#VALUE!

tonne

#VALUE!

tonne

#VALUE!

tonne

#VALUE!

each each metre metre metre metre

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

16.12

16.13

16.14 16.15 16.16 16.17 16.18 16.19 16.20 16.21 16.22 16.23

Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification Replacement of bearings complete as per Technical specification Rectification of bearings as per Technical specifications Replacement of Expansion Joints complete as per drawings Replacement of damaged concrete railing. Replacement of crash barrier. Replacement of damaged mild steel railing Repair of crash barrier (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concrete after erection of proper form work.) Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.) Repair of steel Railing (Repair of steel railing to bring it to the original shape)

Page 67 of 346

Ref. to Sr No MoRT H 1.1 Spec.

1.2

1.3

CHAPTER-1 CARRIAGE OF MATERIALS Description

Unit

Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kanker/Moorum. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return Unit =trip cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading ii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour iii) Maneuvering, reversing, dumping and turning for return iv) Waiting time, unforeseen Total a) Machinery Tipper 5.5 tonnes capacity Front end-loader 1 cum bucket capacity @ 25 cum/hour b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/ 5.5 Note Unloading will be by tipping. Loading and Unloading of Boulders by Manual Means Unit = cum Taking output = 5.5 cum a) Labour Mate Mazdoor for loading and unloading b) Machinery Tipper 5.5 tonne capacity c) Overhead charges @ input on d) Contractor's profit @ input on Cost for5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 Note Unloading will be by tipping. Loading and Unloading of Cement or Steel by Manual Means and Stacking. Unit = tonne Taking output = 10 tonnes a) Labour Mate Mazdoor for loading and unloading b) Machinery Truck 10 tonne capacity c) Overhead charges @ input on d) Contractor's profit @ input on Cost for10 tonnes = a+b+c+d Rate per tonnes = (a+b+c+d)/10

1.4

(i)

Cost of Haulage Excluding Loading and Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unit = t.km Taking output 10 tonnes load and lead 10 km = 100 t.km Surfaced Road Speed with load : 25 km / hour. Speed while Returning empty :35 km / hour. a) Machinery. Tipper 10 tonne capacity Time taken for onward haulage with Time taken for empty return trip. b) Overhead charges @ input on (a) c) Contractor's profit @ input on Page 1 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

cum

1 Min 13 Min 2 Min 4 Min 20 Min hour hour

0.330 input 0.330 input

#VALUE! #VALUE!

P&MP&M017

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day

0.110 input 0.750 input

#VALUE! #VALUE!

L-12 L-13

hour

0.750 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

day day

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

hour

2.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

hour hour

0.400 input 0.290 input

#VALUE! #VALUE! #VALUE! #VALUE!

P&MP&M-

Ref. to Sr No MoRT H Spec.

1.4

Description

Unit

Quantity

cost for 100 t km = a+b+c Rate per t.km = (a+b+c)/100 (ii)

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! say #VALUE!

Rate Rs

Unsurfaced Graveled Road Speed with load: 20 km / hour Speed for empty return trip :30 km / hour a)

Machinery Tipper 10 tonnes capacity Time taken for onward haulage with load Time taken for empty return trip

b)

hour

0.500 input

#VALUE!

hour

0.330 input

#VALUE!

P&M048 P&M-

#VALUE!

048

Overhead charges @ input on (a)

c) Contractor's profit @ input on (a+b) Cost for 100 t .km = a+b+c

#VALUE! #VALUE!

Rate per t.Km = (a+b+c)/100

#VALUE! say #VALUE!

1.4

(iii)

Katcha Track and Track in River Bed/Nallah Bed and Choe Bed. Speed with load :10 km / hour Speed while returning empty:15 km / hour a)

Machinery Tipper 10 tonnes capacity

b)

Time taken for onward haulage

hour

1.000 input

#VALUE!

Time taken for empty return trip

hour

0.670 input

#VALUE!

P&M048 P&M-

#VALUE!

048

Overhead charges @ input on (a)

#VALUE!

c) Contractor's profit @ input on (a+b) Cost for 100 t .km = a+b+c

#VALUE!

Rate per t.Km = (a+b+c)/100

#VALUE! say #VALUE!

1.5

Hand Broken Stone Aggregates 63 mm Nominal Size Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) stacking as directed Unit =and cum Taking output = 1 cum a)

b)

Labour Mate

day

0.060 input

#VALUE!

L-12

Mazdoor

day

1.500 input

#VALUE!

L-13

cum

1.100 input

#VALUE! M-002

Material Supply of quarried stone 150 - 200 mm

c) size Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE! #VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

1.6

Crushing of Stone Aggregates 13.2 mm Nominal Size. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone of 13.2 mm nominal size. Unit =aggregates cum Taking Output = 600 cum at crusher location. a) Labour Mate

day

0.760 input

#VALUE!

L-12

Mazdoor Skilled

day

2.000 input

#VALUE!

L-14

Mazdoor including breaking of any boulder. b) oversize Material

day

17.000 input

#VALUE!

L-13

Stone Boulder of size 150 mm and below

cum

800.000 input

Page 2 of 346

#VALUE! M-001

Ref. to Sr No MoRT H Spec.

Description c)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity

Hour

6.000 input

#VALUE!

Hour

20.000 input

#VALUE!

Tipper 5.5 cum capacity

Hour

20.000 input

#VALUE!

P&M028 P&M017 P&M-

#VALUE!

048

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 600 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)*0.95/600

#VALUE! say #VALUE!

Note 1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 95 per cent of above cost will be attributed to the production of 600 cum of stone chips of 13.2 mm size and balance 5 per cent to the production of stone dust which out as stone a by-product. 3. Thecomes integrated crusher includes 1.7

primary and secondary crushing units. Crushing of Stone Aggregates 20 mm Nominal of Size Crushing stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone of 20 mm nominal size. Unit =aggregates cum Taking Output = 670 cum at crusher location. a) Labour Mate

day

0.760 input

#VALUE!

L-12

Mazdoor Skilled

day

2.000 input

#VALUE!

L-14

Mazdoor including breaking of any size b) boulder. Material

day

17.000 input

#VALUE!

L-13

Stone Boulder of size 150 mm and c) below Machinery

cum

800.000 input

Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity

Hour

6.000 input

#VALUE!

Hour

20.000 input

#VALUE!

Tipper 5.5 cum capacity

Hour

20.000 input

#VALUE!

P&M028 P&M017 P&M-

#VALUE!

048

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! M-001

#VALUE!

(a+b+c+d) Cost for 670 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)*0.90/670

#VALUE! say #VALUE!

Note 1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 20 and 40 2. mm. 90 per cent of above cost will be attributed to the production of 670 cum of stone aggregates of 20mm size and balance 10 per cent will be for smaller size aggregates and stone dust which comes out as by-product. 3. aThe integrated stone crusher includes 1.8

primary and secondary crushing units. Crushing of Stone Aggregates 40 mm Nominal Size Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone of 40 mm nominal size. Unit =aggregates cum Taking Output = 750 cum at crusher location. a) Labour Mate

day

0.760 input

#VALUE!

L-12

Mazdoor Skilled

day

2.000 input

#VALUE!

L-14

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor b)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

day

17.000 input

cum

800.000 input

Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity

Hour

6.000 input

#VALUE!

Hour

20.000 input

#VALUE!

Tipper 5.5 cum capacity

Hour

20.000 input

#VALUE!

P&M028 P&M017 P&M-

#VALUE!

048

Material

Stone Boulder of size 150 mm and c) below Machinery

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 750 cum = (a+b+c+d+e)x0.85 Rate per cum (a+b+c+d+e)x0.85/750

#VALUE! =

Note 1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 85 per cent of above cost will be attributed to the production of 750 cum of stone aggregates of 40mm size and balance 15 per cent will be for smaller size aggregates and stone dust which comes out as by-product. 3. aThe integrated stone crusher includes primary and secondary crushing units.

Page 4 of 346

#VALUE! M-001

#VALUE! say #VALUE!

CHAPTER-2 SITE CLEARANCE

Ref. to Sr No MoRT H 2.1 Spec. 201

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Cutting of Trees, including cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling the depression/pit. Unit =inEach (i)

Girth from 300 mm to 600 mm a)

Labour Mate

Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable within 1000 metres lead by b) materials Machinery Tractor-trolley

day

0.020 input

#VALUE!

L-12

day

0.600 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE! #VALUE!

(a+b+c) Rate for each tree = a+b+c+d

#VALUE! say #VALUE!

2.1

(ii)

Girth from 600 mm to 900 mm a) Labour Mate Mazdoors for cutting trees including cutting, refilling, compaction of backfilling, and stacking of serviceable within 1000 metres lead by b) materials Machinery Tractor-trolley

day

0.040 input

#VALUE!

L-12

day

0.900 input

#VALUE!

L-13

hour

0.300 input

#VALUE!

P&M053

#VALUE!

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Rate for each tree = a+b+c+d

#VALUE! say #VALUE!

2.1

(iii)

Girth from 900 mm to 1800 mm a) Labour Mate Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable within 1000 metres b) materials Machinery Tractor-trolley

day

0.080 input

#VALUE!

L-12

day

2.000 input

#VALUE!

L-13

hour

0.400 input

#VALUE!

P&M053

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate for each tree = a+b+c+d

#VALUE! say #VALUE!

2.1

2.2

(iv)

201

Girth above 1800 mm a) Labour Mate Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable within 1000 metres b) materials Machinery Tractor-trolley c) Overhead charges @ input on d) Contractor's profit @ input on Rate for each tree = a+b+c+d Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of Means the area . By Manual Unit = Hectare Taking output = 1 Hectare Page 1 of 346

day day

0.160 input 4.000 input

#VALUE! #VALUE!

L-12 L-13

hour

0.600 input

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Ref. to Sr No MoRT H Spec.

2.3

Description

Unit

Labour Mate Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Rate per Hectare = a+b+c

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

a)

201

(i) A

day day

2.000 input 50.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

Mate

day

6.000 input

#VALUE!

L-12

Mazdoor

day 150.000 input

#VALUE!

L-13

#VALUE!

P&M053

Clearing and Grubbing Road Land . Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top Unit = Hectare Taking output = 1 Hectare By Manual Means:In area of light jungle a)

b)

Labour

Machinery Tractor-trolley

hour

1.000 input

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per Hectare = a+b+c+d

#VALUE! say #VALUE!

2.3 (i)

B

In area of thorny jungle a)

b)

Labour Mate

day

8.000 input

#VALUE!

L-12

Mazdoor

day 200.000 input

#VALUE!

L-13

#VALUE!

P&M053

Machinery Tractor-trolley

hour

2.000 input

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per Hectare = a+b+c+d

#VALUE! say #VALUE!

2.3

(ii)

By Mechanical Means

A

In area of light jungle a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13

hour

10.000 input

#VALUE!

hour

1.000 input

#VALUE!

P&M014 P&M053

Machinery Dozer 80 HP with attachment for removal of trees & stumps Tractor-trolley

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per Hectare = a+b+c+d

#VALUE! say #VALUE!

2.3 (ii)

B

In area of thorny jungle a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

hour

12.000 input

#VALUE!

hour

1.500 input

#VALUE!

P&M014 P&M053

Machinery Dozer 80 HP with attachment for removal of trees & stumps Tractor-trolley

c) Overhead charges @ input on (a+b) Page 2 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Contractor's profit @ input on (a+b+c) Rate per Hectare = a+b+c+d

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 2.4

202

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of Unit = cum Taking output = 1.25 cum (i)

Lime /Cement Concrete I

By Manual Means

A

Lime Concrete, cement concrete grade M-10 and below a) Labour

b)

Mate

day

0.040 input

#VALUE!

L-12

Mazdoor for dismantling and loading

day

1.000 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (i)

B

Cement Concrete Grade M-15 & M-20 a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mazdoor for dismantling and loading

day

1.250 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (i)

C

Prestressed / Reinforced concrete grade M-20 & above a) Labour

cement

Mate

day

0.150 input

#VALUE!

L-12

Blacksmith

day

0.250 input

#VALUE!

L-02

day

3.500 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4

II

A

By Mechanical Means for items No. 202( b)&Concrete ( c) Cement Grade M-15 & M-20 a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Mazdoor for loading and unloading

day

0.250 input

#VALUE!

L-13

Mazdoor with Pneumatic breaker

day

0.250 input

#VALUE!

L-14

Machinery

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1.5 cum per hour Tractor-trolley

Quantity

Rate Rs

hour

0.670 input

hour

0.270 input

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. #VALUE! P&M001 #VALUE! P&M#VALUE! 053 #VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 II

B

Prestressed / reinforced concrete grade M-20 & above a) Labour

b)

cement

Mate

day

0.050 input

#VALUE!

L-12

Mazdoor with Pneumatic breaker

day

0.660 input

#VALUE!

L-14

Blacksmith

day

0.250 input

#VALUE!

L-02

Mazdoor for loading and unloading

day

0.250 input

#VALUE!

L-13

hour

1.000 input

#VALUE!

hour

0.270 input

#VALUE!

P&M001 P&M053

Machinery Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1.00 cum per hour Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4

(ii) A

Dismantling Brick / Tile work In lime mortar a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.020 input

#VALUE!

L-12

day

0.500 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (ii)

B

In cement mortar a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.030 input

#VALUE!

L-12

day

0.750 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (ii)

C

In mud mortar a)

b)

Labour Mate

day

0.016 input

#VALUE!

L-12

Mazdoor for dismantling and loading

day

0.400 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE!

Page 4 of 346

#VALUE!

Ref. to Sr No MoRT H Spec. 2.4 (ii)

Description

D

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

Dry brick pitching or brick soling a)

Labour Mate

Mazdoor for Dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.014 input

#VALUE!

L-12

day

0.350 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4

(iii) A

Dismantling Stone Masonry Rubble stone masonry in lime mortar a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.024 input

#VALUE!

L-12

day

0.600 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (iii)

B

Rubble stone mortar. a) Labour

masonry

in

cement

Mate Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.030 input

#VALUE!

L-12

day

0.750 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (iii)

C

Rubble Stone Masonry in mud mortar. a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.020 input

#VALUE!

L-12

day

0.500 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (iii)

D

Dry rubble masonry a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.018 input

#VALUE!

L-12

day

0.450 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE!

Page 5 of 346

#VALUE!

Ref. to Sr No MoRT H Spec. 2.4 (iii)

Description

E

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

Dismantling stone pitching/ dry stone spalls. a) Labour Mate Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.016 input

#VALUE!

L-12

day

0.400 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (iii)

F

Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials. a) Labour Mate Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.020 input

#VALUE!

L-12

day

0.500 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE!

#VALUE!

say #VALUE! 2.4

(iv)

Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m plinth level a) above Labour Mate

day

0.060 input

#VALUE!

L-12

Carpenter

day

0.500 input

#VALUE!

L-04

day

1.000 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4

(v)

Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. Unit = tonne Taking output = 1 tonne

A

Including dismembering a)

Labour Mate

day

0.140 input

#VALUE!

L-12

Blacksmith

day

1.000 input

#VALUE!

L-02

day

2.500 input

#VALUE!

L-13

Mazdoor for dismantling, loading and Add unloading 2.5 per cent of cost of labour for gas cutting, ropes, pulleys etc. b) Machinery Tractor-trolley

#VALUE!

hour

0.170 input

#VALUE! #VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

P&M053

#VALUE!

(a+b+c) Rate per tonne = a+b+c+d

#VALUE! say #VALUE!

2.4 (v)

B

Excluding dismembering. a)

Labour Mate

day Page 6 of 346

0.220 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor for dismantling, loading and unloading Blacksmith

Quantity

Rate Rs

day

2.000 input

day

0.500 input

#VALUE!

L-02

#VALUE!

Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys etc. b) Machinery Tractor-trolley

Remark Cost Rs s/ Input ref. #VALUE! L-13

hour

0.170 input

#VALUE! #VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

P&M053

#VALUE!

(a+b+c) Rate per tonne = a+b+c+d

#VALUE! say #VALUE!

2.4 (v)

C

Extra over item No( v ) A and( v ) B for cutting rivets. Unit = each Taking output = 10 rivets a)

b)

Labour Mate

day

0.010 input

#VALUE!

L-12

Blacksmith

day

0.130 input

#VALUE!

L-02

Mazdoor

day

0.130 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Cost for 10 rivets = a+b+c

#VALUE!

Rate for each rivet = ( a+b+c)/10

#VALUE! say #VALUE!

2.4

(vi)

Scraping of Bricks Dismantled from Brick Work including Stacking. Unit = numbers Taking output = 1000 numbers

A

In lime/Cement mortar a)

b)

Labour Mate

day

0.140 input

#VALUE!

L-12

Mazdoor

day

3.500 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per1000 Nos = a+b+c

#VALUE! say #VALUE!

2.4 (iv)

B

In mud mortar a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mazdoor

day

1.250 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per1000 Nos = a+b+c

#VALUE! say #VALUE!

2.4

(vii) Scraping of Stone from Dismantled Stone Unit = Masonry cum Taking output = 1 cum A

In cement and lime mortar a)

b)

Labour Mate

day

0.060 input

#VALUE!

L-12

Mazdoor

day

1.400 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b)per cum = a+b+c Rate

#VALUE! say #VALUE!

2.4 (vii)

B

In Mud mortar a)

Labour Mate

day Page 7 of 346

0.010 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor b)

day

Quantity

Rate Rs

0.300 input

Overhead charges @ input on (a)

Remark Cost Rs s/ Input ref. #VALUE! L-13 #VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per cum = a+b+c

#VALUE! say #VALUE!

2.4

(viii) Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry Unit = sqm Taking output = 100 sqm a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor for scarping and loading

day

4.000 input

#VALUE!

L-13

hour

0.320 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 100 sqm = a+b+c+d

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d)/100

#VALUE! say #VALUE!

2.4

(ix)

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Unit = metre Taking output = 1 metre

A

Up to 600 mm dia a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Mazdoor

day

0.520 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE!

c) Contractor's profit @ input on (a+b)per metre = a+b+c Rate

#VALUE! #VALUE! say #VALUE!

2.4 (ix)

B

Above 600 mm to 900 mm dia a)

b)

Labour Mate

day

0.030 input

#VALUE!

L-12

Mazdoor

day

0.700 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per metre = a+b+c

#VALUE! say #VALUE!

C

2.4 (ix)

Above 900 mm a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mazdoor

day

1.200 input

#VALUE!

L-13

Overhead charges @ input on (a)

c) Contractor's profit @ input on (a+b) Rate per metre = a+b+c

#VALUE! #VALUE! #VALUE! say #VALUE!

2.5

202

Note 1. The excavation of earth, dismantling of stone masonry work in head walls and protection works is not included which is to be Credit measured and paid separately. 2. for retrieved stone from masonry work may be taken as per actual availability. Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and materials separately Unitunserviceable = cum Taking output = 1 cum Page 8 of 346

Ref. to Sr No MoRT H Spec.

Description I

By Manual Means

A

Bituminous courses a)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Labour Mate

Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.060 input

#VALUE!

L-12

day

1.500 input

#VALUE!

L-13

hour

0.380 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

2.5 I

B

Granular courses a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.040 input

#VALUE!

L-12

day

1.000 input

#VALUE!

L-13

hour

0.330 input

#VALUE!

P&M053

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

2.5

II A

By Mechanical Means Bituminous course a)

b)

Labour Mate

day

0.010 input

#VALUE!

L-12

Mazdoor

day

0.300 input

#VALUE!

L-13

hour

0.380 input

#VALUE!

hour

0.017 input

#VALUE!

P&M053 P&M-

#VALUE!

055

Machinery Tractor-trolley

Farm tractor with ripper @ 60 cum per c) hour Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

2.6

202

Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and Unit = cum Taking output = 1 cum a)

Labour Mate

day

0.030 input

#VALUE!

L-12

Semi skilled mazdoor for operating pneumatic tools Mazdoors as helpers including loading

day

0.500 input

#VALUE!

L-14

day

0.500 input

#VALUE!

L-13

Air compressor 250 cfm with two leads for pneumatic cutters/ hammers @ 1 cum per hour Tractor-trolley

hour

1.000 input

#VALUE!

hour

0.400 input

#VALUE!

Joint Cutting Machine with 2-3 blades

hour

1.000 input

#VALUE!

P&M001 P&M053 P&M-

#VALUE!

083

and unloading b) Machinery

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per cum = a+b+c+d

#VALUE! #VALUE! say #VALUE!

Page 9 of 346

Ref. to Sr No MoRT Description H Spec. Note The above analysis is for removal of complete pavement. In case full depth repair work is required to be done after dismantling, provision of a concrete cutting and sawing machine may be added for 0.25 2.7 202 Dismantling of Guard Rails

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials Unit = running metre separately. Taking output = 1 metre a)

Labour Mate

Mazdoor including loading and b) unloading Machinery Tractor-trolley

day

0.006 input

#VALUE!

L-12

day

0.150 input

#VALUE!

L-13

hour

0.050 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per metre = a+b+c+d

#VALUE! say #VALUE!

2.8

202

Dismantling of Kerb Stone Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre Unit = running metre Taking output = 10 metre a)

Labour Mate

Mazdoor including loading and b) unloading Machinery Tractor-trolley

day

0.010 input

#VALUE!

L-12

day

0.150 input

#VALUE!

L-13

hour

0.200 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 m = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

2.9

202

Dismantling of Kerb Stone Channel Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre Unit = running metre Taking output = 10 metre a)

Labour Mate

Mazdoor including loading and b) unloading Machinery Tractor-trolley

day

0.015 input

#VALUE!

L-12

day

0.225 input

#VALUE!

L-13

hour

0.300 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! #VALUE! say #VALUE!

2.10

202

Dismantling of Kilometre Stone Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto m and back filling of pit. Unit 1000 = Each Taking output = one KM stone

A

5th KM stone

Page 10 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Quantity of cement concrete = 0.392 cum a)

b)

Labour Mate

day

0.130 input

#VALUE!

L-12

Mazdoor

day

0.750 input

#VALUE!

L-13

hour

0.150 input

#VALUE!

P&M053

Machinery Tractor-trolley

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate for one 5th KM stone = a+b+c+d

#VALUE! say #VALUE!

B

Ordinary KM Stone Quantity of cement concrete = 0.269 cum a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Mazdoor

day

0.500 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M053

Machinery Tractor-trolley

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate for one ordinary KM stone = a+b+c+d C

#VALUE! say #VALUE!

Hectometre Stone Quantity of cement concrete = 0.048 cum a)

b)

Labour Mate

day

0.004 input

#VALUE!

L-12

Mazdoor

day

0.100 input

#VALUE!

L-13

hour

0.020 input

#VALUE!

P&M053

Machinery Tractor-trolley

#VALUE!

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d) (a+b+c) Rate for a+b+c+d 2.11

202

one

Hectometre

stone

#VALUE! #VALUE!

=

say #VALUE!

Dismantling of Fencing Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. Unit = running metre Taking output = 30 metres a)

b)

Labour Mate

day

0.150 input

#VALUE!

L-12

Mazdoor including loading and unloading Blacksmith

day

3.000 input

#VALUE!

L-13

day

0.750 input

#VALUE!

L-02

hour

0.150 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 30 metres = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/30

#VALUE! #VALUE! say #VALUE!

2.12

202

Dismantling of CI Water Pipe Line Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department Page 11 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = running metre Taking output = 10 metres a)

Labour Mate

day

0.090 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

Plumber

day

0.250 input

#VALUE!

L-02

Truck 10 tonne capacity

hour

0.250 input

#VALUE!

Light Crane 3 tonne capacity

hour

0.500 input

#VALUE!

P&M057 P&M-

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

013

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

b)

Machinery

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

2.13

202

Note The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately. Removal of Cement Concrete Pipe of Sewer Gutter Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling Unit = running metre Taking output = 10 metres a)

Labour Mate

day

0.100 input

#VALUE!

L-12

Mazdoor

day

2.500 input

#VALUE!

L-13

Crane 5 tonne capacity

hour

0.300 input

#VALUE!

Truck flat body 10 tonne

hour

1.000 input

#VALUE!

P&M070 P&M-

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

057

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

b)

Machinery

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

2.14

202

Note The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately. Removal of Telephone / Electric Poles and Linesof telephone / Electric poles Removal including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 Unit =metres each and stacking the serviceable Taking output = 30 Nos a)

b)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

Electrician/Lineman

day

2.000 input

#VALUE!

L-02

hour

1.500 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 30 poles = a+b+c+d

#VALUE!

Rate per pole = (a+b+c+d)/30

#VALUE! #VALUE! say #VALUE!

Page 12 of 346

Ref. to Sr No MoRT H 3.1 Spec. 301

3.2

301

CHAPTER - 3 EARTH WORK, EROSION CONTROL AND DRAINAGE Description

Unit

Excavation in Soil by Manual Means . Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with lifts and lead upto1000 metres. Unit all = cum Taking output = 120 cum a) Labour Mate Mazdoor b) Machinery Truck 5.5 cum capacity c) Overhead charges @ input on d) Contractor's profit @ input on Cost of 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day

1.800 input 45.000 input

#VALUE! #VALUE!

L-12 L-13

hour

10.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

day day

2.800 input 70.000 input

#VALUE! #VALUE!

L-12 L-13

hour

10.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

day day

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

hour

6.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Note In case there is a situation where the crosssection is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall omitted. Rock by Manual Excavation inbe Ordinary Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto metres Unit 1000 = cum Taking output = 120 cum a) Labour Mate Mazdoor b) Machinery Truck 5.5 cum capacity c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120

3.3

301

Note In case there is a situation where the crosssection is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall omitted. Excavation inbe Soil with Dozer with lead upto 100 metres Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross Unit = cum Taking output = 180 cum a) Labour Mate Mazdoor b) Machinery Dozer, 80 HP @ 30 cum per hour c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 180 cum = a+b+c+d Rate per cum = (a+b+c+d)/180

3.4

301

Excavation in Ordinary Rock with Dozer with lead upto 100 metres

Page 1 of 346

Ref. to Sr No MoRT H Spec.

3.5

301

Description

Unit

Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross Unit = cum Taking output = 108 cum a) Labour Mate Mazdoor b) Machinery Dozer, 80 HP @ 20 cum per hour c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 108 cum = a+b+c+d Rate per cum = (a+b+c+d)/108

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day

0.120 input 3.000 input

#VALUE! #VALUE!

L-12 L-13

hour

6.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Mate

day

0.220 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Driller

day

2.000 input

#VALUE!

L-06

Blaster

day

0.250 input

#VALUE!

L-03

Dozer, 80 HP @ 30 cum per hour

hour

6.000 input

#VALUE!

Air compressor, 250 cfm with 2 jack hammer Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M014 P&M-

hour

6.000 input

#VALUE!

Tipper10 tonne capacity

hour

11.250 input

#VALUE!

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and Unitdisposal = cum of cut road with in all lifts and Taking 0utput = 180 cum a)

b)

c)

Labour

Machinery

001 P&M017 P&M048

Materials Gelatin 80 per cent

kg

Electric Detonators @ 1 detonator for 2 gelatin sticks of 125 gms each Credit for excavated rock found suitable for use @ 50 per cent quantity blasted d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

63.000 input

each 252.000 cum

90.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 0.00 0.00 M-089 #VALUE! #VALUE!

(a+b+c+d) Cost for 180 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/180

#VALUE! say #VALUE!

3.6

301

Note 1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced/restricted extent. Excavation in Soilto that using Hydraulic Excavator CK 90 and Tippers with Disposal metres.in soil with Excavationupto for 1000 roadwork hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts Unit = cum Taking output = 360 cum a)

Labour Mate

day Page 2 of 346

0.080 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor b)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

day

2.000 input

hour

6.000 input

#VALUE!

hour

16.000 input

#VALUE!

Machinery

Hydraulic excavator 0.9 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

P&M026 P&M048

#VALUE!

(a+b+c) Cost for 360 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/360

#VALUE! say #VALUE!

3.7

301

Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with Disposal upto 1000 metres. Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, Unit = cum Taking output = 240 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

11.000 input

#VALUE!

P&M026 P&M048

Machinery

Hydraulic Excavator 0.90 cum bucket capacity @ 36 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 240 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/240

#VALUE! say #VALUE!

3.8

301

A

Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of Mechanised Unit = cum Taking output = 36 cum a)

Labour Mate

day

0.400 input

#VALUE!

L-12

day

10.000 input

#VALUE!

L-13

Hydraulic excavator with rock breaker attachment @ 6 cum per hour Tipper 5.5 cum capacity, 1 trip per hour.

hour

6.000 input

#VALUE!

Credit for excavated rock found suitable for use @ 50 per cent of excavated c) quantity Overhead charges @ input on (a+b) d) Contractor's profit @ input on

cum

Mazdoor for trimming slopes including mannul loading in truck b) Machinery

(a+b+c) Cost for 36 cum = a+b+c+d

hour

6.500 input 18.000

0.00

P&M026 #VALUE! P&M048 0.00 M-089 #VALUE! #VALUE! #VALUE!

Rate per cum = (a+b+c+d)/36

#VALUE! say #VALUE!

Note 1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be restricted/reduced to that extent. Page 3 of 346

Ref. to Sr No MoRT H Spec. 3.8

Description

B

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

3.Being small quantity, manual loading will be economical in this case and has been provided accordingly. Manual Method Unit = cum Taking output = 16 cum a)

Labour Mate

day

1.640 input

#VALUE!

L-12

Mazdoor including loading in truck

day

16.000 input

#VALUE!

L-13

Chiseller

day

24.000 input

#VALUE!

L-05

Blacksmith

day

1.000 input

#VALUE!

L-02

Tipper 5.5 cum capacity, 1 trip per hour.

hour

2.900 input

#VALUE!

Credit for excavated rock found suitable for use @ 50 per cent of excavated c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

cum

8.000

P&M048 M-089

b)

Machinery 0.00

0.00 #VALUE! #VALUE!

(a+b+c) Cost for 16 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/16

#VALUE! say #VALUE!

3.9

301

Note 1. Credit is considered for 50 per cent of quantity of work. 2. Loading for disposal will be done manually, being small quantity. 3. In case some rock is issued to contractor at site, the item of carriage shall be omitted to the extent of quantity issued to the contractor. Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and Unitdisposal = cum of cut road with in all lifts and Taking output = 180 cum a)

b)

Labour Mate

day

0.220 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Driller

day

2.000 input

#VALUE!

L-06

Blaster

day

0.500 input

#VALUE!

L-03

Dozer 80 HP @ 30 cum per hour

hour

6.000 input

#VALUE!

Air compressor, 250 cfm with 2 jack hammers Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M014 P&M-

hour

6.000 input

#VALUE!

hour

8.200 input

#VALUE!

kg

63.000 input

Machinery

Tipper 5.5 cum capacity, 4 trips per c) hour. Materials Gelatin 80 per cent Electric Detonators @ 1 detonator for1/2 gelatin stick of 125 gms each Credit for excavated rock found suitable for use @ 50 per cent quantity blasted Add 5 per cent of cost of a+b+c towards muffling arrangements to guard against any rock fly off during d) blasting Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 180 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/180

048 each 1008.000 cum

90.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 0.00 0.00 M-089 #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note 1. Credit is considered for 50 per cent of quantity of blastered rock, if found suitable for construction..

Page 4 of 346

001 P&M017 P&M-

Ref. to Sr No MoRT H Spec. 3.10

301

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced tointhat extent. Excavation Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross Unit = cum Taking output = 300 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

13.640 input

#VALUE!

P&M026 P&M048

Machinery

Hydraulic excavator 0.90 cum bucket capacity @ 50 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 300 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/300

#VALUE! say #VALUE!

3.11

301

Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per=clause Unit cum 305. Taking output = 360 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

16.360 input

#VALUE!

P&M026 P&M048

Machinery

Excavator0.90 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 360 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/360

#VALUE! say #VALUE!

3.12

303

Note This item does not include replacement of unsuitable soil by suitable soil. Replacement, where required, is to be provided and of paid separately under clause Presplitting Rock Excavation Slopes Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, Unit = sqm Taking output = 400 sqm( 120 cum considering 300mm average depth of excavation over the existing rock face) a) Labour

b)

Mate

day

0.600 input

#VALUE!

L-12

Mazdoor

day

15.000 input

#VALUE!

L-13

Machinery

Page 5 of 346

Ref. to Sr No MoRT H Spec.

Description

c)

Unit

Quantity

Rate Rs

Air compressor 250 cfm with 2 leads @ 20 cum per hour Dozer, 80 HP

hour

6.000 input

hour

6.000 input

Front end loader 1 cum bucket capacity

hour

6.000 input

Remark Cost Rs s/ Input ref. #VALUE! P&M001 #VALUE! P&M014 #VALUE! P&M017

Materials Gelatin 80 per cent

kg

Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

42.000 input

each 672.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 #VALUE! #VALUE!

(a+b+c+d) Cost for 400 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/400

#VALUE! say #VALUE!

3.13

304

Note In case blasted rock is used to the contractor against payment for constructed work, the cost of carriage shall be reduced to that extent. Excavation for Structures

(i)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the Ordinary soil Unit = cum Taking output = 10 cum

A

Manual Means (Depth upto 3 m) a)

b)

Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor

day

8.000 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE!

c) Contractor's profit @ input on (a+b) Cost for 10 cum = a+b+c

#VALUE! #VALUE!

Rate per cum = (a+b+c)/10

#VALUE! say #VALUE!

3.13 (i)

Note Cost of dewatering may be added where required upto 10 per cent of labour cost Assessment for dewatering shall be made as per site conditions.. B Mechanical Means (Depth upto 3 m) Unit = cum Taking output = 300 cum a)

b)

Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor

day

8.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M026

Machinery Hydraulic excavator 1.0 cum bucket

c) capacity Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 300 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/300

#VALUE!

#VALUE!

say #VALUE!

3.13

Note Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made per site conditions.. (ii) as Ordinary Rock (not requiring blasting) A

Manual Means (Depth upto 3 m) Unit = cum Taking output = 10 cum a)

Labour Mate

day Page 6 of 346

0.400 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor b)

day

Quantity

Rate Rs

10.000 input

Overhead charges @ input on (a)

Remark Cost Rs s/ Input ref. #VALUE! L-13 #VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Cost for 10 cum = a+b+c

#VALUE!

Rate per cum = (a+b+c)/10

#VALUE! say #VALUE!

3.13 (ii)

Note Cost of dewatering upto 10 per cent of labour cost may be added, where required. Assessment for dewatering shall be made as per site conditions.. B Mechanical Means Unit = cum Taking output = 216 cum a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M026

Machinery Hydraulic excavator 1.0 cum bucket

c) capacity Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 216 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/216

#VALUE! say #VALUE!

3.13

Note 1.Cost of dewatering upto 5 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as siteof conditions. 2.Inper case rock, foundation beyond3 m is not dug and hence not included. (iii) Hard Rock ( requiring blasting ) A

Manual Means Unit = cum Taking output = 10 cum a)

b)

Labour i) Mate

day

0.530 input

#VALUE!

L-12

ii) Driller

day

0.840 input

#VALUE!

L-06

iii) Blaster

day

0.400 input

#VALUE!

L-03

iv) Mazdoor

day

12.000 input

#VALUE!

L-13

hour

0.667 input

#VALUE!

P&M001

3.500 input

#VALUE! M-104

Machinery

Air Compressor 250 cfm with 2 jack hammer @ 15 cum per hour c) Material Blasting Material

kg

Detonator electric

each

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

14.000

#VALUE! #VALUE! M-094 / 100 #VALUE! #VALUE!

(a+b+c+d) Cost for 10 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/10

#VALUE! say #VALUE!

3.13

Note Cost of dewatering @ 10 per cent of labour cost may be added, where required Assessment for dewatering shall be made perRock site conditions. (iv) as Hard ( blasting prohibited ) Unit = cum Taking output = 10 cum A

Mechanical Means a)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Page 7 of 346

Ref. to Sr No MoRT H Spec.

Description b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Machinery

Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1 cum per hour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

hour

10.000 input

#VALUE!

P&M001

#VALUE! #VALUE!

(a+b+c) Cost for 10 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/10

#VALUE! say #VALUE!

3.13

Note 1. Cost of dewatering upto 5 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per siteofconditions. 2.In case rock, foundation beyond 3 m is not dug and hence not included. (v) Marshy soil Unit = cum Taking output = 10 cum A

Manual means ( upto 3 m depth) a)

b)

Labour Mate/Supervisor

day

0.400 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

hour

2.670 input

#VALUE!

P&M053

cum

5.000 input

#VALUE! M-163

Machinery Tractor-trolley

c)

Material Selected earth for refilling

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = ( a+b+c+d+e)/ 10

#VALUE! say #VALUE!

3.13 (v)

Note 1. Cost of dewatering @ 30 per cent of (a), may be added, where required Assessment for dewatering shall be made as per site conditions. 2. Shoring & strutting 20 per cent of (a), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for ordinary soil B Mechanical Means a)

Labour i) Mate

ii) Mazdoor for dressing sides, bottom backfilling b) and Machinery Hydraulic excavator 1.0 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Material Selected earth for refilling

day

0.080 input

#VALUE!

L-12

day

2.000 input

#VALUE!

L-13

hour

0.170 input

#VALUE!

hour

0.450 input

#VALUE!

P&M026 P&M048

cum

5.000 input

#VALUE! M-163

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/10

#VALUE! #VALUE! say #VALUE!

Note 1. Cost of dewatering @ 20 per cent of (a+b) may be added, where required 2. Shoring & strutting @ 10 per cent of (a+b), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) toExisting (iv) for ordinary soil Surface to 3.14 305.4. Scarifying Granular 3 a Depth of 50 mm by Manual Means Page 8 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto metres. Unit 1000 = sqm Taking output = 100 sqm a)

Labour Mate

Mazdoor including loading and b) unloading Machinery Tractor-trolley

day

0.200 input

#VALUE!

L-12

day

5.000 input

#VALUE!

L-13

hour

1.670 input

#VALUE!

P&M053

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d)/100

#VALUE! say #VALUE!

Note In case material is to be reused at site, transportation cost catered above for disposal shall be deleted. 3.15 305.4. Scarifying Existing Bituminous Surface 3 to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto metres. Unit 1000 = sqm Taking output = 100 sqm a)

b)

Labour Mate

day

0.010 input

#VALUE!

L-12

Mazdoor

day

0.250 input

#VALUE!

L-13

hour

0.080 input

#VALUE!

hour

0.200 input

#VALUE!

P&M055 P&M-

hour

0.230 input

#VALUE!

Machinery

Tractor with ripper attachment @ 60 cum Frontper endhour loader 1 cum bucket capacity @ 25 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

017 P&M048

#VALUE!

(a+b+c) Cost for 100 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/100

#VALUE! say #VALUE!

3.16

305

Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting Unit = cum to meet requirement of table Taking output = 100 cum a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

hour

1.670 input

#VALUE!

tonne.k m

160 x L input

Add 10 per cent of cost of carriage to cover cost of loading and unloading Dozer 80 HP for spreading @ 200 cum per hour Motor grader for grading @ 100 cum

hour

0.500 input

#VALUE!

hour

1.000 input

#VALUE!

per hour Water tanker6 KL capacity

hour

4.000 input

#VALUE!

Vibratory roller 8 -10 tonnes @ 100 cum per hour

hour

1.000 input

#VALUE!

Machinery Hydraulic Excavator1 cum bucket capacity @ 60 cum per hour Tipper 10 tonne capacity

Page 9 of 346

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058 P&M014 P&M032 P&M060 P&M059

Ref. to Sr No MoRT H Spec.

Description c)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Material Cost of water

KL

Compensation for earth taken from land charges @ input on d) private Overhead (a+b+c) e) Contractor's profit @ input on

24.000 input

#VALUE! M-189

cum 100.000 input

#VALUE! M-092 #VALUE! #VALUE!

(a+b+c+d) Cost for 100 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

3.17

305

Note Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required Construction of Embankment with to be Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted Unit = cumto meet requirement of table Taking output = 100 cum a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Mazdoor

day

0.500 input

#VALUE!

L-13

Dozer 80 HP for spreading @ 200 cum per hour Motor grader for grading @ 100 cum

hour

0.500 input

#VALUE!

hour

1.000 input

#VALUE!

P&M014 P&M-

per hour Water tanker6 KL capacity

hour

4.000 input

#VALUE!

hour

1.000 input

#VALUE!

Machinery

Vibratory roller 8-10 tonnes @ 100 cum hour c) perMaterial Cost of water

032 P&M060 P&M059

KL

24.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Rate for 100 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

3.18

305

Note In case the earth cutting is done by dozer and pushed for filling in the embankment, the input of dozer in the cost of embankment shall be deleted as the same is already provided in the cost of excavation. However, if the earth is dumped by tippers from roadway cutting, the input Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement Unit = cum of table No. 300-2 Taking output = 100 cum a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

hour

1.670 input

#VALUE!

tonne.k m

175xL input

Machinery Hydraulic excavator1 cum bucket capacity @ 60 cum per hour Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Page 10 of 346

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! P&M014 #VALUE! P&M-

Dozer 80 HP for spreading @ 200 cum per hour Motor grader for grading @ 50 cum per

hour

0.500 input

hour

2.000 input

hour Water tanker with 6 km lead

hour

4.000 input

#VALUE!

hour

1.250 input

#VALUE!

Vibratory roller 8-10 tonnes @ 80 cum hour c) perMaterial Cost of water

059 KL

Compensation for earth taken from land charges @ input on d) private Overhead (a+b+c) e) Contractor's profit @ input on

032 P&M060 P&M-

24.000 input

#VALUE! M-189

cum 100.000 input

#VALUE! M-092 #VALUE! #VALUE!

(a+b+c+d) Cost for 100 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

3.19 305.3. Compacting Original Ground 4 Case-I Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. Unit = cum Taking output = 600 cum a)

b)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Tractor with ripper attachment

hour

9.000 input

#VALUE!

Motor grader for grading

hour

6.000 input

#VALUE!

P&M055 P&M-

Water tanker 6 KL capacity

hour

4.000 input

#VALUE!

hour

7.500 input

#VALUE!

Machinery

Vibratory roller 8-10 tonne @ 80 c) cum/hour Material Cost of water

032 P&M060 P&M059

KL

24.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 600 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/600

#VALUE! say #VALUE!

3.19

Case- :Compacting original ground II supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300Unit = cum Taking output = 600 cum a)

b)

c)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

Tractor with ripper attachment

hour

6.000 input

#VALUE!

Vibratory road roller 8-10 tonne capacity Water tanker6 KL capacity

hour

7.500 input

#VALUE!

P&M055 P&M-

hour

4.000 input

#VALUE!

KL

24.000 input

Machinery

Material Cost of water

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 600 cum = (a+b+c+d+e)

#VALUE!

Rate per sqm = (a+b+c+d+e)/600

#VALUE! #VALUE! say #VALUE!

Page 11 of 346

059 P&M060

Ref. to Sr No MoRT H 3.20 Spec. 305

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Stripping and Storing Top Soil Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment Unit = cum material is not conducive to Taking output = 10 cum a)

b)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M014

Machinery Dozer 80 HP @ 100 cum per hour

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 cum = (a+b+c+d)

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/10

#VALUE! say #VALUE!

3.21

Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields. Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the Unit = cum Taking output = 300 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M014

Machinery Dozer, 80 HP

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 300 cum = (a+b+c+d)

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/300

#VALUE! say #VALUE!

3.22

307

Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation Unit = sqmof ground, fetching of sods and Taking output = 100 sqm a)

Labour Mate

Mazdoor for preparation of ground and fetching of sods b) Machinery Water tanker including watering for 3 months Tractor-trolley c)

day

0.120 input

#VALUE!

L-12

day

3.000 input

#VALUE!

L-13

hour

2.000 input

#VALUE!

hour

1.000 input

#VALUE!

P&M060 P&M-

cum

0.180 input

#VALUE! M-167

KL

12.000 input

#VALUE! M-189

053

Material Farm yard manure @ 0.18 cum per 100 sqm at site of work Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

Rate per 100 sqm = (a+b+c+d+e)/100

#VALUE! #VALUE! say #VALUE!

Page 12 of 346

Ref. to Sr No MoRT H 3.23 Spec. 308

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Seeding and Mulching Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all Unit = sqm Taking output = 240 sqm a)

b)

Labour Mate

day

0.400 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

hour

14.000 input

#VALUE!

hour

2.400 input

#VALUE!

P&M060 P&M053

Machinery Water tanker 6 KL capacity including watering for 3 months Tractor-trolley

c)

Material Seeds

kg

3.600 input

#VALUE! M-162

Sludge/Farm yard manure @ 0.18 cum per 100 sqm Bitumen Emulsion

cum

0.430 input

#VALUE! M-167

Jute netting, open weave, 2.5 cm square Cost of opening water for 3 months

sqm 264.000 input

litre KL

55.200

#VALUE! #VALUE! M-077

84.000 input

#VALUE! M-121 #VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 240 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/240

#VALUE! say #VALUE!

3.24

309

Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used = inmetre embankment within a lead of 50 Unit Taking output = 10 metres A

Mechanical means a)

Labour Mate

Mazdoor for dressing of bed and side of b) drain Machinery Hydraulic Excavator 0.3 cum bucket capacity @ 30 metres per hour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

day

0.010 input

#VALUE!

L-12

day

0.250 input

#VALUE!

L-13

hour

0.330 input

#VALUE!

P&M026

#VALUE! #VALUE!

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

3.24

B

Manual Means a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

Overhead charges @ input on (a)

c) Contractor's profit @ input on (a+b) Cost for 10 metres = a+b+c Rate per metre = (a+b+c)/10

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

3.25

309

Note Where lining of drain is provided, quantity shall be worked out based on approved design and drawing and priced on rate of cement concrete of approved grade or stone/brick masonry as the case may be. Surface Drains in Ordinary Rock Page 13 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 Excavated material to be used Unitto = 309. metre Taking output = 10 metres A

Mechanical Means a)

Labour Mate

Mazdoor for dressing of bed and side of b) drain Machinery Hydraulic Excavator 0.3 cum bucket capacity @ 15 metres per hour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

day

0.020 input

#VALUE!

L-12

day

0.500 input

#VALUE!

L-13

hour

0.670 input

#VALUE!

P&M026

#VALUE! #VALUE!

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

3.25

B

Manual Means a)

b)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Cost for 10 metres = a+b+c

#VALUE!

Rate per metre = (a+b+c)/10

#VALUE! say #VALUE!

3.26

3.27

309

309

Surface Drains in Hard Rock Rate per metre may be worked out based on quantity of hard rock as per design. For rate of hard rock cutting, refer relevant item in this chapter Sub-Surface Drains with Perforated Pipe Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x Unit = metre Taking output = 10 metres a)

c)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor for excavation and back filling

day

2.000 input

#VALUE!

L-13

metre

10.000 input

#VALUE! M-135

cum

2.400 input

#VALUE! M-012

Material Perforated pipe of cement concrete, internal dia 100 mm Crushed stone as per table 300-3

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 metres = a+b+c+d+e

#VALUE!

Rate per metre = (a+b+c+d+e)/10

#VALUE! #VALUE! say #VALUE!

3.28

309

Note Type of pipe may be modified depending upon provision in design. Aggregate Sub-Surface Drains

Page 14 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway. Unit = metre Taking output = 10 metres a)

Labour Mate

Mazdoor for excavation and back filling with aggregates b) Material Crushed stone as per table 300-3

day

0.020 input

#VALUE!

L-12

day

1.500 input

#VALUE!

L-13

cum

1.350 input

#VALUE! M-012

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

3.29

309

Underground Drain at Edge of Pavement Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads. Unit = Running metre Taking output = one metre a)

Earthwork in soil

cum

1.500

b)

RCC work M-20

cum

0.495

Rate per metre = (a+b) 3.30

310

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (C) #VALUE! RCC say #VALUE!

Rates for these items may be taken from chapters on earth work and substructures respectively. Preparation and Surface Treatment of Formation. and surface treatment of Preparation formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 Unit = sqmtonne smooth wheeled roller, Taking output = 3500sqm a)

b)

Labour Mate

day

0.280 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

hour

3.000 input

#VALUE!

hour

3.000 input

#VALUE!

P&M044 P&M-

Machinery Smooth 3 wheeled steel roller 8-10 tonnes Water tanker 6 KL, one trip per hour

c)

060

Material Cost of water

KL

18.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 3500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/3500

#VALUE! #VALUE! say #VALUE!

3.31

313

Construction of Rock fill Embankment Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per Unit = cum Taking output = 100 cum a)

Labour Page 15 of 346

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-12

Mate

day

0.040 input

Mazdoor

day

1.500 input

#VALUE!

L-13

hour

0.500 input

#VALUE!

hour

1.000 input

#VALUE!

P&M014 P&M-

hour

2.000 input

#VALUE!

KL

12.000 input

Machinery Dozer 80 HP for spreading @ 200 cum per hour road roller 8-10 tonnes @ 100 Vibratory cum per hour Water tanker 6 KL, one trip per hour

c)

Quantity

Material Cost of water

059 P&M060

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

Note It is assumed that rock is available locally at site from roadway cutting. In case, portion of the rock requires breaking to acceptable size of 300 mm, breaking charges will have to be added. EARTH WORK ON HILL ROAD 3.32

301

Excavation in Hill Area in Soil by Mechanical Excavation Means in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto Unit = cum Taking output = 260 cum a)

Labour Mate

Mazdoor for trimming slopes and helping in excavation etc. b) Machinery Dozer 80 HP (D-80 A 12)@ 43.28 cum per hour Front end loader Tipper 5.5cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

day

0.240 input

#VALUE!

L-12

day

6.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M014 P&M-

hour

12.000 input

#VALUE! #VALUE!

017 P&M048

#VALUE!

(a+b+c) Cost for 260 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/260

#VALUE! say #VALUE!

3.33

301

Note In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on valley side.in Ordinary Excavation inthe Hilly Area Rock by Mechanical Means not Requiring Blasting. Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead 1000 metres. Unit upto = cum Taking output = 170 cum a)

b)

Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor

day

8.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

7.000 input

#VALUE!

P&M014 P&M-

hour

7.000 input

#VALUE!

Machinery Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour Front end loader

Tipper 5.5cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Page 16 of 346

#VALUE! #VALUE!

017 P&M048

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Cost for 170 cum = a+b+c+d Rate per cum = (a+b+c+d)/170

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE!

3.34

301

Note In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side. Excavation in Hilly Areas in Hard Rock Requiring Blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres. Unit = cum Taking output = 170 cum a)

b)

Labour Mate

day

0.490 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

Driller

day

2.000 input

#VALUE!

L-06

Blaster

day

0.250 input

#VALUE!

L-03

hour

6.000 input

#VALUE!

hour

5.000 input

#VALUE!

P&M014 P&M-

hour

7.000 input

#VALUE!

hour

7.000 input

#VALUE!

Machinery Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour Air compressor 250 cfm with two jack hammer @ 20 cum per hour Front end loader

Tipper 5.5cum capacity, 4 trips per c) hour. Materials Gelatine 80 per cent

048 kg

Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125 gms each d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 170 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/170

35.000 input

each 140.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on valleythe side. In case of hill the roads, altitude effect

3.35

comes into play. The output of men and machines decreases progressively after 2100 m elevation leading to increase in cost .Work High in altitude has been explained in Urbaneffect Roads The cost of earth work in urban roads inhabited area will be comparatively higher due following reasons: a) toThere is mixed traffic on urban roads like slow moving hand and animal driven carts, rickshaws, cycles, two/ three wheeler apart from the usual vehicular traffic resulting into traffic jams. This causes loss of timeis which may be disruption in the range b) working There considerable of traffic adversely affecting the efficiency of the working parties including machines due to congestion caused by pedestrian traffic, local road side venders, parking of vehicles by the road side, encroachments by the shopkeepers and local shops who make use of the berms of the road in front of these shops and unauthorised conversion of road berms into mini local market The output of c) Cost of living in urban areas is comparatively more resulting into higher wages. Page 17 of 346

001 P&M017 P&M-

Ref. to Sr No MoRT H Spec.

3.36 Sugge stive

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

d) At times, work is executed during night time due to heavy traffic during day time. This involves extra expenditure by way of making arrangement for lighting and special workingthe parties due to In the transport light of forabove, authorities engaged in preparing the cost estimates may exercise their judgment and cater for the additional cost to the extent of 2 to 3 per cent, keeping in view the severity of factors mentioned above. Supporting details for the extra cost based on the actual Embankment Construction with Flyash/Pond ash available from coal or lignite burning Thermal Plants as waste material. Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved Unit = cum Taking output = 360 cum a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

tonne.k m

432 x L input

Add 10 per cent of cost of carriagefor loading and unloading Dozer 80 HP for spreading @ 200 cum/hour Motor Grader for grading @ 100

hour

1.800 input

#VALUE!

hour

3.600 input

#VALUE!

cum/hour Water tanker6 KL capacity

hour

12.000 input

#VALUE!

Vibratory Roller 8-10 tonne @ 100

hour

3.600 input

Machinery Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum/hour Tipper 10Tcapacity flyash 360 x 1.2 = 432 tonnes

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058 P&M014 P&M-

#VALUE!

032 P&M060 P&M-

c) cum/hour Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

059

(a+b+c) Cost for 360 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/360

#VALUE! #VALUE! say #VALUE!

Note 1.As flyash is available free of cost as waste material from Thermal Plants, cost of material has not been 2.The earth coveradded. on sides and intermediate layers of earth sandwiching the flyash have not been included in this analysis. The same are required to be provided as per approved design and priced separately as embankment construction.

Page 18 of 346

CHAPTER - 4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS

Ref. to Sr No MoRT H 4.1 Spec. 401

Description

A

Unit

4.1A

4.1A

(i)

(ii)

(iii)

Rate Rs

Remark Cost Rs s/ Input ref.

Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired Unit = cum Taking output = 225 cum (450 tonne) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Wet mix plant @ 75 tonne capacity per Electric generator 125 KVA Water tanker 6 KL capacity 5 km lead with one trip per hour Front end loader 1 cum bucket capacity Tipper 10 tonne

4.1A

Quantity

Add 10 per cent of cost of carriage to cover loading and unloading Motor Grader 110 HP Vibratory roller 8-10 t c) Material Close graded Granular sub-base Material as per table 400-1 For Grading-I Material 53 mm to 9.5 mm @ 50 per cent 9.5 mm to 2.36 mm @ 20 per cent 2.36 mm below @ 30 per cent Cost of water OR For Grading-II Material 26.5 mm to 9.5 mm @ 35 per cent 9.5 mm to 2.36 mm @ 25 per cent 2.36 mm below @ 40 per cent Cost of water OR For Grading-III Material 9.5 mm to 4.75 mm @ 35 per cent 4.75 mm to 2.36 mm @ 12.5 per cent 2.36 mm below @ 52.5 per cent Cost of water Rate per cum for grading-I Material d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225 Rate per cum for grading-II Material d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225 Rate per cum for grading-III Material d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225

Page 1 of 346

day day day

0.400 input 2.000 input 8.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-15 L-13

hour hour hour

6.000 input 6.000 input 4.500 input

#VALUE! #VALUE! #VALUE!

hour tonne.k m

6.000 input 450 x L input

hour hour

6.000 input 6.000 input

#VALUE! #VALUE!

P&MP&M-

cum 144.000 input cum 57.000 input cum 86.400 input KL 27.000 input

#VALUE! #VALUE! #VALUE! #VALUE!

M-013 M-017 M-020 M-189

cum 100.800 input cum 72.000 input cum 115.200 input KL 27.000 input

#VALUE! #VALUE! #VALUE! #VALUE!

M-015 M-017 M-020 M-189

cum 100.800 input cum 36.000 input cum 151.200 input KL 27.000 input

#VALUE! #VALUE! #VALUE! #VALUE!

M-016 M-018 M-020 M-189

P&MP&MP&M060 #VALUE! P&M#VALUE! Lead =input km & P&M#VALUE! 058

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT Description H Spec. Note Any one of the grading for material may be adopted as per design 4.1 B By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting Unit = cum with vibratory roller to achieve

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 300 cum a)

b)

c)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor unskilled

day

10.000 input

#VALUE!

L-13

Motor Grader 110 HP @ 50 cum

hour

6.000 input

#VALUE!

Vibratory roller 8 -10 tonne

hour

6.000 input

#VALUE!

P&M032 P&M-

Tractor - Rotavator

hour

12.000 input

#VALUE!

Water tanker 6 KL capacity

hour

3.000 input

#VALUE!

Machinery

059 P&M054 P&M060

Material

Close graded Granular sub-base Material as per table 400-1 For Grading-I Material 53 mm to 9.5 mm @ 50 per cent

cum 192.000 input

#VALUE! M-013

9.5 mm to 2.36 mm @ 20 per cent

cum

76.000 input

#VALUE! M-017

2.36 mm below @ 30 per cent

cum 115.200 input

#VALUE! M-020

Cost of water

KL

18.000 input

#VALUE! M-189

26.5 mm to 9.5 mm @ 35 per cent

cum 134.400 input

#VALUE! M-015

9.5 mm to 2.36 mm @ 25 per cent

cum

96.000 input

#VALUE! M-017

2.36 mm below @ 40 per cent

cum 153.600 input

#VALUE! M-020

OR For Grading-II Material

Cost of water

KL

18.000 input

#VALUE! M-189

9.5 mm to 4.75 mm @ 35 per cent

cum 134.400 input

#VALUE! M-016

4.75 mm to 2.36 mm @ 12.5 per cent

cum

48.000 input

#VALUE! M-018

2.36 mm below @ 52.5 per cent

cum 201.600 input

#VALUE! M-020

OR For Grading-III Material

Cost of water 4.1B

(i)

KL

18.000 input

#VALUE! M-189

Rate per cum for grading-I Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.1B

(ii)

Rate per cum for grading-II Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.1B

(iii)

Rate per cum for grading-III Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

Note Any one of the grading for material may be adopted as per design Page 2 of 346

Ref. to Sr No MoRT H 4.2 Spec. 401

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting Unit = cum with vibratory roller to achieve Taking output = 300 cum a)

b)

c)

Labour Mate

day

0.400 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

8.000 input

#VALUE!

L-13

Mortar Grader 110 HP @ 50 cum per hour

hour

6.000 input

#VALUE!

Vibratory roller 8 -10 tonne

hour

6.000 input

#VALUE!

P&M032 P&M-

Water tanker 6 KL capacity

hour

3.000 input

#VALUE!

Machinery

Material

For coarse graded Granular Materials per table 400-2 For grading-I Material

059 P&M060

sub-base

53 mm to 26.5 mm @ 35 per cent

cum 134.400 input

#VALUE! M-029

26.5 mm to 4.75 mm @ 45 per cent

cum 172.800 input

#VALUE! M-026

2.36 mm below @ 20 per cent (Coarse Sand) Cost of water

cum

76.800 input

#VALUE! M-022

KL

18.000 input

#VALUE! M-189

26.5 mm to 4.75 mm @ 75 per cent

cum 288.000 input

#VALUE! M-026

2.36 mm below @ 25 per cent

cum

96.000 input

#VALUE! M-022

KL

18.000 input

#VALUE! M-189

9.5 mm to 4.75 mm @ 66 per cent

cum 255.000 input

#VALUE! M-025

2.36 mm below @ 34 per cent

cum 129.000 input

#VALUE! M-022

OR For Grading-II Material

Cost of water OR For Grading-III Material

Cost of water 4.2

(i)

KL

18.000 input

#VALUE! M-189

Rate per cum for grading-I Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.2

(ii)

Rate per cum for grading-II Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.2

(iii)

Rate per cum for grading-III Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.3

402

Note Any one of the grading for material may be adopted as per design Lime Stabilisation for Improving Subgrade

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a Unit = cum Taking output = 300 cum (525 tonne) A

By Mechanical Means a)

b)

c)

Labour Mate

day

0.360 input

#VALUE!

L-12

Skilled mazdoor for alignment and geometrics Mazdoor for spraying lime

day

1.000 input

#VALUE!

L-15

day

8.000 input

#VALUE!

L-13

Tractor with ripper and rotavator attachments @ 60 cum per hour for ripping and 25 cum per hour for mixing Motor Grader 110 HP @ 50 cum per hour

hour

12.000 input

#VALUE!

P&M055

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne capacity

hour6.00x0.65* input

#VALUE!

P&M032 P&M-

Water tanker 6 KL capacity

hour

12.000 input

#VALUE!

tonne

15.750 input

#VALUE! M-188

KL

72.000 input

#VALUE! M-189

Machinery

Material Lime at site Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum= a+b+c+d+e

#VALUE!

059 P&M060

#VALUE!

Rate per cum =( a+b+c+d+e)/300

#VALUE! say #VALUE!

Note * Though vibratory roller is required only for 3 hours as per norms, but the same has to be available at site for 6 hours as other machines for spreading and mixing will take 6 hours. The usage rates of roller have been multiplied with a factor of 0.65. B By Manual Means

4.3

Unit = cum Taking output = 150 cum (263 tonnes) a)

b)

Labour Mate

day

1.440 input

#VALUE!

L-12

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

Mazdoor

day

35.000 input

#VALUE!

L-13

hour

2.500 input

#VALUE!

hour

6.000 input

#VALUE!

P&M059 P&M-

Machinery Vibratory roller 8 - 10 tonne @ 60 cum per hour Water tanker 6 KL capacity

c)

060

Material Lime at site Cost of water

tonne

8.000 input

#VALUE! M-188

KL

36.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 150 cum= a+b+c+d+e

#VALUE!

Rate per cum =( a+b+c+d+e)/150

#VALUE! #VALUE! say #VALUE!

4.4

402

Lime Treated Soil for Sub- Base Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base. Unit = cum

Page 4 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 300 cum (525 tonnes) a)

b)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13 P&M026 Lead

Machinery Excavator 0.90 cum bucket capacity

hour

6.000 input

#VALUE!

tonne.k m

525 x L input

#VALUE!

Add 10 per cent of cost of carriage to cover cost of loading and unloading Motor Grader 110 HP @ 50 cum per hour

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

Tractor with Rotavator and blade @ 25 cum per hour 6 KL capacity Water tanker

hour

12.000 input

#VALUE!

hour

12.000 input

#VALUE!

Tipper for carriage of soil

c)

=input km & P&M#VALUE! 058 P&M032 P&M059 P&M054 P&M060

Material Lime at site Cost of water

tonne

15.750 input

#VALUE! M-188

KL

72.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum= (a+b+c+d+e)/300

#VALUE! say #VALUE!

4.5

403

Cement Treated Soil Sub Base/ Base Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form Unit = cum Taking output = 300 cum (525 tonnes) For 4 per cent quantity of cement by weight of soil a) Labour

b)

Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13 P&M026 Lead

Machinery Excavator 0.90 cum bucket capacity

hour

6.000 input

#VALUE!

tonne.k m

525 x L input

#VALUE!

Add 10 per cent of cost of carriage to cover cost of loading and unloading Motor Grader 110 HP @ 50 cum per hour

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

Tractor with Rotavator and blade @ 25 cum per hour 6 KL capacity Water tanker

hour

12.000 input

#VALUE!

hour

12.000 input

#VALUE!

tonne

21.000 input

#VALUE! M-081

KL

72.000 input

#VALUE! M-189

Tipper for carriage of soil

c)

=input km & P&M#VALUE! 058 P&M032 P&M059 P&M054 P&M060

Material Cement at site (@ 4 per cent of 525 tonne) Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum= (a+b+c+d+e)/300

#VALUE!

#VALUE!

say #VALUE!

Page 5 of 346

Ref. to Sr No MoRT H 4.6 Spec. 403

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub BaseMaterial on a Providing, laying andbase/ spreading prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form Unit = cum Taking output = 300 cum (600 tonnes) Quantity of cement assumed as 4 per cent of quantity of crushed rock by weight. a) Labour

b)

c)

Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13

Motor Grader 110 HP @ 50 cum per hour

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

P&M032 P&M-

Tractor with Rotavator and blade @ 25 cum per hour 6 KL capacity Water tanker

hour

12.000 input

#VALUE!

hour

10.000 input

#VALUE!

tonne

24.000 input

#VALUE! M-081

37.5 mm to 9.5 mm @ 55 per cent

cum 211.200 input

#VALUE! M-014

9.5 mm to 4.75 mm @ 20 per cent

cum

76.800 input

#VALUE! M-025

4.75 mm to 75 micron @ 25 per cent

cum

96.000 input

#VALUE! M-019

KL

60.000 input

#VALUE! M-189

37.5 mm to 9.5 mm @ 32.5 per cent

cum 124.800 input

#VALUE! M-028

9.5 mm to 4.75 mm @ 5 per cent

cum

19.200 input

#VALUE! M-025

4.75 mm to 75 micron @ 62.5 per cent

cum 240.000 input

#VALUE! M-023

Machinery

059 P&M054 P&M060

Material

Cement at site @ 4 per cent by weight of crushed aggregate (600 tonne) Grading of material for sub-base course

Cost of water or Grading of material for Base course

Cost of water 4.6

(i)

KL

60.000 input

#VALUE! M-189

For Sub-Base course d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! say #VALUE!

4.6

(ii)

For Base course d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! say #VALUE!

Note Quantities of aggregates provided under 'c' above are uncompacted quantities. 4.7 404.3. Making 50 mm x 50 mm Furrows 1 Making 50 mm x 50 mm furrows, 25mm/ 50mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material Unit = sqm Taking output = 30 m x 7 m = 210 sqm (i)

25mm deep furrow cutting a)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

Page 6 of 346

Ref. to Sr No MoRT H Spec.

Description b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Machinery Tractor-trolley

hour

0.200 input

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 210 sqm= a+b+c+d

#VALUE!

P&M053

#VALUE!

Rate per sqm =(a+b+c+d)/210

#VALUE! say #VALUE!

(ii)

50mm deep furrow cutting a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13

hour

0.400 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 210 sqm= a+b+c+d

#VALUE!

#VALUE!

Rate per sqm =(a+b+c+d)/210

#VALUE! say #VALUE!

4.8 404.3. 2

Inverted Choke Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor= grader and compacting with power Unit cum Taking output = 600 cum a)

b)

c)

Labour Mate

day

0.920 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

21.000 input

#VALUE!

L-13

Motor Grader 110 HP

hour

6.000 input

#VALUE!

Vibratory roller 8-10 tonnes @ 60 cum per hour Water tanker 6 KL capacity

hour

6.000 input

#VALUE!

P&M032 P&M-

hour

18.000 input

#VALUE!

Machinery

Material Screening type 'B' or coarse sand Cost of water

059 P&M060

cum 720.000 input

#VALUE! M-004

KL 108.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 600 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = ( a+b+c+d+e)/600

#VALUE! say #VALUE!

4.9

404

Water Bound Macadam

A

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse By Manual Means Unit = cum Taking output = 360 cum a)

b)

Labour Mate

day

10.080 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day 250.000 input

#VALUE!

L-13

Machinery

Page 7 of 346

Ref. to Sr No MoRT H Spec.

4.9A

Description

(i)

Unit

Quantity

Rate Rs

Vibratory roller 8 - 10 tonne @ 60cum per hour or

hour

6.000 input

Smooth 3 wheeled steel roller @ 30cum/hour Water tanker 6 KL capacity

hour

12.000

hour

24.000 input

Remark Cost Rs s/ Input ref. #VALUE! P&M059 #VALUE!

c) Material ( Refer table 400 - 7, 8 & 9 ) Grading-I

P&M060

Aggregate Grading-I 90 mm to 45 [email protected] 1.21cum per 10 sqm for compacted thickness of 100 mm

cum 435.600 input

#VALUE! M-039

Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm OR

cum

#VALUE! M-052

Crushable type such as Moorum or Gravel for grading-I @ 0.30 cum per 10 sqm

cum 108.000 input

#VALUE! M-007

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Stone Screening 97.200 input

Binding material Binding Material @ 0.08cum per 10 sqm for grading I material Cost of water 4.9A (i)

(a)

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

OR 4.9A (i)

(b)

Using Scrining Type-A (13.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9A

(ii)

Grading-II Aggregate cum 435.600 input

#VALUE! M-038

Type A 13.2 mm for [email protected] 0.12 cum per 10 sqm OR

cum

#VALUE! M-052

Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm OR

cum 105.590 input

#VALUE! M-007

cum

86.400 input

#VALUE! M-051

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 [email protected] 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening

Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm Binding material Binding Material @ 0.06cum per 10 sqm for grading II material Cost of water 4.9A (ii)

(a)

57.600 input

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! #VALUE! say #VALUE!

Page 8 of 346

Ref. to Sr No MoRT H Spec. 4.9A (ii)

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

OR (b)

Using Scrining Type-A (13.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9A (ii)

(c)

Using Scrining Type-B (11.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9A

(iii)

Grading-III Aggregate cum 435.600 input

#VALUE! M-036

Type B 11.2 mm for grading-III @ 0.18 cum per 10 sqm OR

cum

#VALUE! M-051

Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm

cum 105.590 input

#VALUE! M-007

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Grading-III 53 mm to 22.4 [email protected] 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening

86.400 input

Binding material Binding Material @ 0.06cum per 10 sqm for grading II material Cost of water 4.9A (iii)

(a)

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

OR 4.9A (iii)

(b)

Using Scrining Type-B (11.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9

B

( Anyone of the aggregate grading, screening and binding material may be used as per design) By Mechanical Means: Unit = cum Taking output = 360 cum a)

b)

Labour Mate

day

0.680 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

15.000 input

#VALUE!

L-13

hour

7.200 input

#VALUE!

hour

6.000 input

#VALUE!

P&M032 P&M-

Machinery Motor grader 110 HP @ 50cum/hr. for spreadingroller 8-10 tonnes @ 60cum/hr. Vibratory

059

or Smooth 3 wheeled steel roller @ 30cum/hr. Page 9 of 346

hour

12.000

Ref. to Sr No MoRT H Spec. 4.9B

Description

Unit

Water tanker 6 KL capacity (i)

Quantity

hour

Rate Rs

24.000 input

c) Material ( Refer table 400 - 7, 8 & 9 ) Grading-I

Remark Cost Rs s/ Input ref. #VALUE! P&M060

Aggregate Grading-I 90 mm to 45 [email protected] 1.21cum per 10 sqm for compacted thickness of 100 mm

cum 435.600 input

#VALUE! M-039

Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm OR

cum

#VALUE! M-052

Crushable type such as Moorum or Gravel for grading-I @ 0.30 cum per 10 sqm

cum 108.000 input

#VALUE! M-007

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Stone Screening 97.200 input

Binding material Binding Material @ 0.08cum per 10 sqm for grading I material Cost of water 4.9B (i)

(a)

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

OR 4.9B (i)

(b)

Using Scrining Type-A (13.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9B

(ii)

Grading-II Aggregate cum 435.600 input

#VALUE! M-038

Type A 13.2 mm for [email protected] 0.12 cum per 10 sqm OR

cum

#VALUE! M-052

Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm OR

cum 105.590 input

#VALUE! M-007

cum

86.400 input

#VALUE! M-051

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 [email protected] 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening

Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm Binding material Binding Material @ 0.06cum per 10 sqm for grading II material Cost of water 4.9B (ii)

(a)

57.600 input

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! #VALUE! say #VALUE!

OR 4.9B (ii)

(b)

Using Scrining Type-A (13.2mm agg.)

Page 10 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

(c)

4.9B (ii)

Using Scrining Type-B (11.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9B

(iii)

Grading-III Aggregate cum 435.600 input

#VALUE! M-036

Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm OR

cum

#VALUE! M-051

Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm

cum 105.590 input

#VALUE! M-007

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Grading-III 53 mm to 22.4 [email protected] 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening

86.400 input

Binding material Binding Material @ 0.06cum per 10 sqm for grading II material Cost of water (a)

4.9B (iii)

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

OR (b)

4.9B (iii)

Using Scrining Type-B (11.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.10

405

Note As three wheeled smooth rollers are also very commonly used, the same has been provided asCement an alternative. Crushed Concrete Sub-base / Base Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km., laying and compacting the same as sub base/ base course, constructed as WBM to clause Unit = cum Taking output =360 cum a)

Labour Mate

day

4.160 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

day 102.000 input

#VALUE!

L-13

Mazdoor for crushing broken cement concrete pavement/slabs into aggregate b) Machinery Page 11 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Motor Grader,110 HP @ 50 cum/hr.

hour

6.000 input

Vibratory roller 8 - 10 [email protected] 60 cum per hour or

hour

6.000 input

Smooth 3 wheeled steel roller @ 30cum/hr. Front end loader 1 cum bucket capacity

hour

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Water tanker 6 KL capacity with 5 km lead @ 1 trip per hour c) Material Material available from dismantled concrete slab after crushing / breaking and only carriage is required to be provided Cost of water

Remark Cost Rs s/ Input ref. #VALUE! P&M032 #VALUE! P&M059

12.000

hour

6.000 input

#VALUE!

tonne.k m

720 x L input

#VALUE!

P&M017 Lead

hour

12.000 input

#VALUE!

KL

72.000 input

#VALUE! M-189

=input km & P&M#VALUE! 058

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

P&M060

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

Note 1. It is assumed that dismantling of concrete slab/pavement has been considered separately. Hence same is not added in this analysis. Only labour for crushing the dismantled slab into aggregate has been added. Carriage from stock pile work site 2. In case of breaking of slabs is to done locally

4.11 405.2

without involvement of transportation, the provision of tipper, front end loader and loading/unloading charges may be deleted. 3. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an Coat alternative. Penetration Over Top Layer of Crushed Cement Concrete Base Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical Unit = sqmgritter and rolling the surface as Taking output = 7500 sqm a)

b)

Labour Mate

day

0.560 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

12.000 input

#VALUE!

L-13

Mechanical broom hydraulic @ 1250 sqm per hour self propelled chips spreader Hydraulic

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

Vibratory roller 8 -10 tonnes @ 30 cum per hour pressure distributor @ 1750 Bitumen

hour6.00x0.65* input

#VALUE!

hour

#VALUE!

Machinery

4.280 input

per hour c) sqm Material

025 P&M017 P&M048 P&M059 P&M004

Crushed stone aggregate 11.2 mm size Bitumen (60-70 grade)

cum

97.500 input

#VALUE! M-051

tonne

0.250 input

#VALUE! M-074

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 7500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/7500

#VALUE! #VALUE! say #VALUE!

Page 12 of 346

Ref. to Sr No MoRT Description H Spec. Note Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller be multiplied with a factor of 0.65. 4.12 406 Wet may Mix Macadam

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to Unit = cum Taking output = 225 cum (495 tonnes) a)

b)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13

Wet mix plant of 75 tonne hourly capacity Electric generator 125 KVA

hour

9.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M094 P&M-

Front end loader 1 cum capacity

hour

6.000 input

#VALUE!

Paver finisher

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6x0.65 input

#VALUE!

035 P&M059 P&M060 Lead

Machinery

or Smooth 3 wheeled steel roller @ 8-10 tonnes. Water tanker 6 KL capacity

hour

018 P&M017 P&M-

12.000

hour

3.000 input

#VALUE!

tonne.k m

495 x L input

#VALUE!

45 mm to 22.4 [email protected] 30 per cent

cum

89.100 input

#VALUE! M-034

22.4 mm to 2.36 mm @ 40 per cent

cum 118.800 input

#VALUE! M-031

2.36 mm to 75 [email protected] 30 per cent

cum

89.100 input

#VALUE! M-022

KL

18.000 input

#VALUE! M-189

Tipper

=input km & P&M#VALUE! 058

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material ( Table 400-11)

Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 225 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/225

#VALUE! say #VALUE!

Note 1. Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller multiplied with asteel factor of 0.65 2. As may threebe wheeled smooth rollers are

4.13

407

commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm.. Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause Unit = cum Taking output =21 cum a)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Page 13 of 346

Ref. to Sr No MoRT H Spec.

Description b)

Unit

Rate Rs

Remark Cost Rs s/ Input ref.

Machinery Water tanker 6 KL with 5 km lead and 1 trip hour Plateper compactor @ 3.5 cum per hour

c)

Quantity

hour

1.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M060 P&M086

Material Cost of water

KL

6.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 21 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/21

#VALUE! say #VALUE!

4.14

407

Note This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case granular fill is required to be paved, quantities of paving are required to be calculated as per Construction of Median and Island with Soil Taken from Borrow Areas Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted Unit = cumas per clause 407 Taking output = 21 cum a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13

Water tanker with 5 km lead

hour

1.000 input

#VALUE!

Plate Compactor @ 3.5 cum per hour

hour

6.000 input

#VALUE!

P&M060 P&M-

Hydraulic Excavator1.0 cum bucket capacity @60 cum per hour Tipper 10 tonne capacity

hour

0.500 input

#VALUE!

tonne.k m

52.5 x L input

KL

6.000 input

Machinery

Add 10 per cent of cost of transportation to cover cost of loading and c) unloading Material Cost of water

086 P&M026 #VALUE! Lead =input km & P&M#VALUE! 058

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 21 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/ 21

#VALUE! #VALUE! say #VALUE!

Note This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case surface finish is of hard type, the same may be provided Construction of Shoulders

4.15

A. Earthen Shoulders The rate as applicable for construction may be adopted. B. Hard Shoulders

sub-grade

Rate as applicable for sub-base and or base may be adopted as per approved design. C. Paved shoulders

4.16

409

The rate may be adopted as applicable for different layers of pavement depending upon approved design of paved shoulders. Footpaths and Separators Page 14 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including of all drainage Unit = sqm provision Taking output = 300 sqm a)

b)

c)

Labour Mate

day

1.360 input

#VALUE!

L-12

Mason

day

4.000 input

#VALUE!

L-11

Mazdoor

day

30.000 input

#VALUE!

L-13

Vibratory road roller 8 -10 tonnes @60 cum per hour 6 KL capacity @ 1 trip per Water tanker

hour

0.750 input

#VALUE!

hour

2.000 input

#VALUE!

P&M059 P&M-

hour Concrete mixer 0.4/0.28 cum per hour

hour

6.000 input

#VALUE!

53 mm to 26.5 mm @ 35 per cent

cum

20.790 input

#VALUE! M-029

26.5 mm to 4.75 mm @ 45 per cent

cum

26.730 input

#VALUE! M-026

2.36 mm below @ 20 per cent

cum

11.880 input

#VALUE! M-022

cum

6.750 input

#VALUE! M-052

cum

3.380 input

#VALUE! M-005

tonne

1.880 input

#VALUE! M-081

cum

3.840 input

#VALUE! M-005

tonne

1.830 input

#VALUE! M-081

each 3300.000 input

#VALUE! M-184

Machinery

Material

060 P&M009

i) For Granular sub base material

ii) For cement concrete grade M157.5 cumAggregate 12 mm crushed @ 0.9 cum of concrete Sand @ 0.45 cum/cum of concrete Cement iii) For cement plaster 1:3 Sand Cement iv) Pre-cast cement concrete tiles Tiles size 300 x 300 mm and 25 mm thick v) RCC pipes Pipes 200 mm dia,2.5 m long for drainage vi) Cost of water

metre

22.500 input

#VALUE! M-137

KL

12.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/300

#VALUE! say #VALUE!

4.17

410

Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base Unit = cum Taking output = 360 cum A

By Mix in Place Method a)

b)

c)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13

Tractor attached with rotavator @ 25 cum hour 110 HP Motorper grader

hour

12.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M054 P&M-

Vibratory roller 8 -10 tonnes @ 60 cum per hour Water tanker 6 KL capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Machinery

032 P&M059 P&M060

Material

Aggregate at site i) For 53 mm maximum size

Page 15 of 346

Ref. to Sr No MoRT H Spec.

63 mm to 45 mm @ 33 per cent

cum 157.460 input

Remark Cost Rs s/ Input ref. #VALUE! M-038

22.5 mm to 5.6 [email protected] 32 per cent

cum 151.060 input

#VALUE! M-032

Below 5.6 mm @ 35 per cent

cum 166.680 input

#VALUE! M-030

Description

Unit

Cost of water

Quantity

Rate Rs

KL

36.000 input

#VALUE! M-189

45 mm to 22.5 [email protected] 5 per cent

cum

24.120 input

#VALUE! M-034

22.4 mm to 5.6 [email protected] 50 per cent

cum 237.600 input

#VALUE! M-032

Below 5.6 [email protected] 45 per cent

cum 213.480 input

#VALUE! M-030

Or ii) For 45 mm maximum size

Cost of water 4.17 A

(i)

KL

36.000 input

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360.0cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE!

or 4.17 A

(ii)

#VALUE! M-189

For 53 mm maximum size

say #VALUE!

For 45 mm maximum size d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360.0cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.17

Note Any one of the aggregate grading may be adopted B By Mixing Plant : Unit = cum Taking output = 225 cum (450 tonnes) a)

b)

Labour Mate

day

0.280 input

#VALUE!

L-12

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

Mazdoor

day

6.000 input

#VALUE!

L-13

Wet mix plant @ 75 tonne per hour

hour

6.000 input

#VALUE!

Electric generator 125 KVA

hour

6.000 input

#VALUE!

P&M093 P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Motor grader 110 HP

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

Water tanker 6 KL capacity

hour

3.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

63 mm to 45 mm @ 33 per cent

cum

98.400 input

#VALUE! M-038

22.5 mm to 5.6 [email protected] 32 per cent

cum

94.410 input

#VALUE! M-032

Below 5.6 mm @ 35 per cent

cum 104.180 input

#VALUE! M-030

45 mm to 22.5 [email protected] 5 per cent

cum

15.060 input

#VALUE! M-034

22.4 mm to 5.6 [email protected] 50 per cent

cum 148.500 input

#VALUE! M-032

Below 5.6 [email protected] 45 per cent

cum 133.430 input

#VALUE! M-030

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material

018 P&M017 P&M032 P&M059 P&M-

060 Lead =input km & P&M#VALUE! 058

Aggregate at site i) For 53 mm maximum size

Or ii) For 45 mm maximum size

Cost of water 4.17 B

(i)

KL

18.000 input

#VALUE! M-189

For 53 mm maximum size d) Overhead charges @ input on (a+b+c) Page 16 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

e) Contractor's profit @ input on (a+b+c+d) Cost for 225cum = a+b+c+d+e

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/225

#VALUE! say #VALUE!

4.17 B

(ii)

For 45 mm maximum size d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360.0cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.18 Sugge stive

Lime, Flyash Stabilised Soil Sub-Base Construction of Sub-base using lime - Flyash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, Flyash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + Flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28 days curing Unit = cum Taking output = 480 cum (720 tonnes, density 1.50 t/cum) Assumptions made Total mass taken for analysis = 720 t Lime + Flyash admixture @ 20 per cent = 0.2 x=720=144 Soil 720 -144 t= 576 t 576 /1.6 = 360 cum Lime + Flyash = 144 t Ratio Lime 4 : Flyash 16 Lime = 29 kg. Flyash = 115 kg. a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor (Skilled)

day

1.000 input

#VALUE!

L-15

#VALUE!

Machinery Hydraulic Excavator 0.90 cum bucket capacity @ 60cum/hr. for 360 cum soil Tipper 10T capacity for carriage of soil 576 tonnes

hour

6.000 input

tonne.k m

576 x L input

Tipper 10T capacity for carriage of 115 tonnes Flyash

tonne.k m

115 x L input

hour

3.000 input

Tipper 10T capacity for carriage of 29 tonnes of lime from store to work site Add 10 per cent of cost of carriage to cover cost of loading and unloading Tractor with disc harrows for pulverisation Motor Grader 110 HP @ 50 cum per hour

c)

P&M026 #VALUE! Lead =input km & P&M058 #VALUE! Lead =input km & P&M058 #VALUE! P&M048 #VALUE!

hour

6.000 input

#VALUE!

hour

9.600 input

#VALUE!

for mixing in-place and grading Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

Water tanker 6 KL capacity

hour

12.000 input

#VALUE!

P&M053 P&M032 P&M059 P&M060

Material Slaked Lime

tonne

Compensation for earth taken from private source Page 17 of 346

29.000 input

#VALUE! M-188

cum 360.000 input

#VALUE! M-092

Ref. to Sr No MoRT H Spec.

Description

Unit

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 480 cum = a+b+c+d+e Rate per cum= (a+b+c+d+e)/480

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE! #VALUE!

say #VALUE! Note 1.Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be 2.Cost of Flyash has not been considered as same will be available free of cost. Only carriage of Flyash has been provided. 3.Lime + Flyash has been taken as 20 per cent of total mass and ratio of lime and Flyash as 1:4 for estimating purposes. Total quantities will be as per approved design.

Page 18 of 346

Ref. to Sr No MoRT H 5.1 Spec. 502

CHAPTER - 5 BASES AND SURFACE COURSES (BITUMINOUS) Description

Unit

503

Rate Rs

Remark Cost Rs s/ Input ref.

Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using means. Unit =mechanical sqm Taking output = 3500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per Air compressor 250 cfm Bitumen pressure distributor @ 1750 Water tanker 6 KL capacity @ 1 trip per c) Material Bitumen emulsion @ 0.6 kg per sqm Cost of water d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500

5.2

Quantity

day day hour hour hour hour

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

2.800 2.800 2.000 1.000

#VALUE! #VALUE! #VALUE! #VALUE!

P&MP&MP&MP&M-

input input input input

tonne KL

2.100 input 6.000 input

#VALUE! M-077 #VALUE! M-189 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

hour hour hour

2.800 input 2.800 input 2.000 input

#VALUE! #VALUE! #VALUE!

P&MP&MP&M-

tonne

0.700 input

Note Bitumen primer has been provided @ 0.60 kg per sqm as per clause 502.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and the actual quantity approved by theCoat Engineer after the preliminary trials Tack Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per Air compressor 250 cfm Emulsion pressure distributor @ 1750 c) Material Bitumen emulsion @ 0.2 kg per sqm d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Note 1. Bitumen emulsion has been provided @ 0.20 kg per sqm as per clause 503.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and actual quantity approved by the after trials 2. AnEngineer output of 3500preliminary sqm has been

5.3

504

considered in case of prime coat and tack coat which can be covered by bituminous courses on the same day. Bituminous Macadam Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to Page 1 of 346

#VALUE! M-077 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = cum Taking output = 205 cum (450 tonnes) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & b) levels Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output Mechanical broom hydraulic @ 1250 sqm per hour 250 cfm Air compressor

hour

6.000 input

#VALUE!

hour

2.200 input

#VALUE!

hour

2.200 input

#VALUE!

P&M021 P&M031 P&M-

Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth

001 P&M034 P&M081 P&M-

017 Lead =input km & P&M#VALUE! 058

wheeled tandem roller. c) Material

P&M044 P&M059 P&M045

i) [email protected] 3.3 per cent of mix

tonne

14.850 input

#VALUE! M-074

37.5 - 25 mm 15 per cent

cum

43.510 input

#VALUE! M-049

25 - 10 mm 45 per cent

cum 130.550 input

#VALUE! M-046

10 - 5 mm 25 per cent

cum

72.530 input

#VALUE! M-040

5 mm and below15 per cent

cum

43.510 input

#VALUE! M-030

25 - 10 mm 40 per cent

cum 116.040 input

#VALUE! M-046

10 - 5 mm 40 per cent

cum 116.040 input

#VALUE! M-040

5 mm and below 20 per cent

cum

#VALUE! M-030

weight of mix = 205 x 2.2 = 450 tonne ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 14.85 tonnes Weight of aggregate = 450 -14.85 = 435.15 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 290.1 cum *Grading I ( 40 mm nominal size )

or GradingII(19 mm nominal size)

(i)

* Any one of the alternative may be adopted as per approved design for Grading I ( 40 mm nominal size ) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/205 (For Grading I) (ii)

58.020 input

#VALUE! #VALUE! say #VALUE!

for GradingII(19 mm nominal size) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/205 (For Grading-II)

#VALUE!

Page 2 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

5.4

505

Description

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

Note *1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative the contractor. 4. In case BM overheads is laid overoffreshly laid tack coat, provision of Mechanical broom and 2 mazdoors for the same shall be deleted as the same has been included in the cost of tack coat. Bituminous Penetration Macadam

A

Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the 50 mm thick Unit = sqm Taking output = 4500 sqm (225 cum) a)

b)

c)

Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor including for brooming of key aggregates Mazdoor skilled

day

6.000 input

#VALUE!

L-13

day

2.000 input

#VALUE!

L-15

Hydraulic self propelled chip spreader both for aggregates and key [email protected] 1500 sqm per hour for 4500 x 2 pressure sqm = 9000 sqm for @ 1750 Bitumen distributor sqm per hour Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes

hour

6.000 input

#VALUE!

P&M025

hour

2.570 input

#VALUE!

hour

10.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M004 P&M048 P&M059 P&M-

tonne

22.500 input

#VALUE! M-074

cum 270.000 input

#VALUE! M-033

cum

#VALUE! M-031

Machinery

017

Material [email protected] 5 kg per sqm

Crushed stone coarse aggregate passing 45 mm and retained on 2.8 mm sieveaggregates @ 0.06 cum per sqm Key passing 22.4 mm and retained on 2.8 mm sieve @ 0.015 cum sqm d) perOverhead charges @ input on (a+b+c) e) Contractor's profit @ input on

67.500 input

#VALUE! #VALUE!

(a+b+c+d) Cost for 4500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/4500

#VALUE! say #VALUE!

5.4

Note 2 tippers will be needed to match the capacity of chip spreader and front end loader. B 75 mm thick Unit = sqm Taking output = 4500 sqm (337.5 cum compacted). a) Labour

b)

Mate

day

0.400 input

#VALUE!

L-12

Mazdoor including for brooming of key aggregates Mazdoor skilled

day

8.000 input

#VALUE!

L-13

day

2.000 input

#VALUE!

L-15

Machinery

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

c)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! P&M025

Hydraulic self propelled chip spreader both for aggregates and key [email protected] 1500 sqm per hour for 4500 x 2 pressure sqm Bitumen distributor [email protected] 1750 sqm per hour Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes

hour

6.000 input

hour

2.570 input

#VALUE!

hour

10.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M004 P&M048 P&M059 P&M017

Material [email protected] 6.8 kg per sqm

Crushed stone coarse aggregate (loose passing 63 mm and retained on 2.8 mm sieve @ 0.09 cum per sqm Key aggregates passing 26.5 mm and retained on 2.8 mm sieve @ 0.018 cum sqm d) perOverhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

30.600 input

#VALUE! M-074

cum 405.000 input

#VALUE! M-037

cum

#VALUE! M-026

81.000 input

#VALUE! #VALUE!

(a+b+c+d) Cost for 4500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/4500

#VALUE! say #VALUE!

5.5

506

Note 2 tippers and 2 rollers will be needed to match the capacity of chip spreader and front end loader. Grout Built-up-Spray Providing, laying and rolling of built-upspray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the Unit = sqm Taking output = 3000 sqm (225 cum) a)

b)

c)

Labour Mate

day

0.400 input

#VALUE!

L-12

Mazdoor including for brooming of key aggregates Mazdoor skilled

day

8.000 input

#VALUE!

L-13

day

2.000 input

#VALUE!

L-15

Hydraulic self propelled chip spreader both for aggregates and key [email protected] 1500 sqm per hour for 3000 x 3 pressure sqm Bitumen distributor for 3000 x 2 sqm @ 1750 sqm per hour Tipper 5.5 cum capacity

hour

6.000 input

#VALUE!

P&M025

hour

3.430 input

#VALUE!

hour

10.000 input

#VALUE!

Vibratory roller 8 tonnes

hour

6.000 input

#VALUE!

P&M004 P&M048 P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

tonne

9.000 input

#VALUE! M-074

cum 300.000 input

#VALUE! M-035

cum

#VALUE! M-031

Machinery

Material

Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer Crushed stone coarse aggregate passing 53 mm and retained on 2.8 mm sieve @ 0.5 cum per 10 sqm for each layer Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @ 0.13 cum 10 sqm charges @ input on d) perOverhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 3000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3000

39.000 input

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note 2 tippers will be needed to match the capacity of hydraulic chip spreader and front end loader. Page 4 of 346

059 P&M017

Ref. to Sr No MoRT H Spec. 5.6 507

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the Unit = cum Taking output = 195 cum (450 tonnes) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & b) levels Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

Batch mix HMP @ 75 tonne per hour

hour

6.000 input

#VALUE!

Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

hour

6.000 input

#VALUE!

P&M022 P&M-

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

Front end loader 1 cum bucket capacity Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth

034 P&M081 P&M-

017 Lead =input km & P&M#VALUE! 058

wheeled tandem roller. c) Materials

P&M044 P&M059 P&M045

tonne

19.130 input

#VALUE! M-074

37.5 - 25 mm 22 per cent

cum

63.190 input

#VALUE! M-049

25 - 10 mm 13 per cent

cum

37.340 input

#VALUE! M-046

10 -4.75 mm 19 per cent

cum

54.580 input

#VALUE! M-040

4.75 mm and below 44 per cent

cum 126.390 input

#VALUE! M-030

Bitumen @ 4.25 per cent of weight of mix Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 19.13 tonnes Weight of aggregate = 450 -19.13 = 430.87 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 287.25 cum Grading - I40 mm (Nominal Size)

tonne

8.620 input

#VALUE! M-188

25 - 10 mm 30 per cent

cum

86.160 input

#VALUE! M-046

10 - 5 mm 28 per cent

cum

80.430 input

#VALUE! M-040

5 mm and below 40 per cent

cum 114.900 input

#VALUE! M-030

Filler @ 2 per cent of weight of aggregates. or Grading - II19 mm (Nominal Size)

(i)

Filler @ 2 per cent of weight of aggregates. * Any one of the alternative may be adopted as per approved design For Grading I ( 40 mm nominal size ) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Page 5 of 346

tonne

8.620 input

#VALUE! M-188

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/195 (For Grading I) (ii)

Remark Cost Rs s/ Input ref. #VALUE!

say #VALUE!

For GradingII(19 mm nominal size) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/195 (For Grading-II)

#VALUE! say #VALUE!

Note *1. Although the roller are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative of freshly the contractor. 4. In case DBMoverheads is laid over laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost of tack coat.

5.7

508

5. The individual density for each size of aggregates to be used for construction I.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be ammended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates. Semi-Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem Unit = cum Taking output = 195 cum (450 tonnes) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & levels b) Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

Batch mix HMP @ 75 tonne per hour

hour

6.000 input

#VALUE!

Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

hour

6.000 input

#VALUE!

P&M022 P&M-

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

Front end loader 1 cum bucket capacity Tipper 10 tonne capacity

Page 6 of 346

034 P&M081 P&M017 Lead =input km & P&M058

Ref. to Sr No MoRT H Spec.

Description

Unit

Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

wheeled tandem roller c) Material

P&M044 P&M059 P&M045

* Grading I: 13 mm (Nominal Size) i) [email protected] 4.5 per cent of weight of mix ii) Aggregate

tonne

20.250 input

#VALUE! M-074

13.2 - 10 mm20 per cent

cum

57.300 input

#VALUE! M-044

10 - 5 mm 38 per cent

cum 108.870 input

#VALUE! M-040

5 mm and below 40 per cent

cum 114.600 input

#VALUE! M-030

Total weight of mix = 450 tonnes Weight of bitumen = 20.25 tonnes Weight of aggregate = 450-20.25 = 429.75 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 286.5 cum

Filler @ 2 per cent of weight of aggregates. or

tonne

8.620 input

#VALUE! M-188

tonne

22.500 input

#VALUE! M-074

9.5 - 4.75 [email protected] 57 per cent

cum 162.450 input

#VALUE! M-040

4.75 and [email protected] 41 per cent

cum 116.850 input

#VALUE! M-030

Grading II: 10 mm (Nominal Size) [email protected] per cent of weight of mixof mix = 450 tonne weight Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 22.5 tonnes Weight of aggregate = 450 -22.50 = 427.50 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 285 cum

(i)

Filler @ 2 per cent of weight of aggregates. *Any one of the alternative may be adopted as per approved design for Grading I ( 13 mm nominal size )

(ii)

8.620 input

#VALUE! M-188

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/195 (For Grading I) 5.7

tonne

#VALUE! #VALUE! say #VALUE!

for GradingII(10 mm nominal size) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/195 (For Grading-II) Note *1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. Page 7 of 346

#VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

5.8

509

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

4. In case SDBC is laid over freshly laid tack coat, provision of broom and 2 mazdoor shall be deleted as the same has been included in the cost of tack coat. 5. The quantity of Bitumen to be adjusted as per job mix formula. Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem Unit = cum Taking output = 191 cum (450 tonnes) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & levels b) Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

Batch mix HMP @ 75 tonne per hour

hour

6.000 input

#VALUE!

Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

hour

6.000 input

#VALUE!

P&M022 P&M-

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

Front end loader 1 cum bucket capacity Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth wheeled tandem roller. c) Material

034 P&M081 P&M-

017 Lead =input km & P&M#VALUE! 058 P&M044 P&M059 P&M045

tonne

22.500 input

#VALUE! M-074

20 - 10 mm 35 per cent

cum

99.750 input

#VALUE! M-045

10 - 5 mm 23 per cent

cum

65.550 input

#VALUE! M-040

5 mm and below 40 per cent

cum 114.000 input

#VALUE! M-030

i) [email protected] 5 per cent of weight of mix ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 22.5 tonnes Weight of aggregate = 450 -22.50 = 427.50 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 285 cum * Grading - I-19 mm (Nominal Size)

Filler @ 2 per cent of weight of aggregates. or

tonne

8.620 input

#VALUE! M-188

13.2 - 10 mm30 per cent

cum

85.500 input

#VALUE! M-044

10 - 5 mm 25 per cent

cum

71.250 input

#VALUE! M-040

5 mm and below43 per cent

cum 122.550 input

#VALUE! M-030

Grading - II-13 mm (Nominal Size)

Filler @ 2 per cent of weight of aggregates. *Any one of the alternative may be adopted as per approved design

Page 8 of 346

tonne

8.620 input

#VALUE! M-188

Ref. to Sr No MoRT H Spec.

Description (i)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

for Grading-I ( 13 mm nominal size ) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/191

#VALUE! say #VALUE!

5.8

(ii)

for Grading-II(10 mm nominal size) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/191 (For Grading-II)

5.9

510

say #VALUE!

Note *1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative the contractor. 4. In case BC overheads is laid overoffreshly laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost offor tack coat.size of 5. The individual density each aggregates to be used for construction i.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be ammended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent Dressing by weight of dry aggregates. Surface Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller Unit = sqm Taking output = 9000 sqm Case :-19 mm nominal chipping size -1 a) Labour

b)

Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

9.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

7.200 input

#VALUE!

hour

7.200 input

#VALUE!

P&M031 P&M-

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chipend spreader Front loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Bitumen pressure distributor

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne

10.800 input

Machinery

Smooth wheeled roller 8-10 tonne c) weight Material [email protected] 1.20 kg per sqm Page 9 of 346

001 P&M025 P&M048 P&M017 P&M004 P&M044

#VALUE! M-074

Ref. to Sr No MoRT H Spec.

Description

Unit

Crushed stone chipping,19 mm nominal size @ 0.015 cum per sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Quantity

Rate Rs

cum 135.000 input

Remark Cost Rs s/ Input ref. #VALUE! M-053 #VALUE! #VALUE!

(a+b+c+d) Cost for 9000 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/9000

#VALUE! say #VALUE!

5.9

Case - 13 mm nominal size chipping II a) Labour

b)

c)

Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

9.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

7.200 input

#VALUE!

hour

7.200 input

#VALUE!

P&M031 P&M-

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chipend spreader Front loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Bitumen pressure distributor @ 1750 sqm per hour Vibratory roller 8-10 tonne weight

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne

9.000 input

#VALUE! M-074

cum

90.000 input

#VALUE! M-052

Machinery

Material [email protected] 1.00 kg per sqm

Crushed stone chipping,13 mm nominal size @ 0.01 cum per sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

001 P&M025 P&M048 P&M017 P&M004 P&M059

#VALUE! #VALUE!

(a+b+c+d) Cost for 9000 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/9000

#VALUE! say #VALUE!

Note 1.Where the proposed aggregate fails to pass the stripping test, an approved adhesion agent may be added to the binder as per clause 510.2.4. Alternatively, chips may be for pre-coated as per clause 510.2.5 2.Input the second coat, where required, 5.10

will be the same as per the Ist coat mentioned abovePremix Surfacing Open - Graded

511

Providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8Unit = sqm Taking output = 10250 sqm (205 cum) (i)

Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour a) Labour . Mate

day

0.840 input

#VALUE!

L-12

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

i) Batch type HMP 75 tonne per hour

hour

6.000 input

#VALUE!

ii) Electric Generator Set 250 KVA

hour

6.000 input

#VALUE!

P&M021 P&M-

iii) Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Mazdoor working with HMP, road sweeper, paver and roller Skilled mazdoor for checking line & b) levels Machinery

Page 10 of 346

081 P&M017

Ref. to Sr No MoRT H Spec.

Description

Unit

iv) Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled/tandom roller 8-10 c)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! Lead =input km & P&M#VALUE! 058

tonne.k m

450 x L input

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonnes weight Material

P&M034 P&M045

[email protected] 14.60 kg per 10 sqm Crushed stone chipping,13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

14.970 input

#VALUE! M-074

cum 276.750 input

#VALUE! M-043 #VALUE! #VALUE!

(a+b+c+d) Cost for 10250 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10250

#VALUE! say #VALUE!

Note If a premix sand seal coat of 'B' type is proposed, the same is required to be provided over the open graded premix carpet immediately on the same day. As the same HMP and other machines will be used for laying of premix sand seal coat, out of 6 effective working hours, 4.00 hours may be utilised for laying of premix carpet and balance 2.00 hours for the seal coat. The rate for the premix sand seal coat under clause 513 (case II) has been worked out accordingly by utilising the HMP for 2.00 hours for the purpose of seal coat. In case type 'A' seal coat is proposed, HMP can be (ii) Case II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion Unit = sqm

5.10

Taking output = 900 sqm (24.3 cum) a)

b)

c)

Labour Mate

day

0.800 input

#VALUE!

L-12

Mazdoor

day

18.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Concrete mixer 0.4/0.28 cum capacity

hour

6.000 input

#VALUE!

Smooth wheeled steel roller 8-10 tonne

hour

6.000 input

#VALUE!

P&M009 P&M-

Machinery

044

Material Cationic Bitumen Emulsion @ 21.50 kg per 10 sqm Crushed stone aggregates 13.2 mm to

tonne

1.940 input

#VALUE! M-073

cum

24.300 input

#VALUE! M-043

5.6 mm @ 0.27 cum per 10 sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 900 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/900

#VALUE! #VALUE! say #VALUE!

5.11

512

Close Graded Premix Surfacing/Mixed Seal Surfacing Case I Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, Page 11 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = sqm Taking output = 10250 sqm (205 cum) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, road sweeper, paver and roller Skilled mazdoor for checking line & b) levels Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

i) HMP of appropicate capacity.

hour

6.000 input

#VALUE!

ii) Electric Generator Set 250 KVA

hour

6.000 input

#VALUE!

P&M021 P&M-

iii) Front end loader 1 cum bucket capacity iv) Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled8-10 tonnes weight c)

081 P&M017 Lead

=input km & P&M#VALUE! 058 P&M034 P&M044

Material

Type - A * [email protected] 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 @ 0.27 cum per 10 sqm or

tonne

22.500 input

#VALUE! M-074

cum 276.750 input

#VALUE! M-041

Type - B Bitumen @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum per 10 sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

19.480 input

#VALUE! M-074

cum 276.750 input

#VALUE! M-042 #VALUE! #VALUE!

(a+b+c+d) Cost for 10250 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10250

#VALUE! say #VALUE!

5.12

* Any one of the alternative may be adopted Seal Coat

513

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and Unit = sqmB seal coats (i)

Taking output = 10250 sqm (92.25 cum) Case - I : Type A a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Hydraulic self propelled chip spreader

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity

hour

6.000 input

#VALUE!

P&M025 P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Bitumen pressure distributor @ 1750 sqm per wheeled hour Smooth roller 8 -10 tonne

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne

10.050 input

#VALUE! M-074

cum

92.250 input

#VALUE! M-050

Machinery

c) weight Material [email protected] 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size defined as 100 per cent passing 11.2 mm sieve and retained on 2.36 mm applied @ 0.09 cum per 10on sqm d) sieve Overhead charges @ input (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Cost for 10250 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10250

#VALUE!

Page 12 of 346

048 P&M017 P&M004 P&M044

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

Note Since seal coat is provided immediately over the bituminous layers, mechanical broom for clearing has not been catered. (ii) Case - II : Type B

5.12

Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Unit = sqm Taking output = 7858 sqm (47.16 cum) a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13 P&M022 P&M-

Machinery hour

2.000 input

#VALUE!

Electric Generator Set 250 KVA

HMP of 75 tonnes/hour.

hour

2.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

2.000 input

#VALUE!

tonne.k m

104 x 'L' input

#VALUE!

hour

2.000 input

#VALUE!

hour

2.000 input

#VALUE!

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher hydrostatic with sensor attachment Smooth wheeled 8-10 tonnes capacity c)

=input km & P&M#VALUE! 058

Crushed stone chipping of 6.7 mm size defined as passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ cum per 10 sqm @ input on d) 0.06 Overhead charges (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 7858 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7858

tonne

5.340 input

#VALUE! M-074

cum

47.160 input

#VALUE! M-050

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.14

514

515

P&M034 P&M044

Material [email protected] 6.80 kg per 10 sqm

5.13

081 P&M017 Lead

Note Since seal coat is required to be provided over the premix carpet on the same day, out of the 6 working hours of the HMP, 4.00 hours are proposed to be utilised for the premix carpet and the balance 2.00 hours for the seal coat. Hence 2.00 hours have been considered for this case. This may be linked to rate analysis worked out under Supply of Stone Aggregates for Pavement Courses Supply of stone aggregates from approved sources conforming to the physical requirement, specified in the respective specified clauses, including royalties, fees rents, collection, transportation, stacking and testing and measured in cum as per Competitive market rates to be as certained. Alternatively, rates for stone crushing given in chapter 1may be adopted, if found economical. In case for supply of aggregates at site are not available, nearest crusher site may be as certained. Loading and un-loading charges and cost of carriage may be added to these rates to arrive at Mastic Asphalt

Page 13 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is Unit = sqm Taking output = 35.00 sqm (0.87 cum ) assuming a density of 2.3 tonnes/cum.2 a)tonnes Labour

b)

Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

0.060 input

#VALUE!

hour

0.060 input

#VALUE!

P&M031 P&M-

Mastic cooker 1 tonne capacity

hour

6.000 input

#VALUE!

Bitumen boiler 1500 litres capacity

hour

6.000 input

#VALUE!

hour

1.000 input

#VALUE!

tonne

0.204 input

#VALUE! M-074

cum

0.390 input

#VALUE! M-021

tonne

0.360 input

#VALUE! M-188

cum

0.550 input

#VALUE! M-043

cum

0.018 input

#VALUE! M-142

Machinery

Tractor for towing and positioning of mastic cooker and bitumen boiler c) Material

001 P&M030 P&M005 P&M053

Base mastic (without coarse aggregates) = 60 per cent Coarse aggregate (6.3mm to 13.2 mm) = 40 per centof . material required for mastic Proportion asphalt with coarse aggregates (based on mix design done by CRRI for a specific case) I) Bitumen 85/25 or 30/40 @ 10.2 per cent by weight of mix. 2 x 10.2/100 = 0.204 ii) Fine aggregate passing 2.36mm and retained on 0.075mm sieve @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes 0.638/1.625 0.39 iii) Lime stone=dust filler with=calcium content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 0.36 iv) Coarse aggregates=6.3 mm to 13.2 mm @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55 v) Pre-coated stone chips of 13.2 mm nominal size for skid resistance = 35 x 0.005/10 = 0.018 vi) Bitumen for coating of chips @ 2 per cent by weight = 0.018 x 1.456 x 2/100 = 0.0005 MT = 0.5kg d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 35.00 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/35

kg

0.500

#VALUE! #VALUE! M-074

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.15

516

Note 1.The rates for 50 mm & 40 mm thick layers may be worked out on pro-rata basis. 2.Where tack coat is required to be provided before laying mastic asphalt, the same is required to be measured and paid separately. 3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design. 4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design required to be done for each case. Slurry is Seal Page 14 of 346

Ref. to Sr No MoRT H Spec.

Description

(i)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to 5 mm thickness Unit = sqm Taking output = 16000 sqm (80 cum) Taking density of 2.2 tonnes per cum weight of mix = 176 tonnes a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler. tyred roller with individual Pneumatic wheel load not exceeding 1.5 tonnes Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

6.000 input

#VALUE!

hour

2.000 input

#VALUE!

P&M037 P&M060

tonne

19.360 input

#VALUE! M-077

cum 102.080 input

#VALUE! M-030

Machinery

Material Residual Binder @ 11 per cent of mix 80 x 2.2 x 0.11 Fine aggregate 4.75 mm and below 87 per cent of total mix,80 x 2.2 x 0.87 = 153.12 tonnes. Taking density1.5, = 153.12/1.5 = 102.08 Filler @ 2 per cent ofcum total mix = 80 x 2.2 x 0.02 Cost of water

001 P&M033 P&M-

tonne

3.520 input

#VALUE! M-188

KL

12.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 16000 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/16000

#VALUE! say #VALUE!

5.15

(ii)

3 mm thickness Unit = sqm Taking output = 20000 sqm (60 cum) a)

b)

c)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

2.000 input

#VALUE!

P&M060

tonne

17.160 input

#VALUE! M-077

cum

74.800 input

#VALUE! M-022

tonne

2.640 input

#VALUE! M-188

KL

12.000 input

#VALUE! M-189

Machinery

Material Residual Binder @ 13 per cent of mix = 60 x 2.2 x 0.13 Fine aggregate 3 mm and below 85 per cent of total mix, 60x 2.2 x 0.85 = 112.2 tonnes. Taking density 1.5, Filler @ 2 per cent of total mix = 60x 2.2 0.02 Costxof water

d) Overhead charges @ input on (a+b+c) Page 15 of 346

#VALUE!

001 P&M033 P&M-

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

e) Contractor's profit @ input on (a+b+c+d) Cost for 30000 sqm = a+b+c+d+e

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

Rate per sqm = (a+b+c+d+e)/20000

#VALUE! say #VALUE!

5.15

(iii)

1.5 mm thickness Unit = sqm Taking output = 24000 sqm (36 cum) a)

b)

c)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler. Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

2.000 input

#VALUE!

P&M060

tonne

12.670 input

#VALUE! M-077

cum

43.300 input

#VALUE! M-022

tonne

1.580 input

#VALUE! M-188

KL

12.000 input

#VALUE! M-189

Machinery

Material Residual Binder @ 16 per cent of mix, 36 x 2.2 x 0.16 Fine aggregate 2.36 mm and below,82 per cent of total mix,36x 2.2 x 0.82 = 64.94 tonnes. Taking density 1.5 Filler @ 2 per cent of total mix = 36x 2.2 0.02 Costxof water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 24000 sqm = a+b+c+d+e

#VALUE!

001 P&M033 P&M-

#VALUE!

Rate per sqm = (a+b+c+d+e)/24000

#VALUE! say #VALUE!

5.16

517

Note 1.Tack coat, if required to be provided, before laying slurry seal may be measured and paid separately Recycling of Bituminous Pavement with Central Recycling Plant Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and Unit = cum Taking output = 120 cum (276 tonnes) a)

b)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Cold milling machine @ 20 cum per hour Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

1.280 input

#VALUE!

P&M069 P&M-

hour

1.280 input

#VALUE!

Bitumen pressure distributor @ 1750 sqm per plant hour 100-120 TPH producing Hot mix

hour

0.910 input

#VALUE!

hour

3.000 input

#VALUE!

hour

3.000 input

#VALUE!

hour

3.000 input

#VALUE!

Machinery

an average of 75 tonnes per hour Electric generator set 250 KVA Front end loader 1.00 cum bucket capacity Page 16 of 346

031 P&M001 P&M004 P&M021 P&M081 P&M017

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Tipper 5.5 cum capacity

hour

Smooth wheeled roller 8-10 tonnes

hour3.00x0.65* input

Vibratory roller 8 tonnes

hour3.00x0.65* input

#VALUE!

hour3.00x0.65* input

#VALUE!

Smooth wheeled tandem roller 6-8 c) tonnes Material

18.000 input

Remark Cost Rs s/ Input ref. #VALUE! P&M048 #VALUE! P&M044 P&M059 P&M045

i) Bitumen A bitumen content is 4.5 per cent bitumen weight of mix. For reclaimed material, fresh bitumen will be required to the extent of 60 per acent normal In mixofof 276 requirement. tonnes, 82.8 tonne is reclaimed and balance 193.2 tonne is fresh mix.Bitumen required for reclaimed mix of 82.8 tonne @ 60 per cent = 82.8 x 0.60 x0.04 = 1.99for fresh mix of 193.2 Bitumen required tonnes = 193.2 x 0.04 = 7.73 ii) Aggregates

tonne

1.987 input

#VALUE! M-074

tonne

7.728 input

#VALUE! M-074

37.5 - 25 mm @ 23 per cent

cum

28.440 input

#VALUE! M-049

25 - 10 mm @ 15 per cent

cum

18.550 input

#VALUE! M-046

10- 5 mm @ 20 per cent

cum

24.730 input

#VALUE! M-040

Below 5 mm @40 per cent

cum

49.460 input

#VALUE! M-030

tonne

5.520 input

#VALUE! M-081

Percentage of mix requiring fresh aggregates - 70 per cent Weight of fresh mix = 276 x 0.70 = 193.2 tonne Weight of fresh aggregate in the mix = 193.2 x 0.96 = 185.47 tonne Taking average density of 1.5 tonnes/cum, total volume of aggregate = 123.65 cum. Size wise requirement of fresh aggregates

Filler (cement) @ 2 per cent = 5.52tonnes of 276 tonne d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Cost for 120 cum of DBM = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

5.17

518

Note Although the total rolling time is only 4 hours as per norms, all the three rollers have to be available at site for 3 hours each to match with the output of re-cycling plant. To cater for their idling time, these have been multiplied with a factor of 0.65. Fog Spray Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous Unit = sqm Taking output = 10500 sqm a)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen emulsion pressure distributor @ 1750 sqm per hour c) Material

tonne

6.000 input

#VALUE!

tonne

7.880 input

#VALUE! M-077

b)

Machinery

Bitumen emulsion @ 0.75 kg per sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! #VALUE! say #VALUE!

Page 17 of 346

001 P&M004

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

1.In case it is decided by the engineer to blind the fog spray, the following may be added a) Labour

b)

Mate

day

0.160 input

#VALUE!

L-12

Mazdoor for precoating of grit

day

4.000 input

#VALUE!

L-13

cum

26.250 input

#VALUE! M-024

tonne

0.790 input

#VALUE! M-077

Material Crushed stone grit 3 mm size @ 3.75 kg per sqm emulsion for precoating grit @ Bitumen 2 per cent of grit,39.38 x 0.02 #VALUE! #VALUE! say #VALUE!

5.18

519

Bituminous Cold Mix ( Including Gravel Emulsion) Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels. Unit = cum Taking output = 205 cum (450 tonne) (i)

Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Composition of mix (450 tonne) is assumed to be as under:Bitumen Emulsion 8 per cent Filler2 per cent

By weight of total

Total aggregates 90 per cent Proportion of aggregates 19 mm to 9.5 mm25 per cent 9.5 mm to 6 mm29 per cent 6 mm to 0.075 mm 36 per cent a)

b)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor

day

16.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. Electric generator 125 KVA

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M077 P&M018 P&M-

tonne.k m

450 x L input

#VALUE!

hour

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

017 Lead =input km & P&M#VALUE! 058

6.000 input

#VALUE!

Pneumatic tyred roller 12-15 tonnes

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel tandem roller 6-8 c) tonnes Material

hour6.00x0.65* input

#VALUE!

P&M034 P&M037 P&M045

Bitumen emulsion @ 8 per cent

tonne

36.000 input

#VALUE! M-077

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum

75.000 input

#VALUE! M-045

cum

87.000 input

#VALUE! M-040

cum 108.000 input

#VALUE! M-030

Aggregates size 19 to 9.5 mm - 450 x 0.25 x 1/1.5size 9.5 to 6 mm - 450 x Aggregates 0.29 x 1/1.5size 6 to 0.075 mm - 450 x Aggregates x 1/1.5 charges @ input on d) 0.36 Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/205

#VALUE!

Page 18 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

(Applicable to cases I to IV)

5.18

Note 1.Density of aggregates has been assumed 1.5 2. gms/cc Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a (ii) Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Composition of mix (450 tonne) is assumed to be as under:Bitumen Emulsion 8 per cent Filler2 per cent Total aggregates 90 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 35 per cent a)

b)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor

day

16.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Drum mix plant for cold mixes 60-90 tonne per hour producing average output 75 tonnes perKVA hour Electricof generator 125

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M077 P&M018 P&M-

tonne.k m

450 x L input

#VALUE!

hour

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

017 Lead =input km & P&M#VALUE! 058

6.000 input

#VALUE!

Pneumatic tyred roller 12-15 tonnes

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel tandom roller 6-8 c) tonnes Material

hour6.00x0.65* input

#VALUE!

037 P&M045

Bitumen emulsion @ 8 per cent

tonne

36.000 input

#VALUE! M-077

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum

75.000 input

#VALUE! M-048

cum

90.000 input

#VALUE! M-047

cum 105.000 input

#VALUE! M-030

Aggregates size 37.5 to 19 mm - 450 x 0.25 x 1/1.5size 19 to 6 mm - 450 x 0.3 Aggregates x 1/1.5 Aggregates size 6 to 0.075 mm - 450 x x 1/1.5 charges @ input on d) 0.35 Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/205

#VALUE! #VALUE! say #VALUE!

5.18

P&M034 P&M-

Note 1.Density of aggregates has been assumed 1.5 gms/cc 2. Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a (iii) Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Page 19 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Composition of mix (450 tonne) assumed to be as under:Cutback bitumen 5 per cent Filler (lime)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

is

2 per cent

Total aggregates 93 per cent Proportion of aggregates 19 mm to 9.5 mm26 per cent 9.5 mm to 6 mm31 per cent 6 mm to 0.075 mm 36 per cent a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor

day

16.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Drum mix plant for cold mixes 60-90 tonne per hour producing average output 75 tonnes perKVA hour Electricof generator 125

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M077 P&M018 P&M-

tonne.k m

450 x L input

#VALUE!

hour

6.000 input

#VALUE!

Pneumatic tyred roller 12-15 tonnes

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel tandem roller 6-8 c) tonnes Material

hour6.00x0.65* input

#VALUE!

b)

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

017 Lead =input km & P&M#VALUE! 058 P&M034 P&M037 P&M045

Cutback bitumen @ 5 per cent

tonne

22.500 input

#VALUE! M-076

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum

78.000 input

#VALUE! M-045

cum

93.000 input

#VALUE! M-040

cum 108.000 input

#VALUE! M-030

Aggregates size 19 to 9.5 mm - 450 x 0.26 x 1/1.5size 9.5 to 6 mm - 450 x Aggregates 0..31 x 1/1.5size 6 to 0.075 mm - 450 x Aggregates x 1/1.5 charges @ input on d) 0.36 Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/205

#VALUE! say #VALUE!

5.18

Note 1.Density of aggregates has been assumed 1.5 2. gms/cc Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a (iv) Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Composition of mix (450 tonne) is assumed to be as under:Cutback bitumen 5 per cent Filler2 per cent Total aggregates 93 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 38 per cent a)

Labour Mate

day

Page 20 of 346

0.840 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

Mazdoor

day

16.000 input

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Drum mix plant for cold mixes 60-90 tonne per hour producing output of 75 tonnes hour 125 KVA Electric per generator

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M077 P&M018 P&M-

tonne.k m

450 x L input

#VALUE!

hour

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

017 Lead =input km & P&M#VALUE! 058

6.000 input

#VALUE!

Pneumatic tyred roller 12-15 tonnes.

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel tandem roller 6-8 c) tonnes Material

hour6.00x0.65* input

#VALUE!

P&M034 P&M037 P&M045

Cutback bitumen on @ 5 per cent

tonne

22.500 input

#VALUE! M-076

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum

75.000 input

#VALUE! M-048

cum

90.000 input

#VALUE! M-047

cum 114.000 input

#VALUE! M-030

Aggregates size 37.5 to 19 mm - 450 x 0.25 x 1/1.5size 19 to 6 mm - 450 x 0.3 Aggregates x 1/1.5 Aggregates size 6 to 0.075 mm - 450 x 1/1.5 charges @ input on d) x0.38 Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/205

#VALUE! say #VALUE!

5.19

520

Note 1.Density of aggregates has been assumed 1.5 2. gms/cc Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a Sand Asphalt Base Course Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, Unit = cum Taking output = 205 cum (450 tonne) a)

b)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor

day

16.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Hot Mix Plant of appropriate capacity but not less than 75 tonnes/hour Electric generator set 250 KVA

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M023 P&M081 P&M-

tonne.k m

450 x L input

#VALUE!

hour

6.000 input

#VALUE!

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

Page 21 of 346

017 Lead =input km & P&M#VALUE! 058 P&M034

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

hour 6.00x0.65 input

smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth

hour 6.00x0.65 input hour 6.00x0.65 input

Remark Cost Rs s/ Input ref. #VALUE! P&M044 #VALUE! P&M059 #VALUE! P&M-

wheeled tandom rollers. c) Material

045

Composition of mix (450 tonne) assumed to be as under:Density 2.20 tonne per cum

is

Weight450 tonne Bitumen5 per cent Filler2 per cent Sand of size 4.75 to 0.075 mm 93 per cent [email protected] 5 per cent

tonne

22.500 input

#VALUE! M-074

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum 288.620 input

#VALUE! M-004

Sand of size 4.75 to 0.075 mm - 450 x x 1/1.5 charges @ input on d) 0.93 Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/205

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.20

521

Note 1. Tack coat will be measured and paid separately 2. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of this roller, their usage rates has been multiplied Modified Binder Supply of modified binder produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen and which allows properties given in clause 521.3 and IRC:SP: 53 blending of modifier with bitumen to be done either at the refinery or at central unit with all facilities Unit = tonne The use of modified binder is expected to result in an extended service life of bituminous pavements subject to heavy traffic loads in extreme climatic conditions, thus justifying the entire cost of adding modifiers/fibres. Other advantages include lower temperature susceptibility, higher resistance to aging, higher fatigue life, higher resistance to cracking and better Detailed information and inductive dose level on the use of polymer modified binder is available in IRC : SP-53 / 2002. A number of proprietary products are now available in the market. For such proprietary products, test reports and cost effectiveness should be the basis for their selection in road The modifier, in the required quantity shall be blended at the refinery or at central unit with all facilities by proper industrial process, is essential. If supplied in drums it shall be agitated in melted condition with suitable device forglass achieving Proposals to use fibre, homogeneity polypropylene fibres or any other similar material in a bituminous mixture should be substantiated, complete with all details including test results, manufacturer's recommendations for addition or means of incorporating the fibres, homogeneously,

Page 22 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Before agreeing to the use of a fibre, it should have been proved to be satisfactory in use under circumstances, similar to the work, elsewhere or it would have under gone appropriate performance trials. Documented evidence of use and trials of the fibre, in any country having conditions where information on use of trials is inadequate or lacking, trials may be required to be under taken before agreeing the use of thebinder fibre. is usually Note to 1. The modified manufactured by specialised firms as a proprietary product. The rate for this product is required tofor bevarious as certained 2.The specifications item offrom road works using polymer/rubber modified bitumens are same as those for penetration grade bitumen except those for any special conditions theduring manufacturer may 3.The otherwhich controls mixing, laying

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

`

shall be same as specified in IRC - 14, 29, 94 and 95 for open graded premix carpet, bituminous concrete, DBM and SDBC respectively 4.The temperature of mixing and rolling will

5.21

be slightly higher than conventional bituminous mixes as indicated in Table 8 of IRC: SP:Prevention 53 - 2002 Courses Crack

522 (i)

Stress absorbing membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the Unit = sqm Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

tonne

9.450 input

#VALUE! M-078

cum 105.000 input

#VALUE! M-050

Machinery

Material Modified binder Crushed stone aggregates 5.6 mm size

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! #VALUE! say #VALUE!

5.21

(ii)

Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm

Page 23 of 346

001 P&M004 P&M025 P&M044

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

tonne

11.550 input

#VALUE! M-078

cum 105.000 input

#VALUE! M-051

Machinery

Material Modified binder Crushed stone chipping 11.2 mm size

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

001 P&M004 P&M025 P&M044

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! say #VALUE!

5.21

(iii)

Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 laying per cent Providing and a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 per cent after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

tonne

15.750 input

#VALUE! M-078

cum 126.000 input

#VALUE! M-051

Machinery

Material Modified binder Crushed stone aggregates 11.2 mm size

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! #VALUE! say #VALUE!

5.21

Note In case 2nd coat is also required to be provided, material provided for the 2nd coat shall be-as IV per table 500-47. impregnated (iv) Case : Bitumen geotextile and Providing laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 703.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause Unit = sqm Taking output = 3500 sqm Page 24 of 346

001 P&M004 P&M025 P&M044

Ref. to Sr No MoRT H Spec.

Description a)

b)

Unit

Rate Rs

Remark Cost Rs s/ Input ref.

Labour Mate

day

0.560 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

hour

2.800 input

#VALUE!

hour

2.800 input

#VALUE!

P&M031 P&M-

tonne

2.000 input

#VALUE!

hour

2.000 input

#VALUE!

Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm capacity Bitumen pressure distributor @ 1750 sqm per hour Pneumatic roller

c)

Quantity

001 P&M004 P&M037

Material

Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm Geotextile including 10 per cent for d) overlaps Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

3.680 input

#VALUE! M-075

sqm 3850.000 input

#VALUE! M-108 #VALUE! #VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/3500

#VALUE! say #VALUE!

5.22

NOTE As bitumen overlay construction shall follow closely the fabric placement on the same day, an output of 3500 sqm only has been considered for the analysis which will cover a length of 500 m, of 7 m wide carriagway. This can be conveniently overlaid by a bitumenious course in a day 519.3 Recipe Cold Mix Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3 Unit = cum Taking output = 205 cum (450 tonnes) (i)

75 mm thickness a)

b)

Labour Mate

day

1.000 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Batch type cold mixing plant 100-120 TPH capacity producing an average output 75 tonne125 per KVA hour Electricof generator

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum capacity

hour

6.000 input

#VALUE!

P&M064 P&M018 P&M-

Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

Machinery

Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller12-15 tonnes.

c)

017 P&M034 #VALUE! Lead =input km & P&M#VALUE! 058

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel roller6-8 tonnes.

hour6.00x0.65* input

#VALUE!

Water tanker6 KL capacity

hour

1.000 input

#VALUE!

tonne

20.250 input

#VALUE! M-077

cum 297.000 input

#VALUE! M-055

Material Bitumen emulsion @ 45 litres per tonne Crushed stone aggregates 40 mm nominal size Cost of water

KL

6.000 input

044 P&M060

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Page 25 of 346

P&M037 P&M-

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Rate per sqm = (a+b+c+d+e)/205

Remark Cost Rs s/ Input ref. #VALUE!

say #VALUE! Note (Case I to III)

5.22

(ii)

1. These mixes are considered suitable for minor repair work and temporary road surface improvement. 2. In case concrete mixtures are required to be used for mixing, a number of these will be needed to match the capacity of road rollers. 3. Tack coat, where provided, will be measured and paid separately. *4.Both the rollers have to be available at site to match with the output of batch mixing plant and paver finisher. A multiplying factor of 0.65 has been adopted to for the idling period of road rollers. 40cater mm thickness a)

b)

Labour Mate

day

1.000 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Batch type cold mixing plant100-120 TPH capacity producing an average output 75 tonne125 per KVA hour Electricof generator

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum capacity

hour

6.000 input

#VALUE!

P&M064 P&M018 P&M-

Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

Machinery

Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller 12-15 tonnes.

c)

017 P&M034 #VALUE! Lead =input km & P&M#VALUE! 058

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel roller 6-8 tonnes.

hour6.00x0.65* input

#VALUE!

Water tanker6 KL capacity

hour

1.000 input

#VALUE!

tonne

31.500 input

#VALUE! M-077

cum 287.000 input

#VALUE! M-052

Material Bitumen emulsion @ 70 litres per tonne Crushed stone aggregates 14 mm nominal size Cost of water

KL

6.000 input

P&M037 P&M044 P&M060

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/205

#VALUE! say #VALUE!

5.22

(iii)

25 mm thickness a)

b)

Labour Mate

day

1.000 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Batch type cold mixing plant 100-120 TPH capacity producing an average output 75 tonne125 per KVA hour Electricof generator

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum capacity

hour

6.000 input

#VALUE!

P&M064 P&M018 P&M-

Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

Machinery

Add 10 per cent of cost of carriage to cover cost of loading and unloading Page 26 of 346

017 P&M034 #VALUE! Lead =input km & P&M#VALUE! 058

Ref. to Sr No MoRT H Spec.

Description

c)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! P&M037 #VALUE! P&M-

Pneumatic tyred roller

hour6.00x0.65* input

Smooth wheeled steel roller

hour6.00x0.65* input

Water tanker6 KL capacity

hour

1.000 input

tonne

38.250 input

#VALUE! M-077

cum 270.000 input

#VALUE! M-050

#VALUE!

Material Bitumen emulsion @ 85 litres per tonne Crushed stone aggregates 6 mm nominal size Cost of water

KL

6.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/205

#VALUE! #VALUE! say #VALUE!

Page 27 of 346

044 P&M060

CHAPTER- 6 CEMENT CONCRETE PAVEMENTS Ref. to Sr No MoRTH Spec. 6.1 601

Description Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with Unit = cum Taking output = 450 cum (990 tonne) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Front end loader 1 cum bucket capacity Cement concrete batch mix plant @ 75 Electric generator 100 KVA Paver with electronic sensor Vibratory roller 8-10 t capacity Water tanker6 KL capacity Tipper

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to383 clause 602.2.4. Coarse Sand as per IS: @ 0.45 cum/cum of concrete Cement @ 150 kg/cum of concrete Cost of water d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/450 Note 6.2

602

Quantity provided for aggregate is for estimating purpose. Exact quantity shall be as per mix design. Pavement Cement Concrete Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, Unit = cum Taking output = 1050 cum (2415 a) Labour Mate Mazdoor skilled Mazdoor Page 1 of 346

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day day

1.120 input 6.000 input 22.000 input

#VALUE! #VALUE! #VALUE!

hour hour hour hour hour hour tonne.k m

6.000 input 6.000 input 6.000 input 6.000 input 8.000 input 8.000 input 990 x L input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

cum 405.000

cum 203.000 input tonne KL

67.500 input 48.000 input

day day day

2.000 input 15.000 input 35.000 input

L-12 L-15 L-13

P&MP&MP&MP&MP&MP&MLead =input km & P&M#VALUE! 058

0.00

0.00

M-052 and M054 #VALUE! M-004

#VALUE! M-081 #VALUE! M-189 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

#VALUE! #VALUE! #VALUE!

L-12 L-15 L-13

Ref. to Sr No MoRTH Spec.

Description b)

Machinery Road Sweeper @ 1250 sqm per hour Front end loader 1 cum bucket capacity Cement concrete batch mix plant @ 175 cum per hour (effective output) Electric generator 250 KVA Slip form paver with electronic sensor Water tanker6 KL capacity Transit truck agitator 5 cum capacity.

Add 10 per cent of cost of carriage to cover cost of loading and unloading Concrete joint cutting machine . Texturing machine . c) Material Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. Sand as per IS: 383. and conforming to clause 602.2.4 @ 0.45 cum/cum of concrete Cement 43 grade @ 400 kg/cum of 32 mm mild steel dowel bars of grade S 16 mm deformed steel tie bars of grade Separation Membrane of impermeable plastic sheeting 125 micron thick Pre moulded Joint filler, 25 mm thick for expansion joint. Joint sealant Sealant primer Plastic sheath,1.25 mm thick for dowel Curing compound Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per cent by weight cement Cost of of water

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

hour hour hour

2.800 input 18.000 input 6.000 input

#VALUE! #VALUE! #VALUE!

hour hour hour tonne.k m

6.000 input 6.000 input 36.000 input 2415xL input

#VALUE! #VALUE! #VALUE! #VALUE!

hour hour

12.000 input 12.000 input

cum 945.000

0.00

cum 473.000 input tonne 414.000 tonne 9.450 tonne 1.170 sqm 3675.000 sqm

input input input input

16.330 input

kg 875.000 kg 116.670 sqm 46.670 liter 1850.000 kg 2070.000

input input input input input

KL 216.000 input

#VALUE!

P&MP&MP&M067 P&MP&MP&MLead =input km & P&M058

#VALUE! #VALUE!

P&MP&M-

0.00

M-052 and M054 #VALUE! M-004 #VALUE! #VALUE! #VALUE! #VALUE!

M-081 M-126 M-082 M-164

#VALUE! M-141 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

M-120 M-097 M-138 M-090 M-180

#VALUE! M-189

Add 1 per cent of material for cost of miscellaneous materials like tarpauline, Hessian cloth, metal cap, cotton / compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scabbling machine, threads, ropes, d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 1050cum = a+b+c+d+e

#VALUE!

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/1050

#VALUE! say #VALUE!

Note

6.3 603

The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per mix design. Rolled Cement Concrete Base Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 6004 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes Unit = cum Taking output = 450 cum (990 tonne) a)

Labour Mate

day

1.200 input

#VALUE!

L-12

Mazdoor skilled

day

7.000 input

#VALUE!

L-15

Page 2 of 346

Ref. to Sr No MoRTH Spec.

Description Mazdoor b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

day

23.000 input

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Cement concrete batch mix plant @ 75 cum pergenerator hour Electric 100 KVA

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Paver with electronic sensor @ 75 cum/hr. Vibratory roller 8-10 t capacity

hour

6.000 input

#VALUE!

hour

8.000 input

#VALUE!

hour

8.000 input

#VALUE!

tonne.k m

990xL input

#VALUE!

Machinery

Water tanker with 5 km lead 6 KL capacity Tipper

Cost of water

cum 405.000

cum 203.000 input

068 P&M080 P&M034 P&M059 P&M-

060 Lead =input km & P&M#VALUE! 058

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.3. Sand as per IS: 383 and conforming to clause 602.2.3 @ 0.45 cum/cum of concrete Cement @ 200 kg/cum of concrete

P&M017 P&M-

0.00

0.00

M-052 and M054 #VALUE! M-004

tonne

90.000 input

#VALUE! M-081

KL

48.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 450cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/450

#VALUE! say #VALUE!

Note

6.4 New

6.5 Suggesti ve

The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per mix design. Transition Section between Rigid and Flexible Pavement Due to change in the properties of materials and type of construction, a gradual changeover from rigid pavement to flexible pavement is desirable to avoid any damage at the butting joint. After provision of an expansion joint in the cement concrete slab, the thickness of slab should be tapered to 10 cm over a length of 3 m towards the flexible pavement. The deficiency of thickness caused due to tapering of the slab The quantities of items should be worked out based on the approved design and drawings and priced as per rates given under respective clauses for cement concrete and asphaltic work. Construction of Base/Sub-Base of Pavement with Lean Concrete - Flyash. Construction of Base/sub-base using cement, sand, fly ash and coarse aggregates proportioned as per table 4 of IRC: 74/1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 7.6.3 of IRC: 74-1979, construction joints properly formed at the end of day's work, cured for Unit = cum Taking output = 450 cum (990 tonne) a)

b)

Labour Mate

day

1.120 input

#VALUE!

L-12

Mazdoor skilled

day

6.000 input

#VALUE!

L-15

Mazdoor

day

22.000 input

#VALUE!

L-13

Machinery Page 3 of 346

Ref. to Sr No MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! P&M017 #VALUE! P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

Cement concrete batch mix plant @ 75 cum pergenerator hour Electric 100 KVA

hour

6.000 input

hour

6.000 input

#VALUE!

Paver finisher with electronic sensor

hour

6.000 input

#VALUE!

Vibratory roller 8-10 t capacity

hour

8.000 input

#VALUE!

hour

8.000 input

#VALUE!

tonne.k m

990 x L input

#VALUE!

Water tanker6 KL capacity Tipper 10 T Capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material Crushed stone coarse aggregate of 40 mm nominal size @ 0.90 cum/cum of concrete conforming to table 2 of IRC: 74-1979. Coarse Sand as per IS: 383 - 1970 Cement @ 150 kg/cum of concrete Fly ash conforming to IS: 3812 ( Part II )

068 P&M080 P&M034 P&M059 P&M-

060 Lead =input km & P&M#VALUE! 058

cum 405.000 input

#VALUE! M-055

cum 110.960 input

#VALUE! M-004

tonne

67.500 input

#VALUE! M-081

cum

91.540 input

#VALUE! M-011

( Total fine aggregates = 450 x 0.45 = 202.50 cum To be divided in ratio of 2 sand : 1.65 flyash. Refer table 4 of IRC: 741979). d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Cost for 450cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/450

#VALUE! say #VALUE!

Note

6.6 Suggesti ve

1.Depending upon approved designs, crushed stone aggregates of nominal size 20mm can also be used as per gradation given table 2 of IRC:gravities 74-1979.of fly ash 2.The in ratio of specific and sand has been assumed to be 0.827. 3.The quantities of materials given in the analyses are for estimating purposes. Actual quantities shall be as per job mix formula. 4.Construction procedure as laid down in clause, of IRC: 74-1979 shall be followed. Cement - Flyash Concrete Pavement. Construction reinforced-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15 per cent and sand by 10 per cent, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, Unit = cum sealant primer, joint sealant, Taking output tonne) a) Labour

b)

=

1050

cum

(2415

Mate

day

2.000 input

#VALUE!

L-12

Mazdoor skilled

day

15.000 input

#VALUE!

L-15

Mazdoor

day

35.000 input

#VALUE!

L-13 P&M031 P&M-

Machinery Road Sweeper @ 1250 sqm per hour

hour

2.800 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

18.000 input

#VALUE!

Cement concrete batch mix plant @ 175 cum per hour (effective output)

hour

6.000 input

#VALUE!

Page 4 of 346

017 P&M067

Ref. to Sr No MoRTH Spec.

Description

Quantity

Rate Rs

hour

Slip form paver with electronic sensor

hour

6.000 input

Water tanker6 KL capacity

hour

36.000 input

#VALUE!

tonne.k m

2415xL input

#VALUE!

hour

12.000 input

#VALUE!

hour

12.000 input

#VALUE!

Add 10 per cent of cost of carriage to cover cost of loading and unloading Concrete joint cutting machine . Texturing machine .

6.000 input

Remark Cost Rs s/ Input ref. #VALUE! P&M081 #VALUE! P&M-

Electric generator 250 KVA

Transit truck agitator 5 cum capacity.

c)

Unit

006 P&M060 P&M-

050 Lead= #VALUE! input km P&M083 P&M088

Material Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. Sand as per IS: 383. and conforming to clause 602.2.4 Cement 43 grade

cum 945.000

0.00

0.00

cum 425.000 input

M-052 and M054 #VALUE! M-004

tonne 357.000 input

#VALUE! M-081

Fly ash conforming to IS: 3812-1966 (Part-I) 32 mm mild steel dowel bars of grade S 240mm deformed steel tie bars of grade 16

tonne 109.000 input

#VALUE! M-011

tonne

9.450 input

#VALUE! M-126

tonne

1.170 input

#VALUE! M-082

S 415 Separation Membrane of impermeable plastic sheeting 125 micron thick Pre moulded Joint filler, 25 mm thick for expansion joint. Joint sealant

sqm 3675.000 input

#VALUE! M-164

sqm

16.330 input

#VALUE! M-141

kg 875.000 input

#VALUE! M-120

kg 116.670 input

#VALUE! M-097

Sealant primer Plastic sheath,1.25 mm thick for dowel bars Curing compound Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per cent by weight cement Cost of of water

sqm

46.670 input

#VALUE! M-138

liter 1850.000 input

#VALUE! M-090

kg 2070.000 input

#VALUE! M-180

KL 216.000 input

#VALUE! M-189

Add 1 per cent of material for cost of miscellaneous materials like tarpauline, Hessian cloth, metal cap, cotton / compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scabbling machine, threads, ropes, d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 1050cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/1050

#VALUE! #VALUE! #VALUE! say #VALUE!

Note 1.The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per 68-1976 mix design. 2.IRC: may be referred for guidelines on the design of cement-fly ash concrete for rigid pavement construction. *Calculation of cement, sand and fly ash. Cement @ 400 kg/cum = 1050 x 400 = 420 tonnes. 15 per cent of cement to be replaced by fly ash = 63 tonnes. Balance cement = 357 tonnes. Quantity of fly ash = 63 x specific gravity fly ash of = Sand @of 0.45 cum/specific / cum of gravity concrete 1050 x 0.45 = 472.50 x 1.6 = 756 tonnes.10 per cent to be replaced by flyash. Balance sand = 756 x 0.9 = 680.4 tonnes = 680.4 / 1.6 = 425 cum. Quantity of flyash = (756-680.4) x specific gravity of fly ash/specific gravity of sand = 76.4 x 2.25 / 2.687 = Fly ash Total fly ash = 45 + 64 = 109 tonnes.

Page 5 of 346

Ref. to Sr No MoRT H 7.1 Spec. 702

CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH Description

Unit

Sub-Surface Drain with Geotextiles Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including Unit = Running metre Taking output = one metre a) Labour Mate Mazdoor skilled Mazdoor b) Material Geonets, geomembrane and geotextile to make planar geocomposite stable network for sub surface drain including wrapping of joints with 160 mm over lapping with geotextile . Geonets Geomembrane Geotextile Add 2 per cent cost of material for miscellaneous items like synthetic cord c) Overhead charges @ input on d) Contractor's profit @ input on Rate per metre = a+b+c+d

7.2

7.3

Note Surplus excavated material to be used at site. Hence seprate cost for disposal not added. 702.4 Narrow Filter Sub-Surface Drain Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling Unit = Running metre length Taking output = one metre a) Labour Mate Mazdoor skilled Mazdoor b) Material Perforated geosynthetic pipe 150 mm Geotextile filter fabric Add 2 per cent cost of material for miscellaneous item like synthetic cord c) Overhead charges @ input on d) Contractor's profit @ input on Rate per metre = a+b+c+d

703

Note Surplus excavated material to be used at site. Hence Separate cost for disposal not added. Laying Paving Fabric Beneath a Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface Unit = sqm Taking output = 2800 sqm a) Labour Page 1 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day day

0.040 input 0.250 input 0.500 input

#VALUE! #VALUE! #VALUE!

L-12 L-15 L-13

sqm sqm sqm

1.000 input 1.000 input 2.000 input

#VALUE! M-107 #VALUE! M-106 #VALUE! M-108 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day day

0.040 input 0.250 input 0.500 input

#VALUE! #VALUE! #VALUE!

metre sqm

1.000 input 1.250 input

#VALUE! M-134 #VALUE! M-109 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-15 L-13

Ref. to Sr No MoRT H Spec.

7.4

Description

Unit

Mate Mazdoor b) Machinery Road sweeper 1250 sqm per hour Pneumatic roller 14 tonnes 2000 sqm Bitumen pressure distributor 1750 sqm c) Material Paving Fabric Paving Bitumen 80-100 c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 2800 sqm = a+b+c+d+e Rate per sqm =(a+b+c+d+e)/2800

704

Quantity

Rate Rs

day day

0.800 input 20.000 input

hour hour hour

2.240 input 1.400 input 1.680 input

sqm 2940.000 input tonne 2.800 input

Remark Cost Rs s/ Input ref. #VALUE! L-12 #VALUE! L-13 #VALUE! #VALUE! #VALUE!

#VALUE! M-133 #VALUE! M-075 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Laying Boulder Apron in Crates of Synthetic Geogrids Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess case of sloping ground and laid Unit = in cum Taking output = 3.00 cum a) Labour

b)

Mate

day

0.060 input

#VALUE!

L-12

Mazdoor skilled

day

0.500 input

#VALUE!

L-15

Mazdoor

day

1.500 input

#VALUE!

L-13

Geo grids

sqm

21.000 input

#VALUE! M-105

Connectors/ Staples

each

50.000 input

#VALUE! M-085

metre

20.000 input

#VALUE! M-140

Stones with minimum size of 200 mm

cum

3.450 input

#VALUE! M-003

Stones spall for filling voids

cum

0.450 input

#VALUE! M-008

Material

Polymer braids

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 3 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 3

#VALUE! #VALUE! say #VALUE!

7.5

3100

Reinforced Earth Structures Reinforced earth Structures have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earth fill with granular material which is to be retained by the wall. Each component is analysed separately Average as under: considering height of wall = 8 m.

7.5

3102

P&MP&MP&M-

(i) A

Assembling, joining and laying of reinforcing elements. With reinforcing element of steel / Aluminium strips / polymeric strips. Unit = Running Metre Page 2 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking Output = 450 m a)

b)

Labour Mate

day

0.360 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

3.000 input

#VALUE!

L-15

metre

450*1.1 input

#VALUE! M-154

metre

450*1.1 input

#VALUE! M-153

metre

450*1.1 input

#VALUE! M-157

metre

450*1.1 input

#VALUE! M-156

metre

450*1.1 input

#VALUE! M-155

Material

@ Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. 1.Galvanised carbon steel strips or 2.Copper Strips or 3.Aluminium Strips or 4.Stainless steel strips or 5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips @ Any one of the above alternative may be adopted as per approved design. Add 10 per cent of the cost of reinforcing strip towards accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps, heat bonding extension. Type 1 1.Galvanised carbon or steel strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost of 450 m = a+b+c+d

#VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! #VALUE! say #VALUE!

Type 2 2.Copper Strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost of 450 m = a+b+c+d

#VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! #VALUE! say #VALUE!

Type 3 3.Aluminium Strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost of 450 m = a+b+c+d

#VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! #VALUE! say #VALUE!

Type 4 4.Stainless steel strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost of 450 m = a+b+c+d

#VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! #VALUE! say #VALUE!

Type 5 5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost of 450 m = a+b+c+d

#VALUE! #VALUE! #VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! say #VALUE!

7.5(i)

B

With reinforcing elements of synthetic geogrids Unit = sqm Taking output = 300 sqm a)

Labour Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-12

Mate

day

0.360 input

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

3.000 input

#VALUE!

L-15

Material

Synthetic Geogrids as per clause 3102.8 and approved design and specifications. Add 10 per cent of the cost of reinforcing elements (synthetic geogrids) for accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia overlaps and other protective c) pannels, Overhead charges @ input on (a+b) d) Contractor's profit @ input on

sqm 300.000 input

#VALUE! M-181 #VALUE!

#VALUE! #VALUE!

(a+b+c) Cost of 300 sqm of Synthetic geogrids = a+b+c+d Rate per sqm = (a+b+c+d)/ 300

#VALUE! #VALUE! say #VALUE!

7.5

3104

(ii)

Facing elements of RCC Unit = sqm Taking output = 75 sqm a)

Labour Mate

day

0.180 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Mazdoor skilled

day

1.500 input

#VALUE!

L-15

Light crane with lifting capacity upto 3 c) tonne Material

hour

6.000 input

#VALUE!

P&M013

Pre-cast RCC M-35 facing elements of size as per design and 18 cm thick for 75 sqm. (Refer Item 12.8 (H)) HYSD steel @ 5 kg / sqm (Refer Item Add 12.6) 2 per cent of cost of facia pannels, for

cu.m

13.500

#VALUE! #VALUE!

Item 12.8 (H)

tonnes

0.380

#VALUE! #VALUE!

Item 13.6

b)

Machinery

all necessary temporary form work, scaffolding and provision of loops/lugs for lifting of pannels and joining the reinforcing elements. d) Overhead charges @ input on (a+b) e) Contractor's profit @ input on (a+b+d) Cost for 75 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/ 75

#VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note 1.The specification and construction details to be adopted shall be as per section 3100 of MoRTH Specification. 2.Drainage arrangement shall be made as per approved design and drawings. 3.The quantity of filler media shall be calculated as per approved design and specifications and shall be priced separately.The rate for same to be adopted from chapter for 15. foundation including 4.Excavation

,

foundation concrete and groove in the foundation for seating of bottom most facia panel and capping beam to be calculated as per design and priced separately. The rates for excavation and foundation concrete shall be taken from the chapter 12 & 13 in 5.The earth fill to be retained is not included in this analysis. The same is to be worked out and provided separately complete as per clause 305. 6.For compaction of Earthwork, attention is invited to clause 3105.5 of MoRTH 7.Length of reinforcing strips will vary with Specification. the height of wall and will be as per approved design and drawings. 8.The type of reinforcing elements to be adopted shall be as per approved design and specifications.

Page 4 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

9.The market rate for supply of reinforcing elements and their accessories are to be ascertained from reputed firms in the field of earthearth reinforcement. 10.The fill material shall be clean, free draining, granular with high friction and low cohesion, non-corrosive, coarse grained with not 10 per cent of particles passing 75 micron sieve, free of any deleterious matter, chlorides, salts, acids, alkalies, mineral oil, fungus and microbes and shall 11.Capping beam is to be priced separately as per approved design. The rate for cement concrete shall be taken from the chaptercost of sub-structure bridge section. 12.The of reinforcedinearth retaining wall shall include following: (I) Excavation for foundation including backfilling. (ii) Foundation concrete as per approved design. (iii) Cost of facial pannels and their erection (iv) Cost .of reinforcing elements including their fixing and joining with the facial pannels. (v) Drainage arrangement including filter media as per approved design and drawings. 13. The compacted earth filling to be retained shall form part of embankment.

Page 5 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

Ref. to Sr No MoRT H 8.1 Spec. 408

Description

A.

B

8.2

408

Unit

Cast in Situ Cement Concrete M20 Kerb top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause Unit = Running metre Taking output = 360 metre Using Concrete Mixer Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base= 11.61 cum Total Concrete = 24.21 cu.m a) Labour Mate Mason Mazdoor b) Machinery Kerb casting machine @ 60 metres/hour Concrete mixer 0.48/0.28 cum capacity Water tanker6 KL capacity c) Material Crushed stone aggregate 20 mm nominal size 59 per cent Coarse sand 30 per cent Cement 11 per cent Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360 Using Concrete Batching and Mixing Plant Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base = 11.61 cum Total Concrete = 24.21 cu.m a) Labour Mate Mason Mazdoor b) Machinery Kerb casting machine @ 60 metres/hour Concrete batching and mixing plant @ 15 cum/hr. Water tanker6 KL capacity Tipper 5.5 cum capacity c) Material Crushed stone aggregate 20 mm nominal size 59 per cent Coarse sand 30 per cent Cement 11 per cent Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360 Cast in Situ Cement Concrete M 20 Kerb with Channel channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause Page 1 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day day

0.720 input 2.000 input 16.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-11 L-13

hour hour hour

6.000 input 12.000 input 5.000 input

#VALUE! #VALUE! #VALUE!

P&MP&MP&M-

cum

21.790

cum tonne KL

input

#VALUE! M-053

10.900 input 5.700 input 30.000 input

#VALUE! M-005 #VALUE! M-081 #VALUE! M-189 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day day

0.120 input 1.000 input 2.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-11 L-13

hour hour hour hour

6.000 1.600 5.000 6.000

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

P&MP&MP&MP&M-

cum

21.790

input

#VALUE! M-053

10.900 input 5.700 input 30.000 input

#VALUE! M-004 #VALUE! M-081 #VALUE! M-189 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

cum tonne KL

Ref. to Sr No MoRT H Spec.

Description A

Unit

Quantity

Rate Rs

Using Concrete Mixer Unit = Running metre Taking output = 300 metre length Cement Concrete Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)

b)

c)

Labour Mate

day

0.720 input

#VALUE!

L-12

Mason

day

#VALUE!

L-11

Mazdoor

day

2.000 input 16.000 input

#VALUE!

L-13

Machinery Kerb casting machine @ 50 metres/hour for laying kerb and channel Concrete mixer 0.48/0.28

hour

input

#VALUE!

hour

16.000 input 6.000 input

#VALUE!

Water tanker6 KL capacity

P&M029 P&M009 P&M-

Material Crushed stone aggregate 20 mm nominal size 60 per cent Coarse sand 30 per cent

cum

36.590

input

#VALUE! M-053

cum

18.300 input 9.010 input

#VALUE! M-005

tonne KL

36.000 input

#VALUE! M-189

Cement 10 per cent Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

hour

6.000

060

#VALUE! M-081

#VALUE! #VALUE!

Rate per metre = (a+b+c+d+e)/300 B

#VALUE!

#VALUE!

(a+b+c+d) Cost for 360 meter = a+b+c+d+e

8.2

Remark Cost Rs s/ Input ref.

#VALUE! say #VALUE!

Using Concrete Batching and Mixing Plant Unit = Running metre Taking output = 300 metre length Cement Concrete Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)

b)

c)

Labour Mate

day

L-12

day

0.120 input 1.000 input

#VALUE!

Mason

#VALUE!

L-11

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000

input

#VALUE!

hour

2.700 input 6.000 input

#VALUE!

hour

P&M029 P&M003 P&M-

Tipper of 5.5 cum capacity

hour

6.000 input

#VALUE!

Material Crushed stone aggregate 20 mm nominal size 60 per cent Coarse sand 30 per cent

cum

36.590

input

#VALUE! M-053

cum

18.300 input 9.010 input

#VALUE! M-004

tonne KL

36.000 input

#VALUE! M-189

Machinery Kerb casting machine @ 50 metres/hour for laying kerb and channel Concrete batching and mixing plant @ 15 cum/hr. Water tanker6 KL capacity

Cement 10 per cent Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 300 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/300 8.3

801

Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade Page 2 of 346

#VALUE!

060 P&M048

#VALUE! M-081 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description (i)

Unit

Labour Painter

day

0.120 input 2.000 input

Mazdoor

day

1.000 input

#VALUE!

Litre

0.700 input

#VALUE! M-131

b)

day

(a+b+c) Cost for 1600 cm = a+b+c+d Rate per cm height per (a+b+c+ d)/1600

L-12

#VALUE!

L-18 L-13

letter

#VALUE! #VALUE! #VALUE!

=

#VALUE! say #VALUE!

English and Roman Hyphens and the like not to be measured and paid Detail forfor100 letters of 16 cm height. i.e.1600 cm Unit = per cm height per letter a)

Labour Mate

day

L-12

day

0.070 input 1.250 input

#VALUE!

Painter Ist class

#VALUE!

L-18

Mazdoor

day

0.500 input

#VALUE!

L-13

Litre

0.500 input

#VALUE! M-131

b)

Material

Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 1600 cm = a+b+c+d Rate per cm height per letter = (a+b+c +d)/1600 801

#VALUE!

Material

Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

8.4

Remark Cost Rs s/ Input ref.

be measured and paid for Half letter shall be counted halfletters ) Details foras 100 of 16 cm height i.e. 1600 cm Unit = per cm height per letter Mate

(ii)

Rate Rs

Hindi ( Matras commas and the like not to

a)

8.3

Quantity

#VALUE! #VALUE! say #VALUE!

Retro-Reflectorised Traffic Signs cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below Unit = Each Taking output = one traffic sign i)

Excavation for foundation

0.216

cum

0.120

sqm

0.430

Mate

day

Mazdoor

day

0.010 input 0.250 input

ii) Cement concrete M15 grade iii) Painting angle iron post two coats a) Labour (For fixing at site)

b)

(i)

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 8.9

cum

#VALUE!

L-12

#VALUE!

L-13

Material 19.000

#VALUE! #VALUE! M-179 / 1000

Mild steel angle iron 75 x 75 x 6 mm

kg

Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable Add 2 per cent of cost of angle iron towards cost of drilling holes, nuts, bolts etc. 90 cm equilateral triangle

sqm

0.350 input

#VALUE! M-061

sqm

0.156 input

#VALUE! M-061

or ( ii )

60 cm equilateral triangle Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

or ( iii )

60 cm circular

sqm

0.283 input

#VALUE! M-061

sqm

0.480 input

#VALUE! M-061

sqm

0.270 input

#VALUE! M-061

sqm

0.360 input

#VALUE! M-061

sqm

0.672 input

#VALUE! M-061

hour

0.010 input

#VALUE!

or ( iv )

80 mm x 60 mm rectangular or

(v)

60 cm x 45 cm rectangular or

(vi )

60 cm x 60 cm square or

( vii )

90 cm high octagon c)

Machinery Tractor-trolley

(i)

90 cm equilateral triangle d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

(a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE!

(a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE! #VALUE! say #VALUE!

( iv ) 80 mm x 60 mm rectangular d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE! #VALUE! say #VALUE!

( v ) 60 cm x 45 cm rectangular d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE! #VALUE! say #VALUE!

(vi ) 60 cm x 60 cm square d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE! #VALUE! say #VALUE!

( vii ) 90 cm high octagon d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

801

#VALUE!

say #VALUE!

( iii ) 60 cm circular d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

8.5

#VALUE! #VALUE! say #VALUE!

( ii ) 60 cm equilateral triangle d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Note

#VALUE!

1.Any one area of aluminium sheeting given at (i) to (vii) may be adopted as per site requirement and in accordance with IRC : 67 2.Rate for excavation, cement concrete M15 and painting may be taken from respective chapters 3. The depth of foundation and quantity of cement concrete in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards. Direction and Place Identification Signs upto 0.9 sqm Size Board. Page 4 of 346

#VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

i) Excavation for foundation

cum

0.216

ii) Cement concrete M15 grade iii) Painting angle iron post two coats a) Labour (For fixing at site)

cum

0.120

sqm

0.430

Mate

day

Mazdoor

day

0.010 input 0.200 input

Remark Cost Rs s/ Input ref.

identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved Unit = sqm Taking output = 0.9 sqm

Material Mild steel angle iron 75 mm x 75 mm x 6 mm,2.85 metres long Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size 0.9 sqm Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc. c) Machinery

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 8.9 #VALUE!

L-12

#VALUE!

L-13

b)

Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

kg

19.000

#VALUE! #VALUE! M-179 / 1000 input #VALUE! M-061

sqm

0.900

hour

0.020 input

#VALUE!

801

P&M053

#VALUE!

(a+b+c+d) Cost for 0.9 sqm =I+ii+ii+ a+b+c+d+e Rate per sqm (for sign having area upto 0.9 sqm) = (I+ii+iii+a+b+c+d+e)/0.90

8.6

#VALUE!

#VALUE! #VALUE! say #VALUE!

I) Lettering and arrow marks on sign board to be provided separately as per actual Note requirement. Rates for these items have been analysed separately ii) Rate for excavation, cement concrete M15 and painting may be taken from respective chapters Direction and Place Identification Signs with size more than 0.9 sqm size Board. identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per Unit = sqm Taking output = 1.50 sqm i)

Excavation for foundation

ii) Cement concrete M15 grade iii) Painting angle iron post 2 coats a) Labour (For fixing at site) Mate Mazdoor b)

0.430

cum

0.240

sqm

0.860

day

0.010 input 0.300 input

day

Material Mild steel angle iron 75 mm x 75 mm x 6 mm, 2.85 metres long, 2 nos Aluminium sheeting fixed with encapsulated lens type reflective sheeting Page 5 of 346

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 8.9

cum

kg sqm

38.000 1.500

#VALUE!

L-12

#VALUE!

L-13

#VALUE! #VALUE! M-179 / 1000 input #VALUE! M-061

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc. c) Machinery Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

hour

0.020 input

802

#VALUE! #VALUE!

P&M053

#VALUE!

(a+b+c+d) Cost for 1.5 sqm =I+ii+ii+ a+b+c+d+e Rate per sqm ( for sign having area more than 0.9 sqm) = ( i+ii+iii+a+b+c+d+e)/1.50

8.7

Remark Cost Rs s/ Input ref.

#VALUE! #VALUE! say #VALUE!

i) Lettering and arrow marks on sign board to be provided separately as per actual Note requirement. Rates for these items have been analysed separately ii) Rate for excavation, cement concrete M15 and painting may be taken from respective chapters Overhead Signs a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design A Truss and Vertical Support Unit = tonne Taking output = 1 tonne a)

Labour Mate

Blacksmith Mazdoor including for handling & fixing at site. b) Material Aluminium alloy/galvanised steel including 5 per cent wastage Add 1 per cent on cost of material for nuts, bolts and drilling and welding consumables Add 15 per cent on cost of material for fabrication of trusses as per approved design c) Machinery Crane 3 tonne capacity

day

0.240 input

#VALUE!

L-12

day

2.000 input 4.000 input

#VALUE!

L-02

#VALUE!

L-13

day tonne

input

#VALUE!

hour

3.000 input 0.500 input

B

#VALUE! #VALUE!

P&M013 P&M-

#VALUE!

057

#VALUE!

(a+b+c+d) Rate per tonne = (a+b+c+d+e) 8.7

#VALUE! M-060 #VALUE!

hour

Truck d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

1.050

#VALUE! say #VALUE!

Aluminium Alloy Plate for Over Head Sign Unit = sqm Taking output = 1 sqm a)

Labour #VALUE!

L-12

day

0.020 input 0.100 input

#VALUE!

L-02

day

0.150 input

#VALUE!

L-13

sqm

1.000

Mate

day

Blacksmith Mazdoor b)

Material Aluminium alloy plate,2 mm thick, fixed with high intensity grade sheeting vide clause 801.3 Miscellaneous Add 1 per cent of cost of labour for lifting arrangement, like ladders, pulleys, ropes etc c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per sqm = (a+b+c+d)

Page 6 of 346

input

#VALUE! M-059

#VALUE! #VALUE! #VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

say #VALUE!

1. The cost of excavation and foundation concrete for fixing of vertical support Note system to be worked out separately as per the approved drawing/design and to be included in the 2. Lettering andestimate. arrow marks on sign board

8.8

803

Remark Cost Rs s/ Input ref.

to be provided separately as per actual requirement. Rates for these items have been included in New this chapter. Painting Twoseparately Coats on Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Unit = sqm Taking output = 40 sqm a)

Labour Mate

#VALUE!

L-12

day

0.120 input 2.000 input

#VALUE!

L-18

day

1.000 input

#VALUE!

L-13

Litre

6.000 input

#VALUE! M-132

day

Painter Mazdoor b)

Material Paint conforming to requirement of clause 803.3. Add for scaffolding @ 1 per cent of labour cost where required Add @ 5 per cent cost of labour and materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 of painting. c) coats Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

#VALUE! #VALUE!

(a+b+c) Cost for 40 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/40 8.9

803

#VALUE! say #VALUE!

Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

L-12

day

0.030 input 0.450 input

#VALUE!

Painter

#VALUE!

L-18

Mazdoor

day

0.250 input

#VALUE!

L-13

Litre

1.250 input

#VALUE! M-131

Material Paint ready mixed approved brand. Add @ 1 per cent on cost of material for Addscaffolding @ 5 per cent cost of labour and

#VALUE! #VALUE!

materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 of painting. c) coats Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 10 sqm = a+b+c+d

#VALUE!

Rate per sqm= (a+b+c+d)/10 8.10

803

#VALUE! say #VALUE!

Painting on Wood Surfaces Providing and applying two coats of ready mix paint of approved brand on wood surface after thorough cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a)

Labour Mate

day

Page 7 of 346

0.030 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Quantity

Rate Rs

Painter

day

Mazdoor

day

0.500 input 0.200 input

Litre

1.500 input

#VALUE!

L-13

Material Paint ready mixed of approved brand. Add @ 1 per cent on cost of material for Addscaffolding @ 5 per cent cost of labour and

#VALUE! M-131 #VALUE! #VALUE!

materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 of painting. c) coats Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 10 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/10 8.11

Remark Cost Rs s/ Input ref. #VALUE! L-18

#VALUE! say #VALUE!

Painting Lines, Dashes, Arrows etc on Roads Two dashes, Coats on New etc Work Paintinginlines, arrows on roads

803

(i)

in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

L-12

day

0.090 input 0.550 input

#VALUE!

Painter

#VALUE!

L-18

Mazdoor

day

1.550 input

#VALUE!

L-13

Litre

1.480 input

#VALUE! M-132

Material

Road marking Paint as per IS :164 c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 10 sqm = a+b+c+d

#VALUE! #VALUE! #VALUE!

Rate per sqm= (a+b+c+d)/10 8.11

(ii)

#VALUE! say #VALUE!

Up to 10 cm in width Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

L-12

day

0.070 input 0.350 input

#VALUE!

Painter

#VALUE!

L-18

Mazdoor

day

1.350 input

#VALUE!

L-13

Litre

1.480 input

#VALUE! M-132

Material

Road marking paint c) Overhead charges @ input on (a+b) Contractor's profit @ input on d) (a+b+c) Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 8.12

Painting Lines, Dashes, Arrows etc on Roads inlines, Two dashes, Coats on Old Work Painting arrows etc on roads

803

(i)

in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width Unit = sqm Taking output = 10 sqm a)

Labour Page 8 of 346

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Quantity

Rate Rs

Mate

day

Painter Ist class

day

0.060 input 0.300 input

#VALUE!

L-18

Mazdoor

day

1.250 input

#VALUE!

L-13

Litre

0.900 input

#VALUE! M-132

Material

Road marking paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 10 sqm = a+b+c+d

#VALUE! #VALUE! #VALUE!

Rate per sqm = (a+b+c+d)/10 8.12

(ii)

Remark Cost Rs s/ Input ref. #VALUE! L-12

#VALUE! say #VALUE!

Up to 10 cm in width Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

L-12

day

0.070 input 0.350 input

#VALUE!

Painter Ist class

#VALUE!

L-18

Mazdoor

day

1.350 input

#VALUE!

L-13

Litre

0.900 input

#VALUE! M-132

Material

Road marking Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 10 sqm= a+b+c+d

#VALUE! #VALUE! #VALUE!

Rate per sqm = (a+b+c+d)/10

8.13

803

#VALUE! say #VALUE!

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Unit = sqm Taking output = 600 sqm a)

b)

c)

Labour Mate

day

Mazdoor

day

Machinery Road marking machine @ 60 sqm per hour Tractor-trolley

hour

Reflectorising glass beads d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 600 sqm = a+b+c+d+e Rate per sqm = a+b+c+d+e)/600

804

#VALUE!

L-12

#VALUE!

L-13

10.000 input 0.500 input

#VALUE!

P&M043 P&M-

#VALUE!

053

Material Hot applied thermoplastic compound

8.14

hour

0.030 input 0.750 input

1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or Note curing compound to be removed where paint is required to be applied on concrete surface. 2.Cost of painter is already included in hire charges of road marking machine. Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) 5th kilometre stone (precast) Page 9 of 346

Litre kg

1500.000 input 150.000 input

#VALUE! M-118 #VALUE! M-152 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

cum

2.350

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = Nos. Taking output = 6 Nos. a)

M-15 grade of concrete

b) Steel reinforcement @ 5 kg kg 22.080 per sqm c) Excavation in soil for cum 1.680 foundation d) Painting two coats on sqm 9.850 concrete surface per cm e) Lettering on km post (average per 1800.000 30 letters of 10 cm height each) letter Transportation and fixing f)

#VALUE! #VALUE!

Item 12.8 (A) #VALUE! #VALUE! Item 13.6 / 1000 #VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 8.8 #VALUE! #VALUE! Item 8.3

Labour Mate Mason Mazdoor including loading/unloading

g)

#VALUE!

L-12

day

0.260 input 0.600 input

#VALUE!

L-11

day

6.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M053

day

Machinery

Tractor-trolley h) Overhead charges @ input on (f+g) i) Contractor's profit @ input on

#VALUE! #VALUE!

(f+g+h) Cost for 6 Nos. 5th km stone = a+b+c+ d+e +f+g+h +i Rate for each 5th km stone = (a+b+c+ d+e +f+g+h +i ) /6

#VALUE! #VALUE! say #VALUE!

8.14

(ii)

Ordinary kilometer stone (precast) Unit = Nos. Taking output = 14 Nos. a)

M-15 grade of concrete

b) Steel reinforcement @ 5 kg per sqm c) Excavation in soil for foundation d) Painting two coats on concrete surface e) Lettering on km post ( average 12 letters of 10 cm height each) Transportation and fixing f)

cum kg cum

3.770 26.320 2.770

sqm 11.410 per cm per 1680.000 letter

#VALUE! #VALUE!

Item 12.8 (A) #VALUE! #VALUE! Item 13.6 / 1000 #VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 8.8 #VALUE! #VALUE! Item 8.3

Labour Mate

day

L-12

day

0.320 input 1.000 input

#VALUE!

Mason

#VALUE!

L-11

Mazdoor

day

7.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M053

g)

Machinery

Tractor-trolley h) Overhead charges @ input on (f+g) i) Contractor's profit @ input on

#VALUE! #VALUE!

(f+g+h) Cost for 14 Nos. ordinary km stone = (a+b+ c +d+e+f+g+h+i) Rate for each ordinary km stone = (a+b+ c +d+e+f+g+h+j) /14

#VALUE! #VALUE! say #VALUE!

8.14

(iii)

Hectometer stone (precast) Unit = Nos. Taking output = 33 Nos. a)

M-15 grade of concrete

cum

b) Steel reinforcement @ 5 kg kg per sqm c) Excavation in soil for cum foundation d) Painting two coats on sqm concrete surface per cm e) Lettering on km post (average per 1 letter of 10 cm height each) letter Page 10 of 346

1.580 66.000 1.390 6.270 330.000

#VALUE! #VALUE!

Item 12.8 (A) #VALUE! #VALUE! Item 13.6 / 1000 #VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 8.8 #VALUE! #VALUE! Item 8.3

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Transportation and fixing f)

Labour Mate

day

L-12

day

0.340 input 1.500 input

#VALUE!

Mason

#VALUE!

L-11

Mazdoor

day

7.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M053

g)

Machinery

Tractor-trolley h) Overhead charges @ input on (f+g) i) Contractor's profit @ input on

#VALUE! #VALUE!

(f+g+h) Cost for 33 Nos. Hectometer stone = (a+b +c +d+e+f+ g+h+i) Rate for each Hectometer stone = (a+b +c +d+e+f+ g+h+i) 33

#VALUE! #VALUE! say #VALUE!

The rate for excavation, cement concrete, Note steel reinforcement, painting and lettering may be taken from respective chapters. 8.15

805

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. Unit = Each Taking output= 30 Nos. a)

Labour Mate

day

Mazdoor for fixing

day

Material Cost of approved type of delineators from ISI certified firm as per the - 79 Add standard 10 perdrawing cent given cost in of IRC material for installation c) Overhead charges @ input on

0.040 input 1.000 input

#VALUE!

L-12

#VALUE!

L-13

b)

each

30.000

input

#VALUE! #VALUE!

(a+b) d) Contractor's profit @ input on (a+b+c) Cost for 30 Nos. delineators = (a+b+ c+d)

#VALUE! #VALUE!

Rate per delineators = (a+b+c+d) /30

8.16

806

#VALUE! say #VALUE!

In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, Note the items of excavation and foundation concrete are required to be measured and paid separately. Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting Unit = Each Taking output = 57 Nos. a) M-15 grade of the boundary stone b)

Steel reinforcement

c)

Excavation in soil

d)

Lettering, each 10 cm high

Transportation and fixing e)

#VALUE! M-091

cum kg

1.250 79.800

cum 10.720 per letter 2280.000 per cm high

#VALUE! #VALUE!

Item 12.8 (A) #VALUE! #VALUE! Item 13.6 / 1000 #VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 8.3

Labour Mate

day

Mazdoor

day Page 11 of 346

0.570 input 14.250 input

#VALUE!

L-12

#VALUE!

L-13

Ref. to Sr No MoRT H Spec.

Description f)

Unit

Rate Rs

hour

6.000 input

cum

11.970 input

P&M053

#VALUE! M-008 #VALUE! #VALUE!

(e+f+g+h) Cost for 57 Nos. boundary pillar = (a+b +c+d +e+ f+g+h+i ) Rate for each boundary pillar = (a+b+c+d+e+ f+g+h+i)/57

807

#VALUE!

Material

Stone spall h) Overhead charges @ input on (e+f+g) i) Contractor's profit @ input on

8.17

Remark Cost Rs s/ Input ref.

Machinery Tractor-trolley

g)

Quantity

#VALUE! #VALUE! say #VALUE!

In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, Note the items of excavation and foundation concrete are required to be measured and paid G.I separately. Barbed Wire Fencing 1.2 Metre High barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc Unit = per running metre Taking output = 30 metres a)

Labour Mate

day

L-12

day

0.090 input 0.250 input

#VALUE!

Blacksmith

#VALUE!

L-02

Mazdoor

day

2.000 input

#VALUE!

L-13

b)

Material Barbed wire 335 metres length @ 9.38 kg per 100 metres MS angle iron 40 mm x 40mm x 6 mm, 23 metres in length @ 3.5 kg per metre Add for GI staple binding wire, drilling holes etc. @ 2 per cent of the cost of material c) Painting Applying two coats of painting on exposed surface of angle iron posts as per item no. 8.9) d) ( Rate Overhead charges @ input on (a+b) e) Contractor's profit @ input on (a+b+d) Cost for 30 metres fencing = a+b+c+d+e Rate per metre = (a+b+c+d+e)/30

8.18

807

Cost of excavation for foundation and foundation concrete to be added separately Note in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. 1.8 Metre G.I Barbed Wire Fencing High barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc Unit = per running metre Taking output = 30 metres a)

Labour Page 12 of 346

kg

31.420

kg

80.500

input

#VALUE! M-063

#VALUE! #VALUE! M-179 / 1000 #VALUE!

sqm

2.110

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Mate

day

Blacksmith

day

0.120 input 0.400 input

Mazdoor

day

2.500 input

Material Barbed wire 428 metres length @ 9.38 kg per 100 metres MS angle iron 50 mm x 50 mm x 6 mm,33.8 metres in length @ 4.5 kg per metre Add for GI staple, binding wire, drilling holes etc. @ 2 per cent of the cost of material c) Painting Applying two coats of painting on exposed surface of angle iron posts d) Overhead charges @ input on (a+b) Contractor's profit @ input on e)

Remark Cost Rs s/ Input ref. #VALUE! L-12 #VALUE!

L-02

#VALUE!

L-13

b)

kg

40.150

kg

152.000

input

#VALUE! #VALUE! M-179 / 1000 #VALUE!

sqm

3.960

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE!

(a+b+d) Cost for 30 metres fencing = a+b+c+d+e Rate per metre fencing = (a+b+c +d+e)/30

#VALUE! #VALUE! say #VALUE!

Cost of excavation for foundation and foundation concrete to be added separately Note in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. 8.19 Sugge stive

#VALUE! M-063

Fencing With Welded Steel Wire Fabric 75 mm x 50 mm angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in Unit = Running metre Taking output = 30 m a)

b)

Labour Mate

day

L-12

day

0.120 input 1.000 input

#VALUE!

Welder

#VALUE!

L-02

Mazdoor

day

2.000 input

#VALUE!

L-13

Material i) Angle iron for posts 50 x 50 x 6 mm

ii) Runner flat 50 x 5 mm iii) Welded steel wire fabric 75x50 mm mesh @ 4 kg/sqm,4 x 30 x 1.2 + 5 per cent wastage OR Welded steel wire fabric 75 x 25 mm mesh @ 7.75 kg/sqm, 7.75 x 30 x 1.2 + per per centcent wastage Add 52.5 of cost of material for drilling holes in angles, flats, splitting angle at bottom, nuts and bolts and welded consumables c) Machinery Tractor-trolley d)

kg

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 26.000 1000 input #VALUE! M-191 151.000

kg

293.000

kg kg

106.000

hour

0.100 input

sqm

8.000

#VALUE!

Painting

Painting two coats including priming e) Overhead charges @ input on (a+b+c) f) Contractor's profit @ input on (a+b+c+e) Cost for 30 metre = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/30 i) Adopt any one type of welded steel wire Note fabric 75 x 50 mm or 75 x 25 mm as per approved design.

Page 13 of 346

P&M053

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec. 8.20

808

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

cum

1.296

cum

0.648

sqm

4.710

sqm

2.160

Mate

day

L-12

day

0.010 input 0.250 input

#VALUE!

Mazdoor

#VALUE!

L-13

Plumber

day

0.010 input

#VALUE!

L-02

ii) The item of excavation and cement concrete in foundation shall be measured and paid separately Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x fixing 50 mm Providing, and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings Unit = Running metre Taking output = 10metres i) Excavation for foundation (6 Nos)6 x 0.6 x 0.6 x 0.6 ii) Foundation concrete M-15 grade PCC 6 x 0.6 x 0.6 x 0.3 iii) Painting of pipe iv) Painting of channel section 6 nos,1.8 metres each 0.2 x 1.8 x 6 = 2.16 a) Labour (For fixing at site)

Material Steel pipe 50 mm external dia as per metre IS:1239 Medium weight steel channel (ISMC kg series) 100 mm x 50 mm,10.8 metres @ 9.2holes kg per Add length for drilling @ metre 2 per cent of cost of channels c) Machinery

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! Item 8.9

b)

Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

hour

#VALUE! M-175 30.000 input #VALUE! #VALUE! M-179 / 99.360 1000 #VALUE! 0.040 input

#VALUE!

808

P&M053

#VALUE!

(a+b+c+d) Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e Rate per metre = (i+ii+iii+iv+a+b+c+d+e)/10 8.21

#VALUE!

#VALUE! #VALUE! say #VALUE!

Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing Unit = Running metre Taking output = 10metres i) Excavation for foundation (6 Nos)6 x 0.6 x 0.6 x 0.6 ii) Foundation concrete M - 15 grade PCC 6 x 0.6 x 0.6 x 0.3 iii) RCC M - 20 for pre cast posts 6 nos of 1.8 metres each iv) Painting of pipe a)

b)

1.296

cum

0.648

cum

0.320

sqm

4.710

Mate

day

L-12

day

0.014 input 0.350 input

#VALUE!

Mazdoor

#VALUE!

L-13

Plumber

day

0.010 input

#VALUE!

L-02

Labour

Material Steel pipe 50 mm dia as per IS:1239

c)

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 14.1(A) #VALUE! #VALUE! Item 8.9

cum

metre

30.000 input

#VALUE! M-175

Machinery

Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e Rate per metre = (i+ii+iii+iv+a+b+c+d+e)/10 Page 14 of 346

hour

0.250 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

P&M053

Ref. to Sr No MoRT H Spec. 8.22

Description

Unit

Quantity

Rate Rs

say #VALUE!

Reinforced Cement Concrete Crash Barrier crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, Unit = Linear metre

809

Remark Cost Rs s/ Input ref.

Taking output = 10 m (i)

a)

M 20 grade concrete M 20 grade concrete

b)

#VALUE! #VALUE!

Item 14.1(A)

cum

3.000

Mate

day

L-12

day

0.040 input 1.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

0.280 input 0.320 input

#VALUE! M-082

Labour

c)

Material HYSD steel reinforcement including dowel bars Pre-moulded asphalt filler board d) Overhead charges @ input on (b+c) e) Contractor's profit @ input on

tonne sqm

#VALUE! #VALUE!

(b+c+d) Cost for 10 metre = a+b+c+d+e

#VALUE!

Rate per metre = (a+b+c+d+e)/10 Note

8.23

810 A

#VALUE! M-144

#VALUE! say #VALUE!

i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm Unit = Running metre Taking output = 4.5 metre length a)

b)

Labour Mate

day

L-12

day

0.060 input 0.500 input

#VALUE!

Blacksmith

#VALUE!

L-02

Mazdoor

day

1.000 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M053

Machinery Tractor-trolley

c)

Material Corrugated sheet,3 mm thick, "W" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm,1.8 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.33 m long,3 Nos @ 16.4 kg per metre Nuts and bolts Add 25 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) Page 15 of 346

kg kg kg kg

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 88.560 1000 #VALUE! #VALUE! M-179 / 16.240 1000 #VALUE! M-130 20.000 input 41.210

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Cost for 4.5 metre = a+b+c+d+e

#VALUE!

Rate per metre = (a+b+c+d+e)/4.5 8.23

B

Remark Cost Rs s/ Input ref.

#VALUE! say #VALUE!

Type - B, "THRIE" : Metal Beam Crash Barrier beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm Unit = Running metre Taking output = 4.5 metre length a)

Labour Mate Blacksmith Mazdoor

b)

#VALUE!

L-12

day

0.060 input 0.500 input

#VALUE!

L-02

day

1.000 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M053

day

Machinery Tractor-trolley

c)

Material Corrugated sheet,3 mm thick, "Thrie" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm, 2 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.546 m long,3 Nos Nuts and bolts Add 15 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 4.5 metre = a+b+c+d+e Rate per metre= (a+b+c+d+e)/4.5 In the case of median crash barrier, 'W' metal beam or thrie beam section should be provided on both sides of the vertical posts Note fixed in the median. Extra provision for metal beam railing and spacer is required to be made when fixed in the median Road Traffic Signals depending on approved design. electrically 8.24 811 Since it is a ready made item commercially operated produced and erected by specialised firm in the electrical and electronic field, rate may Note be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing. Sugge Flexible Crash Barrier, Wire Rope 8.25 stive Safety Barrier

Page 16 of 346

kg

72.940

kg

98.400

kg kg

input

#VALUE! M-088

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 26.860 1000 #VALUE! M-130 30.000 input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and ratemetre excluding excavation and Unitdrawing, = Running

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 15 metre a)

Labour Mate

day

L-12

day

0.120 input 2.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Blacksmith

day

1.000 input

#VALUE!

L-02

b)

Material i) RS Joist 100 x 75 mm - 16.5 m @ 11.5 kg per metre ii) Struts - 2 Nos. for terminal posts,2 m long each 2 x 2 x 11.50 iii) Tie 2 Nos. of 8 mm steel plate,1.5 sqm each for terminal posts @ 62.80 kg/sqm x 1.5) iv) Steel(2 wire rope 40 mm, including 7.50 per cent extra for fixing at ends 4 x cent 1.075 @ kg per Add 15 5 xper of1 cost ofmmaterial for drilling, gripping, fixing, fabrication and welding consumables c) Painting Applying 2 coats of painting on exposed surface d) Machinery Tractor-trolley e) Overhead charges @ input on (a+b+d) f) Contractor's profit @ input on (a+b+d+e) Cost for 15 m = a+b+c+d+e+f Rate per m = (a+b+c+d+e+f)/15

Note 8.26

Sugge stive A

B

The items of excavations and cement concrete works will be measured and included separately as per the approved designs and drawings. Anti-Glare Devices in Median Plantation Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 Anti-glare screen with 25 mm steel on horticulture. pipe framework fixed with circular and rectangular vans screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved Unit = Running metre Taking output = one metre a)

Labour Page 17 of 346

kg kg kg kg

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 46.000 1000 #VALUE! #VALUE! M-179 / 188.400 1000 input #VALUE! M-177 65.000 190.000

#VALUE! sqm hour

16.500

#VALUE! #VALUE! Item 8.9

0.250 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Mate

day

Mazdoor

day

Quantity

Rate Rs

0.004 input 0.100 input

#VALUE!

L-13

Material

i) 25 mm steel pipe ii) MS sheet for 600 x 300 x 3 mm rectangular vane, one number @ 24kg/sqm iii) MS sheet for 250 mm dia circular vane 3 mm thick,4 numbers @ 24 Add kg/sqm 5 per cent cost of material for fabrication, welding, bending, nuts, bolts etc c) Painting Applying 2 coats of painting on exposed d) surface Overhead charges @ input on

metre kg kg

#VALUE! M-174 16.000 input #VALUE! #VALUE! M-179 / 4.320 1000 #VALUE! #VALUE! M-179 / 4.800 1000 #VALUE!

sqm

1.830

#VALUE! #VALUE! Item 8.9 #VALUE!

(a+b) e) Contractor's profit @ input on (a+b+d) Rate per metre = a+b+c+d+e

8.26

Remark Cost Rs s/ Input ref. #VALUE! L-12

#VALUE! #VALUE! say #VALUE!

The items of excavation and cement Note concrete as per approved design to be measured and paid separately Anti-glare screen with rectangular C vane of MS sheet with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per Unit = Running metre Taking output = 1.50 metre a)

b)

Labour Mate

day

Mazdoor

day

Material i) Angle iron post,50 x 50 x 6 mm, length 2.35 m ii) MS sheet 3 mm thick @ 24 kg/sqm

0.004 input 0.100 input

kg

10.580

kg

9.000

Tractor-trolley

L-12

#VALUE!

L-13

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 1000

Add 5 per cent of cost of material for fabrication, nuts, bolts etc c) Machinery d)

#VALUE!

#VALUE! hour

0.100 input

sqm

0.850

#VALUE!

Painting

Applying 2 coats of painting e) Overhead charges @ input on (a+b+c) f) Contractor's profit @ input on (a+b+c+e) Cost for 1.5 m = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/1.50 The items of excavation and cement concrete as per approved design to be Note measured and paid separately. Rate of painting has been analaysed separately in this chapter. Sugge 8.27 Street Lighting stive Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation. Unit = Each

Page 18 of 346

P&M053

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = one light a)

b)

Labour Mate

day

L-12

day

0.030 input 0.500 input

#VALUE!

Mazdoor

#VALUE!

L-13

Electrician

day

0.250 input

#VALUE!

L-02

input

#VALUE! M-171

each

1.000

each

1.000 input

#VALUE! M-168

Material i) Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level

ii) Sodium vapour lamp Add 5 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting

(i)

For Fixing in Median Providing two coats of alluminium paint over steel circular hollow pipe with overhang on both sides For fixing in Footpath Providing two coats of alluminium paint over steel circular hollow pipe with overhang on one side For Fixing in Median d) Overhead charges @ input on (a+b) e) Contractor's profit @ input on

#VALUE!

sqm

5.750

sqm

4.630

#VALUE! #VALUE! Item 8.9

#VALUE! #VALUE! Item 8.9

#VALUE! #VALUE!

(a+b+d) Rate per light for fixing in Median= a+b+c+d+e (ii)

#VALUE! say #VALUE!

For fixing in Footpath Rate per light for Fixing in Footpath = a+b+c+d+e

#VALUE! say #VALUE!

The items of excavation and cement concrete foundation will be measured and Note included separately in the estimate as per approved design and drawing. The rate for painting has been analysed in this chapter. Sugge 8.28 Lighting on Bridges stive Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp Unit = Each Taking output = one light a)

b)

Labour Mate

day

L-12

day

0.020 input 0.400 input

#VALUE!

Mazdoor

#VALUE!

L-13

Electrician

day

0.200 input

#VALUE!

L-02

input

#VALUE! M-170

each

1.000

each

1.000 input

#VALUE! M-168

Material i) Steel circular hollow pole of standard specification for street lighting to mount light at 5 m above deck level

ii) Sodium vapour lamp 70 watt Add 1 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting Providing two coats of alluminium paint over steel circular hollow pipe d) Overhead charges @ input on (a+b) e) Contractor's profit @ input on (a+b+d) Rate per light = a+b+c+d+e

Note 8.29

Sugge stive

The items of cement concrete to be measured and paid separately as per approved design. The rate for painting has already been analysed in this chapter. Cable Duct Across the Road

Page 19 of 346

#VALUE!

sqm

2.760

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

(i)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

cum

2.360

Mate

day

L-12

day

0.050 input 1.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Mazdoor skilled

day

0.250 input

#VALUE!

L-15

concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved Single row for one utility service Unit = Running metre Taking output = 20metres a) Random Rubble masonry/Brick masonry in cement mortar 1:6 for head wall both side b) Labour

c)

Material Reinforced Cement Concrete pipe 300 mm dia soil with PI less than 6 for Granular bedding and sides of pipe (0.6 x 0.6 x 20 m) Collar for joints 300 mm dia Cement mortar 1:2 for joints

d)

metre cum each cum

#VALUE! #VALUE!

20.000 input input 7.200

#VALUE! M-009

#VALUE! M-083 9.000 input #VALUE! #VALUE! Item 0.020 12.6 (B)

hour

0.500 input

#VALUE! #VALUE!

P&M053

#VALUE! #VALUE!

Rate per metre = (a+b+c+d+e+f)/20 (ii)

#VALUE! M-151

Machinery

Tractor-trolley e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on (b+c+d+e) Cost for 20 metre = a+b+c+d+e+f

8.29

Item 12.7 (Addl) B)

#VALUE! say #VALUE!

Double row for two utility services Unit = Running metre Taking output = 20metres a) Random Rubble brick/Brick masonry in cement mortar 1:6 for head wall both sides. b) Labour

c)

Mate

day

L-12

day

0.050 input 2.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Mazdoor skilled

day

0.250 input

#VALUE!

L-15

Material Reinforced Cement Concrete pipe 300 mm dia soil with PI less than 6 for Granular bedding and sides of pipe (0.6 x 0.6 x 40 m) Collar for joints 300 mm dia

Rate per metre = (a+b+c+d+e+f)/20 (iii)

metre cum each cum

40.000 input input 14.400

#VALUE! M-151 #VALUE! M-009

#VALUE! M-083 18.000 input #VALUE! #VALUE! Item 0.040 12.6 (B)

Machinery

Tractor-trolley e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on (b+c+d+e) Cost for 20 metre = a+b+c+d+e+f

8.29

Item 12.7 (Addl) B)

3.370

Cement mortar 1:2 for joints d)

#VALUE! #VALUE!

cum

Triple rRow for three utility services Unit = Running metre Page 20 of 346

hour

1.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

Quantity

cum

4.380

Mate

day

L-12

day

0.160 input 3.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

Taking output = 20metres a) Random Rubble brick/Brick masonry in cement mortar 1:6 for head wall both sides. b) Labour

c)

Material Reinforced Cement Concrete pipe 300 mm dia soil with PI less than 6 for Granular bedding and sides of pipe (0.6 x 0.6 x 60 m) Collar for joints 300 mm dia Cement mortar 1:2 for joints

d)

metre cum each cum

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

#VALUE! #VALUE!

60.000 input input 21.600

Item 12.7 (Addl) B)

#VALUE! M-151 #VALUE! M-009

#VALUE! M-083 27.000 input #VALUE! #VALUE! Item 0.060 12.6 (B)

Machinery

Tractor-trolley e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on (b+c+d+e) Cost for 20 metre = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/20 1.Inspection chamber at both ends is the Note responsibility of the agency who is laying the duct. Hence included. 2.The rates fornotstone masonry / brick masonry and cement mortar to be adopted from respective clauses. Sugge 8.30 Highway Patrolling and Traffic Aid Post stive It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. The organisation and financial aspect are required to be finalised in consultation with administrative and traffic authorities . Items Related to Underpass/ Subway/ Sugge Overhead Bridge/ Overhead Foot 8.31 stive The items involved for underpass/ subway/ Bridge overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved and drawings Sugge Traffic designs Control System and 8.32 stive Communication System Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived as per approved design and As regards the locations where such devices are required to be installed, the traffic control authority should be consulted to finalise the location Sugge Gantry Mounted Variable Message 8.33 stive Sign Board Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3 (i) Gantry Support System Unit = tonne Page 21 of 346

hour

1.500 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output=1 tonne a)

Labour Mate

day

L-12

day

0.120 input 2.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Blacksmith

day

1.000 input

#VALUE!

L-02

b)

Material Alluminium alloy/galvanised steel including 5 per cent wastage Add 15 per cent of cost of material for fabrication and erection. Add 1 per cent of cost of material for nuts, bolts and welding c) Machinery Truck 10 tonne d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

1.050

input

#VALUE! #VALUE! hour

1.000 input

8.34

(ii)

Sugge stive A

#VALUE! #VALUE!

P&M057

#VALUE!

(a+b+c+d) Rate per tonne = a+b+c+d+e 8.33

#VALUE! M-060

#VALUE! say #VALUE!

Message Display Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages. This is a specilised commercial product and the lumpsum rate including erection at site is required to be as certained from the market and including in the rate analysis. The size of the board will vary depending upon specific location. The rate for the gantry mounted variable sign would be the addition of cost of gantry support system as per approved design determined at (i) above and the cost of message display board as certained from the market at (ii) above Traffic Impact Attenuators at Abutments and Piers With Scrapand Tyresinstallation Provision of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings. Unit = sqm Taking output = 20sqm a)

b)

Labour Mate

day

L-12

day

0.080 input 1.500 input

#VALUE!

Mazdoor

#VALUE!

L-13

Blacksmith

day

0.250 input

#VALUE!

L-02

each

80.000 input 150.000 input

Material Scrap tyres of size 900 x 20

20 mm steel wire rope Add 1 per cent of cost of wire rope for clamps etc. c) Machinery Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 20 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/20 8.34

B

Using Plastic/Steel Barrel, Filled with Sand

Page 22 of 346

kg

#VALUE! M-161 #VALUE! M-176 #VALUE!

hour

3.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings Unit = sqm

Remark Cost Rs s/ Input ref.

Taking output = 20sqm a)

b)

Labour Mate

day

0.130 input

#VALUE!

L-12

Mazdoor

day

#VALUE!

L-13

Blacksmith

day

3.000 input 0.250 input

#VALUE!

L-02

Material Plastic barrels

each

50.000

Steel barrels

each cum

50.000 input 8.000 input

#VALUE! M-172

Sand

kg

15.000 input

#VALUE! M-176

or

20 mm steel wire rope Add 1 per cent of cost of wire rope for clamps etc. c) Machinery Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! hour

2.000 input

P&M053

#VALUE! #VALUE!

Rate per sqm = (a+b+c+d+e)/20 C

#VALUE! #VALUE!

(a+b+c+d) Cost for 20 sqm = a+b+c+d+e

8.34

#VALUE! M-004

#VALUE! say #VALUE!

With HI - DRO cell Sandwich (Patented) (In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a pre-determined time, thus absorbing Providing the andenergy) installing a patentend HI DRO cell system as a traffic impact attenuators, using plastic tubes 50 cm dia, 1.2 m in height, 25 mm opening at the top, placed in three rows, filled with water and tied with a 20 mm steel wire rope Unit = sqm Taking output = 10sqm a)

b)

Labour Mate

day

0.100 input

#VALUE!

L-12

Mazdoor

day

2.500 input

#VALUE!

L-13

each

40.000 input 12.000 input

#VALUE! M-139

KL kg

100.000 input

#VALUE! M-176

Material Plastic tubes 50 cm dia,1.2 m high Cost of water

20 mm steel wire rope Add 1 per cent of cost of wire rope for clamps etc. c) Machinery Tractor-trolley

(a+b+c+d) Cost for 10 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10 8.35

Sugge stive

#VALUE! hour

Water tanker6 KL capacity d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 Page 23 of 346

#VALUE! M-189

hour

2.000 input 2.000 input

#VALUE! #VALUE!

P&M053 P&M-

#VALUE!

060

#VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = Nos Taking output = 50Nos a)

Labour Mate

day

Mazdoor

day

Material Aluminium studs 100 x 100 mm fitted with lense reflectors Add 10 per cent of cost of material for fixing and installation c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

0.040 input 1.000 input

#VALUE!

L-12

#VALUE!

L-13

b)

each

50.000

input

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 50 studs = a+b+c+d

#VALUE!

Rate per studs = (a+b+c+d)/50 8.36

Sugge stive

#VALUE! M-062

#VALUE! say #VALUE!

Traffic Cone Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873 Unit = Running metre Taking output = 68 Nos. a)

Labour Mate

day

Mazdoor

day

0.020 input 0.500 input

each

68.000 input

hour

0.100 input

Material Traffic cones with 150 mm reflective sleeve c) Machinery

#VALUE!

L-12

#VALUE!

L-13

b)

Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 68 Nos. = a+b+c+d+e Rate per metre = (a+b+c+d+e)/68 8.37

Sugge stive

Roadside Amenities A

B

C

8.38

Sugge stive

Rest areas Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage Pricing may besystem done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions Parking areas and bus laybyes for trucks, buses and light vehicles Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters. Lawn Providing a lawn planted with grass and its maintenance Pricing of lawn may be done as per rates given in the chapter on horticulture for the quantities as per approved dimensions in the drawings Rumble Strips

Page 24 of 346

#VALUE! M-186 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

8.39

Sugge stive

Description

Unit

Quantity

Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Unit = sqm Taking output = 100 sqm (including gaps) The rate per sqm of premix carpet and road marking may be adopted from chapter 5 & 8 respectively for the quantities calculated from approved drawings Policeman Umbrella Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts toeach be given 2 coats of paint Unit = Taking output = one number Earthwork

Quantities of these items to be calculated as per Cement Concrete approved design and cost brick masonry or added as per rates of these stone masonry items given in chapter 3 and 13 Painting a)

b)

8.40

sugge stive

cum cum cum cum sqm

2.500

Mate

day

0.090

Mazdoor

day

1.000

Blacksmith

day

1.000

Welder

day

0.250

Labour

Material Steel pipe 100 mm dia

metre

3.500

Steel pipe 25 mm dia

metre

10.000

CGI sheets Add 25 per cent of cost of material for fabrication Add 2 per cent of cost of material for welding consumables, J-hooks, washers etc. c) Machinery

kg

8.000

Tractor-trolley d) Overheads @ per cent on (a+b+c) e) Contractors [email protected] per cent on (a+b+c+d) Rate per policeman umbrella =

hour

0.500

a+b+c+d+e High Mast Pole Lighting at Interchanges Flyovers lighting with 30and m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and

Page 25 of 346

Rate Rs

Remark Cost Rs s/ Input ref.

Ref. to Sr No MoRT H Spec.

8.41

Description

Unit

This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms along with their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the lowest tender. A separate contract for this work is concluded as the contractors for road and bridge works generally donot undertake such jobs. Toll Plaza The construction, operation and maintenance of Toll Plaza can be broken into separate items of work as under based on theProvision approvedofdesign and drawings:a) toll collection service lane to separate different categories of vehicles for purpose of toll collection. This involves considerable increase in carriage way width b) Provision of 2.5 m wide separators for different toll collection service lanes for safety c) Toll booths with integrated roof cover d) Barrier gates for individual lanes e) Provision of building to provide facility to toll plaza personnel f) Toll plaza office equipment and furniture g) Water supply, electricity, sanitation, septic-tank system and drainage h) Telephone, intercomes, wireless communication system i) High mast lighting j) Pavement marking k) Overhead signs l) Fixed message signs (Advance) m) Variable message signs n) Traffic cones and pylons o) First aid post

8.42

p) Traffic aid post and security The quantities for the above mentioned items may be calculated from the approved design and drawings and their rates adopted from respective chapters of the Standard Book Safety Data Devices and Signs in Construction limited periodZones at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 60 cm from the edge of the kerb in case of kerbed roads and 2 to 3 m from the edge of the carriageway in case of un-kerbed roads, the bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 60 mm x 60 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per Unit = each Taking output = one sign post Following types of signs are required to be fixed in construction zones for safety of traffic a) Diversion one km ahead b)

Traffic sign ahead

c)

Road ahead closed

d)

Men at work

e)

Road narrow

f)

Single file traffic

g)

Right lane diverted

h)

Left lane diverted Page 26 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Ref. to Sr No MoRT H Spec.

Description i)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Right lane closed

j) Left lane closed k) Median closed l) Diversion to other carriageway m) Traffic signal ahead n) Two way traffic o) Un - even road p) Slippery road q) Loose chippings r) Dual carriageway ends s) Diversion t) Do not enter u) Road closed v) Stop w) Slow x) One way y) Give way z) aa)

8.43

Overtaking prohibited Speed limit

bb)

Weight limit

cc)

Height and length limit

dd)

No stopping or standing

ee) Any other warning or regulatory safety sign as per site requirement and consistent with IRC:SP:55-2001 and IRC:67 The rate for traffic signs are already worked out and given elsewhere in this chapter. The same may be adopted. Portable Barricade in Construction Zone Installation of a steel portable barricade

sugge stive

with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 Unit = each Taking output = one steel portable barricade a) Labour Mate

b)

day

Mazdoor

day

Painter

day

Welder

day kg

MS sheet 300 mm wide,2.5 m long and 2.6 mm thick Paint Add 2 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per barricade = a+b+c+d sugge stive A

#VALUE!

L-12

#VALUE!

L-13

0.500 input 0.250 input

#VALUE!

L-18

#VALUE!

L-02

Material Angle iron 45 x 45 x 5 mm

8.44

0.020 input 0.250 input

Permanent Type Barricade Construction Zone With steel components

kg litre

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 15.000 1000 #VALUE! M-131 0.500 input 25.000

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

in

Page 27 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:552001 Unit = each

Remark Cost Rs s/ Input ref.

Taking output = one barricade a)

Labour Mate

day

Mazdoor

day

Painter

day

Welder

day

Material Angle iron 50 x 50 x 5 mm,2 m long,2 Nos. MS sheet of 12 SWG,3 Nos of 200 mm width and 4 m length Paint Add 1 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

0.050 input 0.300 input

#VALUE!

L-12

#VALUE!

L-13

0.600 input 0.300 input

#VALUE!

L-18

#VALUE!

L-02

b)

kg kg litre

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 50.000 1000 #VALUE! M-131 1.000 input 15.000

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per barricade = a+b+c+d 8.44

B

#VALUE! say #VALUE!

With wooden Construction of components a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 Unit = each Taking output = one barricade a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mazdoor

day

#VALUE!

L-13

Painter

day

0.300 input 0.600 input

#VALUE!

L-18

Carpenter

day

0.600 input

#VALUE!

L-04

cum

0.180 input

#VALUE! M-185

Material

Timber Add 1 per cent of cost of timber for nuts & bolts, nails, etc. charges @ input on c) Overhead

#VALUE! #VALUE!

(a+b) d) Contractor's profit @ input on (a+b+c) Rate per barricade = a+b+c+d 8.44

C

#VALUE! #VALUE! say #VALUE!

With bricks Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips Unit = each Taking output = one barricade a)

b)

Labour 0.240 input 3.000 input

#VALUE!

L-12

#VALUE!

L-13

#VALUE!

L-18

day

1.000 input 2.000 input

#VALUE!

L-11

each

1800.000 input

Mate

day

Mazdoor

day

Painter

day

Mason Material Brick

Page 28 of 346

#VALUE! M-079

Ref. to Sr No MoRT H Spec.

Description

Unit

Cement

kg

Sand

cum

Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

litre

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! M-081 / 22.000 1000 #VALUE! M-005 0.090 input #VALUE! M-131 1.250 input

Quantity

Rate Rs

#VALUE! #VALUE!

(a+b+c) Rate per barricade = a+b+c+d 8.45

sugge stive

#VALUE! say #VALUE!

Drum Delineator in Construction Zone Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001 Unit = each Taking output = one drum delineator a)

Labour Mate

day

L-12

day

0.020 input 0.250 input

#VALUE!

Mazdoor

#VALUE!

L-13

Painter

day

0.250 input

#VALUE!

L-18

each

1.000

input

#VALUE! M-172

litre

0.500 input

#VALUE! M-131

b)

Material Steel drum 300 mm dia 1.2 m high/empty bitumen drum Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per drum delineator = a+b+c+d 8.46

sugge stive

#VALUE! say #VALUE!

Flagman Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic Unit = each Taking output = one flagman a)

b)

Labour Mate

day

Mazdoor

day

0.040 input 1.000 input

#VALUE!

L-12

#VALUE!

L-13

1.000 input input 1.000

#VALUE! M-099

Material

Flag of red color cloth 600 x 600 mm Wooden staff for fastening of flag 25 mm dia, one m long c) Overhead charges @ input on (a+b) Contractor's profit @ input on d) (a+b+c) Rate per flagman = a+b+c+d

Page 29 of 346

each each

#VALUE! M-196 #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H 9.1 Spec. 408

CHAPTER-9 PIPE CULVERTS Description

Unit

2900

Rate Rs

Remark Cost Rs s/ Input ref.

PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Unit = cum Taking output = 15 cum a) Labour Mate Mason Mazdoor b) Material 40mm Aggregate at site Sand at site Cement at site Cost of water c) Machinery Concrete mixer0.4/ 0.28 cum Generator set 33 KVA Water tanker6 KL capacity d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15

9.2

Quantity

day day day

0.640 input 1.000 input 15.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-11 L-13

13.800 6.900 3.300 18.000

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

M-055 M-005 M-081 M-189

hour hour hour

6.000 input 6.000 input 3.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&MP&MP&M-

day day day

0.180 input 0.500 input 4.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-11 L-13

cum tonne metre

0.070 input 0.050 input 12.500 input

#VALUE! M-005 #VALUE! M-081 #VALUE! M-149

cum

4.500 input

#VALUE! M-009 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day

0.280 input 1.000 input

cum cum tonne KL

Note Vibrator is a part of minor T & P which is already included in overhead charges of the contractor. Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls Unit = metre Taking output = 12.5 metres ( 5 pipes of 2.5 m length each ) A 1000 mm dia a)

Labour Mate Mason Mazdoor b) Material Sand at site Cement at site RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5.6 mm sieve c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 12.5 metres = a+b+c+d Rate per metre = (a+b+c+d)/12.5

9.2

Note 1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added .2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings B 1200 mm and dia priced separately on rates a)

Labour Mate Mason Page 1 of 346

#VALUE! #VALUE!

L-12 L-11

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor Material Sand at site Cement at site RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 12.5 metres = a+b+c+d Rate per metre= (a+b+c+d)/12.5

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

day

6.000 input

cum tonne metre

0.090 input 0.070 input 12.500 input

#VALUE! M-005 #VALUE! M-081 #VALUE! M-150

cum

5.000 input

#VALUE! M-009

b)

9.3

2900

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note 1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added .2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls Unit = metre

A

Taking output = 12.5 metres ( 10 pipes of 2.5 m length each in two rows.) 1000 mm dia a)

b)

Labour Mate

day

0.360 input

#VALUE!

L-12

Mason

day

1.000 input

#VALUE!

L-11

Mazdoor

day

8.000 input

#VALUE!

L-13

Material Sand at site Cement at site

RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5.6 mm sieve bedding charges @ input on c) forOverhead (a+b) d) Contractor's profit @ input on

cum

0.140 input

#VALUE! M-005

tonne

0.100 input

#VALUE! M-081

metre

25.000 input

#VALUE! M-149

cum

12.500 input

#VALUE! M-009 #VALUE! #VALUE!

(a+b+c) Cost for 12.5 metres = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/12.5

9.3

#VALUE!

Note 1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added .2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings B 1200 mm and dia priced separately on rates a)

b)

say #VALUE!

Labour Mate

day

0.560 input

#VALUE!

L-12

Mason

day

2.000 input

#VALUE!

L-11

Mazdoor

day

12.000 input

#VALUE!

L-13

cum

0.180 input

#VALUE! M-005

tonne

0.140 input

#VALUE! M-081

Material Sand at site Cement at site

Page 2 of 346

Ref. to Sr No MoRT H Spec.

Description

metre

25.000 input

Remark Cost Rs s/ Input ref. #VALUE! M-150

cum

13.750 input

#VALUE! M-009

Unit

RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 12.5 metres = a+b+c+d Rate per metre= (a+b+c+d)/12.5 Note 1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added .2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates

Page 3 of 346

Quantity

Rate Rs

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H 10.1 Spec. 3002

CHAPTER- 10 MAINTENANCE OF ROADS Description

Unit

Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and Unit = cum Taking output = 10 cum a) Labour Mate Mazdoor b) Machinery Excavator1.0 cum bucket capacity @ 60 cum per hour Tipper ( L is average lead in km for borrow earth)

Add 10 per cent of cost of carriage towards loading and unloading charges. Plate compactor c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 10 cum = a+b+c+d Rate per cum = (a+b+c+d)/10

10.2 3003

Rate Rs

Remark Cost Rs s/ Input ref.

day day

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

hour

0.130 input

#VALUE!

tonne.k m

12 x L input

hour

0.500 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

day day

0.180 input 4.500 input

#VALUE! #VALUE!

L-12 L-13

hour

0.250 input

#VALUE!

tonne.k m

24xL input

hour

12.000 input

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058

Note Only 75 per cent of fresh material has been provided as 25 per cent can be retrieved at site from earth that is flown down the slope in the form of slurry and deposited at the foot there in cuts Maintenance of ofEarthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate Unit = sqmequipment. Taking output = 100 sqm Assuming average thickness of filling to be Quantity of fresh material = 15 cum a) Labour Mate Mazdoor b) Machinery Excavator1.0 cum bucket capacity @ 60 cum per hour Tipper ( L is average lead in km for borrow earth)

Add 10 per cent of cost of transportation to cover cost of loading and unloading Plate compactor @ 25 sqm per hour c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d Rate per sqm = (a+b+c+d)100 10.3 3003

Quantity

Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting Unit = sqmwith plate compactor Taking output = 100 sqm Assuming average depth of stripping as 75 Quantity of earth cutting involved = 7.5 a) Labour Page 1 of 346

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Ref. to Sr No MoRT H Spec.

Description

Unit

Mate Mazdoor b) Machinery Plate compactor @ 25 sqm per hour c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d Rate per sqm on = (a+b+c+d)100

Note The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal. 10.4 3004. Filling Pot-holes and Patch Repairs 2 with open-Graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth Unit = Sqm Taking out put = 10250 sqm (205 cum) a) Labour Mate

b)

c)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-12 #VALUE! L-13

day day

0.100 input 2.500 input

hour

4.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Day

3.760 input

#VALUE!

L-12

Mazdoor

Day

90.000 input

#VALUE!

L-13

Mazdoor skilled

Day

4.000 input

#VALUE!

L-15

Air compressor 250 cfm

hour

6.000 input

#VALUE!

HMP 100-110 TPH Capacity

hour

6.000 input

#VALUE!

P&M001 P&M-

Tipper 10 tonnes capacity

hour

45.000 input

#VALUE!

Smooth wheeled roller 8-10 tonnes

hour

12.000 input

#VALUE!

Machinery

021 P&M048 P&M044

Material Crushed stone aggregates nominal size 13.2mm Crushed stone aggregates nominal size 11.2mm Bitumen 80/100

Bitumen emulsion for tack coat including vertical sides of pot hole. d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

cum 184.500 input

#VALUE! M-052

cum

92.250 input

#VALUE! M-051

tonne

14.970 input

#VALUE! M-075

tonne

2.460 input

#VALUE! M-077 #VALUE! #VALUE!

(a+b+c+d) Cost for 10250 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10250

#VALUE! say #VALUE!

10.5 3004. 2

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth Unit = Sqm Taking out put = 4900 sqm (196 cum) (450 Labour Tonnes) a)

b)

c)

Mate

Day

2.920 input

#VALUE!

L-12

Mazdoor

Day

70.000 input

#VALUE!

L-13

Mazdoor skilled

Day

3.000 input

#VALUE!

L-15

Air compressor 250 cfm

hour

6.000 input

#VALUE!

HMP 100-110 TPH Capacity

hour

6.000 input

#VALUE!

P&M001 P&M-

Tipper 10 tonnes capacity

hour

45.000 input

#VALUE!

Smooth wheeled roller 8-10 tonnes

hour

12.000 input

#VALUE!

Machinery

022 P&M048 P&M044

Material Page 2 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

I) Bitumen

tonne

22.500 input

ii) Bitumen emulsion for tack coat .

tonne

1.180 input

Remark Cost Rs s/ Input ref. #VALUE! M-075 #VALUE! M-077

iii) Aggregates Grading I - 19mm(Nominal size) 20-10mm 35 per cent

cum

99.750

0.00

10-5 mm 23 per cent

cum

65.550 input

5mm and below40 per cent

cum 114.000

0.00

13.2-10 mm 30 per cent

cum

85.500

0.00

10-5 mm 25 per cent

cum

71.250 input

5 mm and Below43 per cent

cum 122.550

Add 5 per cent for wastage

0.00

M051,M052,M053 and #VALUE! M-054 M-025 0.00

M021,M022 and #VALUE! M-024

or Grading-II 13mm (Nominal size)

Filler 2 per cent

tonne

0.00

9.000 input

Add 5 per cent for wastage

10.5

(i)

0.00

M-051 and M052 #VALUE! M-025 0.00

M021,M022 and #VALUE! M-024 M-188 #VALUE!

Any one of the above alternatives of aggregate i.e. 19mm or 13mm nominal size may be adopted as per approved design. for grading I Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 4900 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/4900

#VALUE! say #VALUE!

10.5

(ii)

for grading II Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 4900 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/4900

#VALUE! say #VALUE!

Note For detailed working of quantities of aggregates, refer item 5.8 of chapter 5 10.6 3004. Crack Filling 3.3 Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. Unit = Running Meter Taking out put = 500m a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

Material Slow-curing bitumen emulsion Stone crusher dust

Kg cum

33.000

#VALUE! #VALUE! M-077

0.020 input

#VALUE! M-021

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 500sqm = a+b+c+d

#VALUE!

Rate per meter = (a+b+c+d+e)/500

#VALUE! #VALUE! say #VALUE!

10.7 3004. 4

Dusting Applying crusher dust to areas of road where bleeding of excess bitumen has occurred. Unit = Sqm Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 3500 sqm a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

cum

6.250 input

#VALUE! M-021

Material

Stone crusher dust finer than 3mm with not more than 10 per cent 0.075 sieve. @ input on c) passing Overhead charges (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 3500sqm = a+b+c+d

#VALUE!

Rate per meter = (a+b+c+d)/3500

#VALUE! say #VALUE!

10.8

Fog Seal

(A) 3004. 3.2 (B) 3004. 3.4

(ii) (iii) (iv)

10.8

(C) 3004. 5

(D) 3004. 6

10.9 3005. 1

#VALUE!

sqm

#VALUE!

Item 5.17

Crack Prevention courses.

(i)

10.8

sqm

Stress Absorbing Membrane (SAM) crack width less than 6 mm Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 per cent Bitumen Impregnated Geotextile

Item 5.21 #VALUE! Case-I Item 5.21 #VALUE! Case-II Item 5.21 #VALUE! Case-IV Item 5.21 Case-IV

sqm sqm sqm

Slurry Seal (i)

5 mm thickness

sqm

(ii)

3 mm thickness

sqm

(iii)

1.5 mm thickness

sqm

(i)

Surface Dressing for maintenance works. 19 mm nominal chipping size

sqm

(ii)

13 mm nominal size chipping

sqm

#VALUE!

Item 5.15 #VALUE! Case-I Item 5.15 #VALUE! Case-II Item 5.15 Case-III #VALUE! Item 5.9 Case-I #VALUE! Item 5.9 Case-II

The above mentioned items have already been included in chapter 5. Repair of Joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete Unit = running metre Taking output = 10 metres a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

0.500 input

#VALUE!

L-13

Chiseller

day

0.500 input

#VALUE!

L-05

kg

2.500 input

#VALUE! M-097

kg

10.000 input

#VALUE! M-095

hour

0.050 input

Material Epoxy primer

Epoxy compound with accessories for preparing epoxy mortar c) Machinery Air compressor 250 cfm for cleaning

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 metres = a+b+c+d+e

#VALUE!

Rate per metre = (a+b+c+d+e)/10

#VALUE! #VALUE! say #VALUE!

Page 4 of 346

P&M001

Ref. to Sr No MoRT H Spec. 10.1 3005. 0 2

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Repair of old Joints Sealant Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material metre Unit = running Taking output = 10 metres a)

b)

c)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

0.500 input

#VALUE!

L-13

Primer

kg

0.250 input

#VALUE! M-146

Sealant

kg

1.000 input

#VALUE! M-120

hour

0.050 input

#VALUE!

Material

Machinery Air compressor 250 cfm for cleaning

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 metres = a+b+c+d+e

#VALUE!

P&M001

#VALUE!

Rate per metre = (a+b+c+d+e)/10

#VALUE! say #VALUE!

10.1 3000 1

Hill Side Drain Clearance Removal of earth from the choked hill side drain and disposing it on the valley side manually Unit = running metre Taking output = 10 metres Assuming muck causing choking of drain to be 0.2 cum per metre, quantity of earth to be removed for 10 metres = 2 cum a) Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

b) Overhead charges @ input on (a+b) c) Contractor's profit @ input on

#VALUE!

(a+b) Cost for 10 metres = a+b+c

#VALUE!

#VALUE!

Rate per metre = (a+b+c)/10

#VALUE! say #VALUE!

10.1 3000 2

Land Slide Clearance in soil Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side Unit = cum Taking output = 100 cum a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

hour

1.670 input

#VALUE!

P&M014

Machinery Dozer 180 HP @ 60 cum per hour

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 100 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/100

#VALUE! #VALUE! say #VALUE!

Note Land Slide clearance involves pushing of loose earth slided on the road surface from hill face on the valley side. Since no cutting of original ground is involved, the output of dozer has been taken as 60 cum per hour for soil, ordinary rock and blasted hard rock. However, if there are objection to disposing of earth on valley side, additional resources for its disposal shall be considered as per

Page 5 of 346

Ref. to Sr No MoRT H 3000 10.1 Spec. 3

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Landslide Clearance in Hard Rock Requiring Blasting Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side. Unit = cum Taking output = 100 cum a)

b)

Labour Mate

day

0.090 input

#VALUE!

L-12

Mazdoor

day

1.500 input

#VALUE!

L-13

Driller

day

0.750 input

#VALUE!

L-06

Blaster

day

0.070 input

#VALUE!

L-03

hour

1.670 input

#VALUE!

hour

2.500 input

#VALUE!

P&M014 P&M-

Machinery Dozer D 80 A-12,180 HP @ 60 cum per hour Air compressor 250 cfm with two jack

c) hammer Materials

001

Gelatine 80 per cent @ 35 kg per 100 cum Electric Detonators @ 1 Detonator for 2

kg each

Gelatine sticks of 125 gms each c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 100 cum = a+b+c+d+e

17.500 input 70.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 #VALUE! #VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

10.1 3000 4

Note Credit for the rock if found acceptable as construction material shall be afforded Snow Clearance on Roads with Dozer Snow clearance from road surface by a bulldozer 165 Hp and disposing it on the valley side Unit = cum Taking output = 5000 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

5.880 input

#VALUE!

P&M014

Machinery Dozer D 80 A-12,180 HP @ 850 cum per

c) hour Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 5000 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/5000

#VALUE! say #VALUE!

10.1 3000 5

Note i) Labour provided will not be cutting the snow. They will be guiding the dozer operator on the alignment of the road as entire surface gets covered with snow and the edges of the road are not visible and for changing the blade angle. Also they will keep a watch on the hill side for any Snow Clearance on Roads with Snow Blowers Snow clearance from road surface by a snow blower and disposing on the valley side. Unit = cum Taking output = 3600 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M087

Machinery

Snow blower equipment 140 HP @ 600 cum per hour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Page 6 of 346

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Cost for 3600 cum (a+b+c+d) Rate per cum = (a+b+c+d)/3600

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE!

Page 7 of 346

CHAPTER-11 HORTICULTURE

Ref. to Sr No MoRT H 11.1 Spec. 307

Description

Unit

Rate Rs

Remark Cost Rs s/ Input ref.

Spreading of Sludge Farm Yard Manure or/and good Earth Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth tocum be paid for separately) Unit = Taking output = 15 cum a) Labour Mate Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 15 cum= a+b+c Rate per cum = (a+b+c)/15

11.2

Quantity

307

day day

0.040 input 1.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

day day day

0.170 input 0.750 input 1.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-13 L-13

hour

0.500 input

#VALUE!

P&M-

Grassing with ' Doobs' Grass Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed Unit = sqm (i)

Taking output = 100 sqm In rows 15 cm apart in either direction a)

Labour Mate Mazdoor for grassing Mazdoor for maintenance for 30 days b) Machinery Water tanker6 KL capacity c) Material Doob grass d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d+e Rate per sqm= (a+b+c+d+e)/100 11.2

11.3

(ii)

307

In rows 7.5 cm apart in either a) Labour Mate Mazdoor for grassing. for maintenance for 30 days b) Machinery Water tanker6 KL capacity c) Material Doob grass d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100

kg 100.000 input

#VALUE! M-112 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day day

0.220 input 1.250 input 1.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-13 L-13

hour

0.750 input

#VALUE!

P&M-

kg 200.000 input

#VALUE! M-112 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note In the case of horticulture one mate has been provided for every 10 mazdoors as maintenance of grass and plants require more care. Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm Unit = sqm Taking output = 100 sqm a) Labour Mate Mazdoor for preparation of ground Mali for fetching doobs grass roots and grassing at 15 cm apart Page 1 of 346

day day day

0.150 input 0.500 input 1.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-13 L-09

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) b) Machinery Water tanker6 KL capacity Tractor with tiller c) Material Supply of farm yard manure at site of Fine grass d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d+e

hour hour

0.500 input 0.010 input

cum 0.180 input kg 100.000 input

Rate per sqm = (a+b+c+d+e)/100

#VALUE! #VALUE!

P&MP&M-

#VALUE! M-167 #VALUE! M-113 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

11.4

307

Maintenance of Lawns or Turfing of Slopes Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc Unit = sqm Taking output = 100 sqm a)

Labour Mali

b)

Water tanker6 KL capacity c)

day

10.000 input

#VALUE!

L-09

hour

15.000 input

#VALUE!

P&M060

KL

90.000 input

#VALUE! M-189

Machinery Material Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/100

#VALUE! say #VALUE!

11.5

307

Turfing Lawns with Fine Grassing including Ploughing, Dressing Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard Unit manure = sqm at rate of0.6 cum per 100 sqm Taking output = 100 sqm a)

Labour Mate

day

0.250 input

#VALUE!

L-12

Mazdoor for preparation of ground

day

1.000 input

#VALUE!

L-13

day

1.500 input

#VALUE!

L-09

Water tanker6 KL capacity

hour

0.500 input

#VALUE!

Tractor with tiller

hour

0.010 input

#VALUE!

P&M060 P&M-

Mali for fetching doobs grass roots hedges and grassing at 10 cm apart b) Machinery

c)

053

Material Supply of farm yard manure at site of work @ 0.6 cum per 100 sqm Fine grass

cum

0.600 input

#VALUE! M-167

kg 100.000 input

#VALUE! M-113

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/100

#VALUE! #VALUE! say #VALUE!

11.6

307

Maintenance of Lawns with Fine Grassing for the First Year Maintenance of lawns with fine grassing for the first year including watering etc Unit = sqm Taking output = 100 sqm a)

Labour

Page 2 of 346

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) Mali b)

Water tanker6 KL capacity c)

day

10.000 input

#VALUE!

L-09

hour

20.000 input

#VALUE!

P&M060

KL

60.000 input

#VALUE! M-189

Machinery Material Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/100

#VALUE! say #VALUE!

11.7

307 (a)

Planting and Maintaining of Permanent Hedges Planting permanent hedges including digging of trenches Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and hedge plants at 30 cm apart Unitplanting = Running metre Taking output = 100metre a)

Labour Mate

day

1.400 input

#VALUE!

L-12

day

10.000 input

#VALUE!

L-13

day

4.000 input

#VALUE!

L-13

hour

0.500 input

#VALUE!

P&M060

each

2x340 input

#VALUE! M-116

cum

4.670 input

#VALUE! M-167

work Pesticide

kg

0.250 input

#VALUE! M-136

Cost of water

KL

3.000 input

#VALUE! M-189

Mazdoor for digging of trench 60 cm wide and 45 cm deep Mazdoor for refilling the excavated earth mixed with cow dung, preparation of ground and digging of plant, from the nursery carriage to site and planting in b) position Machinery Water tanker6 KL capacity c)

Material Cost of hedge plants 2 rows at 30 cm apart Supply of farm yard manure at site of

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 metres = a+b+c+d+e

#VALUE!

#VALUE!

Rate per metre = a+b+c+d+e)/100

#VALUE! say #VALUE!

(b)

Maintenance of hedge for one year Unit = Running metre Taking output = 100 m a)

b)

Labour Mate

day

3.000 input

#VALUE!

L-12

Mazdoor

day

30.000 input

#VALUE!

L-13

hour

5.000 input

#VALUE!

P&M060

Machinery Water tanker6 KL capacity

c)

Material Manure sludge/Farm yard manure

cum

2.000 input

#VALUE! M-167

Pesticide

kg

0.500 input

#VALUE! M-136

Cost of water

KL

30.000 input

#VALUE! M-189

each

68.000 input

#VALUE! M-116

Cost of hedge plants @ 10 per cent d) casualty Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 100 metres = a+b+c+d+e Rate per metre = a+b+c+d+e)/100

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Page 3 of 346

11.8

307 (a)

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to beand paidMaintaining for separately) Planting of Flowering Plants and Shrubs Planting flowering plants and shrubs in central verge Unit = Running metres 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m andoutput above.= 1000 metres Taking a)

b)

Labour Mate

day

1.200 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M060

Machinery Water tanker6 KL capacity

c)

Material Plants

each 200.000 input

#VALUE! M-100

Shrubs

each 800.000 input

#VALUE! M-166

Manure sludge/Farm yard manure

cum

63.640 input

#VALUE! M-167

Pesticide

kg

0.500 input

#VALUE! M-136

Cost of water

KL

36.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per Km = (a+b+c+d+e)

#VALUE! say #VALUE!

11.8

(b)

Maintenance of flowering plants and shrubs in central verge for one year Unit = km Taking output = one km a)

b)

Labour Mate

day

36.000 input

#VALUE!

L-12

Mazdoor

day 365.000 input

#VALUE!

L-13 P&M060

Machinery Water tanker6 KL capacity

c)

hour

90.000 input

#VALUE!

cum

10.000 input

#VALUE! M-167

KL 180.000 input

#VALUE! M-189

Material Manure Sludge / farm yard manure at site Cost of water

Replacement of casualties @ 10 per cent Plants

each

20.000 input

#VALUE! M-100

Shrubs

each

80.000 input

#VALUE! M-166

kg

1.500 input

#VALUE! M-136

Pesticides

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Rate per Km for one year = (a+b+c+d+e) 11.9

307

#VALUE! say #VALUE!

Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing tree guard and maintaining the Unit =the Each Taking output = 10 trees a)

b)

Labour Mate

day

1.700 input

#VALUE!

L-12

Mazdoor for planting

day

2.000 input

#VALUE!

L-13

Mazdoor for maintenance for one year

day

15.000 input

#VALUE!

L-13

hour

2.000 input

#VALUE!

P&M060

Machinery Water tanker6 KL capacity

c)

Material

Page 4 of 346

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) Sapling 2 m high 25 mm dia

each

10.000 input

#VALUE! M-160

cum

0.940 input

#VALUE! M-167

Pesticide

kg

0.500 input

#VALUE! M-136

Cost of water

KL

12.000 input

#VALUE! M-189

Farm yard manure

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 trees = a+b+c+d+e

#VALUE!

#VALUE!

Rate per trees = (a+b+c+d+e)/10

#VALUE! say #VALUE!

11.1 0

308

Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil lawns including, weeding, Renovation forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm Unit = sqm Taking output = 100 sqm a)

b)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

hour

0.500 input

#VALUE!

P&M060

KL

3.000 input

#VALUE! M-189

Machinery Water tanker6 KL capacity

c)

Material Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)

#VALUE! say #VALUE!

11.1 308.2 1

Supply at Site Well Decayed Farm Yard Manure Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking Unit = cum Taking output = one cum a)

Material

a) Cost of well decayed farm yard manure duly screened, loading, carriage, unloading and stacking at b) site Overhead charges @ input on (a)

cum

1.000 input

#VALUE! M-167

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per cum = (a+b+c)

#VALUE! #VALUE!

11.1 308.2 2 0

Supply at Site of Work/ Store-Deoiled Neem Supply Cake at site of work/ store-deoiled neem cake duly packed in used gunny bags Unit = quintal Taking output = one quintal a) Cost, carriage, loading, unloading and stacking in store/site b) [email protected] per cent on (a) c) Contractors [email protected] per cent on (a+b) Rate per quintal = a+b+c

11.1 308.2 3

Supplying Sludge Supplying sludge duly stacked at site/ store Unit = cum Taking output = one cum Page 5 of 346

quintal

1.000

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be of paid for separately) a) Cost sludge including carriage, loading, unloading and stacking at site b) [email protected] per cent on (a)

cum

1.000

c) Contractors [email protected] per cent on (a+b) Rate per cum = a+b+c 11.1 4

New Half Brick Circular Tree Guard, in 2nd Class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below Half brick circular tree guard, in ground 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey Unit = Each Taking output = one tree guard a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mason

day

0.250 input

#VALUE!

L-11

Mazdoor

day

0.250 input

#VALUE!

L-13

Material Brick 2nd class including carriage

each 230.000 input

Cement mortar 1:6

cum

0.025

#VALUE! M-079

#VALUE! #VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Item 12.6 (D)

#VALUE! #VALUE!

(a+b+c) Rate per tree Guard = a+b+c+d

#VALUE! say #VALUE!

11.1 5

New Edging with 2nd Class Bricks, Laid Dry Lengthwise Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 = metres Unit Metre Taking output= 10 metres a)

b)

Labour Mate

day

0.002 input

#VALUE!

L-12

Mason

day

0.050 input

#VALUE!

L-11

Mazdoor

day

0.050 input

#VALUE!

L-13

each

50.000 input

Material Brick 2nd class including carriage

#VALUE! M-079

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 metre = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

11.1 6

New Making Tree Guard 53 cm dia and 1.3 m High as per Design from Empty Bitumen Drums Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS rings 50 x 0.5 mm with rivets, Unitsheet = Each Taking output = one tree guard a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Blacksmith

day

0.150 input

#VALUE!

L-02

Mazdoor

day

0.070 input

#VALUE!

L-13

each

1.000 input

#VALUE! M-172

Material Empty bitumen drum Page 6 of 346

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth tosheet be paid separately) MS 50 for x 0.5 mm Rivets 6 mm dia and 10 mm in length

kg each

0.650

#VALUE! #VALUE! M-179 / 1000 22.000 input #VALUE! M-158 #VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Rate for each tree guard = a+b+c+d

#VALUE! say #VALUE!

11.1 7

New Making Tree Guard 53 cm dia and 2 Metre High as per Design from Empty Bitumen Drums Making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets Unit = Each Taking output = one tree guard a)

Labour Mate Blacksmith

day

Mazdoor b)

0.040 input

#VALUE!

L-12

0.200 input

#VALUE!

L-02

0.200 input

#VALUE!

L-13

1.500 input

#VALUE! M-172

Material Empty bitumen drum

each

MS sheet50 x 0.5 mm

kg

Rivets 6 mm dia and 10 mm in length MSplate30 x 3 mm

each kg

0.650

#VALUE! #VALUE! M-179 / 1000 50.000 input #VALUE! M-158 1.300

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE!

(a+b+c) Rate for each tree guard = a+b+c+d

#VALUE! say #VALUE!

11.1 8

New Wrought Iron and Mild Steel Welded Work Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and Unit = quintal Taking output = one quintal a)

Labour Mate

Blacksmith/ welder for cutting to design and shape and jointing Mazdoor for fixing and helper for b) Blacksmith/welder Material

day

0.450 input

#VALUE!

L-12

day

2.000 input

#VALUE!

L-02

day

2.500 input

#VALUE!

L-13

Angle, tees, channels etc

quintal

1.050

Deduct the cost of scrap

quintal

0.050

Add 5 per cent of cost of material for welding rods and other welding accessories c) Overhead charges @ input on (a+b) Contractor's profit @ input on d) (a+b+c) Rate per quintal = a+b+c+d

#VALUE! #VALUE! M-179 / 10 0.00 0.00 M#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

11.1 9

New Tree Guard with MS Iron

Page 7 of 346

179/10/ 3

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to beand paid for separately) Providing fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, Unit = Each Taking output = one tree guard a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Blacksmith

day

0.250 input

#VALUE!

L-02

Mazdoor

day

0.250 input

#VALUE!

L-13

Material MS iron 25 x 6 mm

kg

19.200

MS iron 25 x 3 mm

kg

9.600

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 1000

Add 5 per cent of cost of material for riveting, bolting and welding c) accessories Machinery Tractor-trolley d)

hour

0.040 input

sqm

1.770

#VALUE!

Painting Painting two coats including priming

P&M053

#VALUE! #VALUE! Item 8.9

e) Overhead charges @ input on (a+b+c) f) Contractor's profit @ input on (a+b+c+e) Rate per tree guard =a+b+c+d+e+f

#VALUE! #VALUE! #VALUE! say #VALUE!

11.2 0

Note 1 The items of excavation and concreting to be measured and paid separately as per design . of painting may be adopted from 2 . Rate the chapter as Traffic signs. New Tree Guard with MS Angle Iron and Steel Wire Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves Unit = Each Taking output = one a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Blacksmith

day

0.250 input

#VALUE!

L-02

Welder

day

0.250 input

#VALUE!

L-02

Mazdoor

day

0.250 input

#VALUE!

L-13

Material MS angle 30 x 30 x 3 mm

kg

MS iron 25 x 3 mm

kg

Steel wire 3 mm dia

kg

13.500

#VALUE! #VALUE! M-179 / 1000 18.000 #VALUE! #VALUE! M-179 / 1000 6.000 input #VALUE! M-192 #VALUE!

Add 5 per cent of cost of material for riveting, bolting and welding c) accessories Machinery Tractor-trolley d)

hour

0.040 input

sqm

1.500

#VALUE!

Painting Painting two coats including priming

e) Overhead charges @ input on (a+b+c) f) Contractor's profit @ input on (a+b+c+e) Rate per tree guard = a+b+c+d+e+f

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! say #VALUE!

11.2 1

New Compensatory Afforestation

Page 8 of 346

P&M053

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia Unit = Hectare Taking output = one hectare a)

Labour

i) Planting Mate

day

2.500 input

#VALUE!

L-12

Mazdoor

day

25.000 input

#VALUE!

L-13

ii) For Maintenance for one year

b)

Mate

day

5.000 input

#VALUE!

L-12

Mazdoor

day

50.000 input

#VALUE!

L-13

Dozer 80 HP @ 1000 sqm/hour

hour

10.000 input

#VALUE!

Water tanker6 KL capacity (for planting)

hour

3.000 input

#VALUE!

P&M015 P&M-

hour

25.000 input

#VALUE!

Machinery

Water tanker6 KL capacity (for c) maintenance) Material Sapling 1 to 1.5 m high 2 cm dia stem

each 290.000

Add 10 per cent of sapling

each

Decayed farm yard/sludge manure (planting) Decayed farm yard/sludge manure (maintenance) Pesticides for planting

cum

060 P&M060

#VALUE! #VALUE! M-160 x 0.8 29.000 #VALUE! #VALUE! M-160 x 0.8 60.900 input #VALUE! M-167

cum

4.000 input

#VALUE! M-167

kg

0.500 input

#VALUE! M-136

Pesticides for maintenance

kg

1.500 input

#VALUE! M-136

Cost of water

KL

18.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per hectare = a+b+c+d+e

#VALUE! #VALUE! #VALUE! say #VALUE!

Note Cost of fencing to be provided as per size of plot and approved design, measured and paid separately

Page 9 of 346

CHAPTER-12 FOUNDATIONS

Ref. to Sr No MoRT H 12.1 Spec. 304

Description

I

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

day day

0.14 3.50

input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

day day

0.18 4.50

input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

day day

0.24 6.00

input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

day day

0.32 8.00

input #VALUE! input #VALUE!

L-12 L-13

hour

6.00

input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

P&M-

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and Ordinary soil Unit = cum Taking output = 10 cum

A (i)

Manual Means Depth upto 3 m a) Labour Mate Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

Note 1. Cost of dewatering may be added where required upto, 10 per cent of labour cost Assessment for dewatering shall be made as perexcavated site conditions. 2.The earth can be used partially for backfilling of foundation pit and partly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases ofof item 12.1 and excluding marshy soil. 3.The cost shoring shuttering, where

12.1

12.1

12.1

(ii)

needed, may be added @ 1 per cent on cost of excavation for open foundation. Depth 3 m to 6 m a) Labour Mate/Supervisor Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

Note Cost of dewatering may be added where required upto 15 per cent of labour cost. Assessment for dewatering shall be done as per actual ground (iii) Depth above 6 mconditions. a) Labour Mate/Supervisor Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10 Note 1. Cost of dewatering may be added where required upto 20 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.. B Mechanical Means (i) Depth upto 3 m Unit = cum Taking output = 240 cum a) Labour Mate Mazdoor b) Machinery Hydraulic excavator 1.0 cum bucket c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 240 cum = a+b+c+d Rate per cum = (a+b+c+d)/240 Page 1 of 346

Ref. to Sr No MoRT H Spec.

12.1 (I) B

Description

Remark Cost Rs s/ Input ref. say #VALUE!

Unit

Quantity

Rate Rs

day day

0.32 8.00

input #VALUE! input #VALUE!

L-12 L-13

hour

6.00

input #VALUE!

P&M026

Note Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site (ii) Depth 3 mconditions.. to 6 m Unit = cum Taking output = 210 cum a) Labour Mate Mazdoor b) Machinery Hydraulic excavator 1.0 cum bucket c) capacity Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 210 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/210

#VALUE! say #VALUE!

12.1 (I) B

Note Cost of dewatering upto 7.5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.. (iii) Depth above 6m Unit = cum Taking output = 180 cum a)

b)

Labour Mate

day

0.40

input #VALUE!

L-12

Mazdoor

day

10.00

input #VALUE!

L-13

hour

6.00

input #VALUE!

P&M026

Machinery Hydraulic excavator 1.0 cum bucket

c) capacity Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 180 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/180

#VALUE! say #VALUE!

12.1

Note 1. Cost of dewatering upto 10 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.. 2.Labour provided for excavation by mechanical means includes that required for trimming of bottom and side slopes. II Ordinary Rock (not requiring blasting) A

Manual Means

(i)

Depth upto 3 m Unit = cum Taking output = 10 cum a)

b)

Labour Mate

day

0.20

input #VALUE!

L-12

Mazdoor

day

5.00

input #VALUE!

L-13

Overhead charges @ input on (a)

c) Contractor's profit @ input on (a+b) Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.1(II )

Note Cost of dewatering upto 10 per cent of labour cost may be added, where required. Assessment for dewatering shall be made as per site conditions.. B Mechanical Means Unit = cum Taking output = 180 cum a)

Labour Page 2 of 346

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Mate

day

0.24

Remark Cost Rs s/ Input ref. input #VALUE! L-12

Mazdoor

day

6.00

input #VALUE!

L-13

hour

6.00

input #VALUE!

P&M026

Description

b)

Rate Rs

Machinery Hydraulic excavator 1.0 cum bucket

c) capacity Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 180 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/180

#VALUE! say #VALUE!

12.1

Note 1.Cost of dewatering upto 10 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per siteof conditions. 2.In case rock, foundation beyond3 m is not dug and hence not included. III Hard Rock ( requiring blasting ) A

Manual Means Unit = cum Taking output = 10 cum a)

b)

Labour Mate

day

0.35

input #VALUE!

L-12

Driller

day

0.50

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

8.00

input #VALUE!

L-13

hour

1.00

input #VALUE!

P&M001

Machinery

Air Compressor 250 cfm with 2 jack hammer for drilling. c) Material Blasting Material

kg

Detonator electric

each

3.50 14.00

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

input #VALUE! M-104 #VALUE! #VALUE!

M#VALUE! 094/100 #VALUE!

(a+b+c+d) Cost for 10 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/10

#VALUE! say #VALUE!

12.1

Note Cost of dewatering @ 10 per cent of (a+b) may be added, where required Assessment for dewatering shall be made as perRock site conditions. IV Hard ( blasting prohibited ) Unit = cum Taking output = 10 cum A

Mechanical Means a)

b)

Labour Mate

day

0.20

input #VALUE!

L-12

Mazdoor

day

5.00

input #VALUE!

L-13

hour

6.00

input #VALUE!

P&M001

Machinery

Air Compressor 250 cfm with 2 leads of pneumatic breaker c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 10 cum = a+b+c+d Rate per cum = (a+b+c+d)/10

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.1

Note 1. Cost of dewatering upto10 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per siteof conditions. 2.In case rock, foundation beyond3 m is not dug and hence not included. V Marshy Soil Unit = cum

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 10 cum Depth upto 3 m A

Manual means a)

b)

Labour Mate/Supervisor

day

0.40

input #VALUE!

L-12

Mazdoor

day

10.00

input #VALUE!

L-13

hour

2.67

input #VALUE!

P&M053

Machinery Tractor-trolley for removal.

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = ( a+b+c+d)/ 10

#VALUE! say #VALUE!

Note 1. Cost of dewatering @ 30 per cent of (a), may be added, where required Assessment for dewatering shall be made as per site conditions. 2. Shoring & strutting 15 per cent of (a), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item12.1 (i)Means to (iv) for ordinary soil B Mechanical

12.1 (V)

a)

Labour Mate

day

0.08

input #VALUE!

L-12

Mazdoor for dressing sides, bottom and b) backfilling Machinery

day

2.00

input #VALUE!

L-13

Hydraulic excavator 1.0 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

hour

0.17

input #VALUE!

hour

0.45

input #VALUE!

P&M026 P&M048

#VALUE! #VALUE!

(a+b+c) Cost for 10 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/10

#VALUE! say #VALUE!

Note 1. Cost of dewatering @ 20 per cent of (a+b) may be added, where required 2. Shoring & strutting @ 10 per cent of (a+b), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in itemFilling 12.1 (i) (iv) for ordinary soil Pits VI Back intoMarshy Foundation Unit : Cum Taking Output : 6 cum a)

Labour Mate

Mazdoor for dressing sides, bottom and b) backfilling Machinery Tractor-trolley for transportation

day

0.12

input #VALUE!

L-12

day

3.00

input #VALUE!

L-13

hour

2.00

input #VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 6 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/6

#VALUE! #VALUE! say #VALUE!

12.2

304

Filling Annular Space Around Footing in Rock Unit = cum Taking out put = 1 cum Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per item 12.4.

Page 4 of 346

Ref. to Sr No MoRT H 12.3 Spec. 304

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.01

input #VALUE!

L-12

Mazdoor

day

0.30

input #VALUE!

L-13

cum

1.20

input #VALUE! M-006

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Unit = cum Taking output = 1 cum a)

b)

Labour

Material Sand (assuming 20 per cent voids)

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

12.4

2100

PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Unit = cum Taking output = 15 cum a)

b)

Labour Mate

day

0.64

input #VALUE!

L-12

Mason

day

1.00

input #VALUE!

L-11

Mazdoor

day

15.00

input #VALUE!

L-13

40 mm Aggregate

cum

13.50

input #VALUE! M-055

coarse Sand

cum

6.75

input #VALUE! M-005

tonne

3.45

input #VALUE! M-081

18.00

input #VALUE! M-189

Material

cement Cost of water c)

KL

Machinery Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

Water tanker 6 KL capacity

hour

2.00

input #VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

P&M009 P&M079 P&M060

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.5

1300

Note Vibrator is a part of minor T & P which is already included in overhead charges of the contractor. Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Unit = cum Taking output = 5 cum a)

Material Bricks Ist class

each

2500.00

cum

1.20

#VALUE! #VALUE!

Mate

day

0.48

input #VALUE!

L-12

Mason

day

4.00

input #VALUE!

L-11

Mazdoor

day

8.00

input #VALUE!

L-13

Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) b) Labour

input #VALUE! M-079

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 5 cum = a+b+c+d

#VALUE!

Rate per cum (a+b+c+d)/5

#VALUE! #VALUE! say #VALUE!

Page 5 of 346

Item 12.6 (A)

Ref. to Sr No MoRT H 12.6 Spec. Subanaly sis

Description (A)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

tonne

0.51

input #VALUE! M-081

cum

1.05

input #VALUE! M-005

Mate

day

0.04

input #VALUE!

L-12

Mazdoor

day

0.90

input #VALUE!

L-13

Cement Mortar 1:3 (1 cement : 3 sand)

Unit = 1 cum Taking output = 1 cum a)

Materials Cement Sand

b)

Labour

Total Material and Labour = (a+b) Subanaly sis (Addl. )

(B)

say #VALUE!

Cement Mortar1:2 (1cement :2 sand)

Unit = 1 cum Taking output = 1 cum a)

Materials Cement

tonne

0.67

input #VALUE! M-081

cum

0.93

input #VALUE! M-005

Mate

day

0.04

input #VALUE!

L-12

Mazdoor

day

0.90

input #VALUE!

L-13

Sand b)

Labour

Total Material and Labour = (a+b) Subanaly sis (Addl. )

(C)

say #VALUE!

Cement Mortar1:4 (1cement :4 sand)

Unit = 1 cum Taking output = 1 cum a)

Materials Cement

tonne

0.40

input #VALUE! M-081

cum

1.12

input #VALUE! M-005

Mate

day

0.04

input #VALUE!

L-12

Mazdoor

day

0.90

input #VALUE!

L-13

Sand b)

Labour

Total Material and Labour = (a+b) Subanaly sis (Addl. )

(D)

say #VALUE!

Cement Mortar1:6 (1cement :6 sand)

Unit = 1 cum Taking output = 1 cum a)

Materials Cement

tonne

0.29

input #VALUE! M-081

cum

1.34

input #VALUE! M-005

Mate

day

0.04

input #VALUE!

L-12

Mazdoor

day

0.90

input #VALUE!

L-13

Sand b)

Labour

Total Material and Labour = (a+b) 12.7

1400

say #VALUE!

Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Unit = cum Taking output = 5 cum

1405. 4

(A)

Square Rubble Coursed Masonry (first sort) a) Material

Rubble

Stone

cum Page 6 of 346

5.50

input #VALUE! M-169

Ref. to Sr No MoRT H Spec.

Remark Cost Rs s/ Input ref. input #VALUE! M-182

Description

Unit

Quantity

Rate Rs

Through and bond stone

each

35.00

cum

1.50

#VALUE! #VALUE!

Mate

day

0.66

input #VALUE!

L-12

Mason

day

7.50

input #VALUE!

L-11

Mazdoor

day

9.00

input #VALUE!

L-13

(35no.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) b) Labour

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 5 cum = a+b+c+d

#VALUE!

Item 12.6 (A)

#VALUE!

Rate per cum (a+b+c+d)/5

#VALUE! say #VALUE!

1405. 3

(B)

Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a)

Material Stone

cum

5.50

input #VALUE! M-148

Through and bond stone

each

35.00

input #VALUE! M-182

cum

1.55

#VALUE! #VALUE!

Mate

day

0.62

input #VALUE!

L-12

Mason

day

6.00

input #VALUE!

L-11

Mazdoor

day

9.00

input #VALUE!

L-13

(35nos.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) b) Labour

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 5 cum = a+b+c+d

#VALUE!

Item 12.6 (A)

#VALUE!

Rate per cum (a+b+c+d)/5

#VALUE! say #VALUE!

12.8

1500, 1700 & 2100

Note The labour already considered in cement mortar has been taken into account while proposing labour for masonry works. Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC Grade M15 Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

4.13

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

8.10

input #VALUE! M-055

20 mm Aggregate

cum

4.05

input #VALUE! M-053

10 mm Aggregate

cum

1.35

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 63 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery Page 7 of 346

019

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

(a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/15

#VALUE! say #VALUE!

Note

12.8

B

Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete PCC Grade M20 works. Unit : cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

5.16

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

079

#VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/15

#VALUE! say #VALUE!

12.8

C

RCC Grade M20

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

5.21

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on (a+b+c)

079

#VALUE! #VALUE!

e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

(a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = ( a+b+c+d+e+f )/15

#VALUE! #VALUE! say #VALUE!

Page 8 of 346

Ref. to Sr No MoRT Description H 12.8 C Spec. Case II With Batching Plant, Transit Mixer and Concrete Pump Unit : cum

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking Output = 120 cum a)

Material Cement

b)

c)

tonne

41.66

input #VALUE! M-081

Coarse Sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto km. 1 km, L-lead in km Lead 1beyond

Concrete Pump

hour

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

6 #VALUE!

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Cost for 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = ( a+b+c+d+e+f )/120

#VALUE! say #VALUE!

12.8

D

PCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

5.99

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of (a+b+c) e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum = ( a+b+c+d+e+f )/15

079

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.8 D

Case II With Batching Plant, Transit Mixer and Concrete Pump Unit : cum Page 9 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking Output = 120 cum a)

Material Cement

b)

c)

tonne

47.95

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

40 mm Aggregate

cum

43.20

input #VALUE! M-055

20 mm Aggregate

cum

43.20

input #VALUE! M-053

10 mm Aggregate

cum

21.60

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/120

#VALUE! say #VALUE!

12.8

E

RCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.05

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of a+b+c. e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) cost of 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f )/15

079

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.8 E

Case II With Batching Plant, Transit Mixer and Concrete Pump Unit: cum Taking Output = 120 cum a)

Material

Page 10 of 346

Ref. to Sr No MoRT H Spec.

tonne

48.38

Remark Cost Rs s/ Input ref. input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Description Cement

b)

c)

Unit

Quantity

Rate Rs

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity 1 cum

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f )/120

#VALUE! say #VALUE!

12.8

F

PCC Grade M30

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.08

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

079

#VALUE! #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f )/15

#VALUE! say #VALUE!

12.8 F

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit : cum Taking Output = 120 cum a)

Material Cement Coarse sand Page 11 of 346

tonne

48.60

input #VALUE! M-081

cum

54.00

input #VALUE! M-004

Ref. to Sr No MoRT H Spec.

Unit

Quantity

40 mm Aggregate

cum

43.20

Remark Cost Rs s/ Input ref. input #VALUE! M-055

20 mm Aggregate

cum

43.20

input #VALUE! M-053

10 mm Aggregate

cum

21.60

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Description

b)

c)

Rate Rs

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f )/120

#VALUE! say #VALUE!

12.8

G

RCC Grade M30

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.10

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

079

#VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.5 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/15

#VALUE! say #VALUE!

12.8 G

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

48.80

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Page 12 of 346

Ref. to Sr No MoRT H Spec.

Description b)

c)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.5 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f )/120

#VALUE! say #VALUE!

12.8

H

RCC Grade M35

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.33

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

079

#VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3 per cent on a+b+c

#VALUE!

e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

(a+b+c+d+e) cost of 15 cum = a+b+c+d+e+f

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e+f)/15

#VALUE! say #VALUE!

12.8 H

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit ; cum Taking Output = 120 cum a)

Material Cement

b)

tonne

50.64

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Labour

Page 13 of 346

Ref. to Sr No MoRT H Spec.

Description Mazdoor c)

Unit

Quantity

day

18.00

Remark Cost Rs s/ Input ref. input #VALUE! L-13

Rate Rs

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

P&M002 P&M080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/120

#VALUE! say #VALUE!

Note: Where ever concrete is carried batching plant, transit mixer, pump, Admixtures @ 0.4 per cent of cement may be added for desired slump of concrete.

out using concrete of weight achieving

WELL FOUNDATION

12.9

1200

A

Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m. Unit = 1 No Taking output = 1 No. a)

b)

Material Earth (compacted)

cum

251.20

input #VALUE! M-092

Sand bags

each

750.00

input #VALUE! M-159

Labour Mate

Mazdoor for filling sand bags, stitching placing c) and Machinery Crane with grab 1 cum capacity

day

0.40

input #VALUE!

L-12

day

15.00

input #VALUE!

L-13

hour

20.00

input #VALUE!

P&M012

Consumables @ 2.5 per cent of (c) above

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per No. (a+b+c+d+e)

#VALUE! say #VALUE!

12.9

Note It is assumed that earth will be available within the working space of crane with grab bucket. B Assuming depth of water 4.0 m and height of island 4.5 m. Unit = 1No Taking output = 1 No a)

b)

Material Earth (compacted)

cum

904.32

input #VALUE! M-092

Sand bags

each

6000.00

input #VALUE! M-159

Wooden ballies 8" Dia and 9 m long

each

95.00

input #VALUE! M-194

Wooden ballies 2" Dia for bracing

metre

190.00

input #VALUE! M-193

Labour Mate

day

5.60

input #VALUE!

L-12

Mazdoor for piling 8" dia ballies for piling 8" dia ballies Mazdoor for bracing with 2" dia ballies

day

18.00

input #VALUE!

L-13

day

12.00

input #VALUE!

L-13

Page 14 of 346

Ref. to Sr No MoRT H Spec.

Description Mazdoor for filling sand bags, stitching placing c) and Machinery Crane with grab 1 cum capacity

Unit

Quantity

day

110.00

hour

50.00

Remark Cost Rs s/ Input ref. input #VALUE! L-13

Rate Rs

input #VALUE! #VALUE!

Consumables and other arrangements for piling ballies @ 2.5 per cent of (a+b+c). d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

P&M012

#VALUE! #VALUE!

(a+b+c+d) Rate per No. (a+b+c+d+e)

#VALUE! say #VALUE!

12.9

C

Note For other well diameters rate can be worked out on the basis of cross-sectional area of well. The diameter of the island shall be in the conformity with clause 1203.2 of MoRTH specifications. Providing and constructing one span service road to reach island location from one pier location to another pier location Assuming span length 30 m, width of service road 10m and depth of water 1m Unit = 1 meter Taking output = 30 metre a)

b)

Material Earth

cum

450.00

input #VALUE! M-092

Sand bags

each

300.00

input #VALUE! M-159

day

0.24

input #VALUE!

L-12

day

6.00

input #VALUE!

L-13

Front end Loader 1 cum capacity

hour

27.00

input #VALUE!

Tipper 5.5 cum capacity

hour

28.00

input #VALUE!

P&M017 P&M-

Labour Mate

Mazdoor for filling sand bags, stitching placing c) and Machinery

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 30 m (a+b+c+d+e)

#VALUE!

048

#VALUE!

Rate per m (a+b+c+d+e)/30

#VALUE! say #VALUE!

12.10

1200 & 1900

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. Unit = 1 MT Taking output = 1 MT a)

Material Structural steel in plates, angles, etc including 5 per cent wastage Nuts & bolts

b)

tonne

1.05

input #VALUE! M-179

Kg

20.00

input #VALUE! M-130

Labour

(for cutting, bending, making holes, joining, welding and erecting in position) Mate

day

1.32

input #VALUE!

L-12

Fitter

day

5.50

input #VALUE!

L-08

Blacksmith

day

5.50

input #VALUE!

L-02

Welder

day

5.50

input #VALUE!

L-02

Mazdoor

day

16.50

input #VALUE!

L-13

Electrodes, cutting gas and other consumables @ 10 per cent of cost of (a) above c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per MT (a+b+c+d)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 1200, 1500 & 1700

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Page 15 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = 1 cum Taking output = 1 cum A (i)

Well curb RCC M20 Grade

Same as for 12.8 (C) except for formwork which shall [email protected] 20 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A (i)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A

(ii)

RCC M25 Grade

Same as for 12.8 (E) except for formwork which shall [email protected] 20 per cent of the cost of concrete instead of 3.75 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete e) Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A (ii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A

(iii)

RCC M35 Grade

Same as for 12.8 (H) except for formwork which shall [email protected] 20 per cent of the cost of concrete instead of 3.0 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A (iii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)

Page 16 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE! #VALUE!

say #VALUE! Note. If curb concrete is carried out within steel liner, cost of formwork shall be excluded. 12.11

B

Well steining

(I)

PCC M15 Grade

Same as for 12.8 (A) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B

(ii)

PCC M20 Grade

Same as for 12.8 (B) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e) Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B

(iii)

RCC M20 Grade

Same as for 12.8 (C) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B (iii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B

(iv)

PCC M25 Grade

Same as for 12.8 (D) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Page 17 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE! #VALUE!

say #VALUE! 12.11 B (iv)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 B

(v)

RCC M25 Grade

Same as for 12.8 (E) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B (v)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 B

(vi)

PCC M30 Grade

Same as for 12.8 (F) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e) Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B (vi)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 B

(vii)

RCC M30 Grade

Same as for 12.8 (G) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent. Case I Using Concrete Mixer Page 18 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! say #VALUE!

12.11 B (vii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! say #VALUE!

'12.11 B

(viii) RCC M35 Grade Same as for 12.8 (H) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B (viii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! say #VALUE!

'12.11 B

(ix)

RCC M40 Grade Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

51.60

input #VALUE! M-081

Coarse Sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

206.00

input #VALUE! M-180

Admixture b)

c)

kg

Labour Mate

day

0.84 input

#VALUE!

L-12

Meson

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13

input #VALUE!

P&M002 P&M-

Machinery Batching Plant

hour

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300xL

049 input #VALUE! Lead= input , P&M050

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity for lead beyond 1 km.

Page 19 of 346

6.00

080 P&M017 P&M-

Ref. to Sr No MoRT H Spec.

Description Concrete Pump

Unit hour

Quantity 6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 10 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! P&M007

Rate Rs

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/120

#VALUE! say #VALUE!

12.11 C

C

Bottom Plug Concrete to be placed using tremie pipe

(i)

Note: 10% extra cement to be added where under water concreting is involved PCC Grade M20

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

tonne

5.55

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Kg

18.60

input #VALUE! M-180

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

hour

6.00

input #VALUE!

Admixture b)

c)

Labour

Machinery

Light Crane 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

079 P&M013

#VALUE! #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 C (i)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit ; cum Taking Output = 120 cum a)

Material Cement

tonne

44.40

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Kg

148.80

input #VALUE! M-180

Mate

day

0.88

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13

Admixture b)

Labour

Page 20 of 346

Ref. to Sr No MoRT H Spec.

Description c)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Machinery

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

P&M002 P&M080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

'12.11 C

(ii)

PCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

tonne

5.99

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Kg

21.60

input #VALUE! M-180

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

hour

6.00

input #VALUE!

Admixture b)

c)

Labour

Machinery

Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

079 P&M013

#VALUE! #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 C (ii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

47.88

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Page 21 of 346

Ref. to Sr No MoRT H Spec.

Description Admixture b)

c)

Unit

Quantity

Remark Cost Rs s/ Input ref. input #VALUE! M-180

Rate Rs

Kg

172.80

Mate

day

0.88

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

'12.11 C

(iii)

PCC Grade M30

Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)

Material Cement

tonne

6.08

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Kg

21.60

input #VALUE! M-180

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

hour

6.00

input #VALUE!

Admixture b)

c)

Labour

Machinery

Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15

#VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 C (iii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum Page 22 of 346

079 P&M013

Ref. to Sr No MoRT H Spec.

Description a)

Rate Rs

Remark Cost Rs s/ Input ref.

tonne

48.64

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Kg

172.80

input #VALUE! M-180

Mate

day

0.88

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Admixture

c)

Quantity

Material Cement

b)

Unit

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

'12.11 C

(iv)

PCC Grade M35

Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)

Material Cement

tonne

6.29

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Kg

21.60

input #VALUE! M-180

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

hour

6.00

input #VALUE!

Admixture b)

c)

Labour

Machinery

Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 15 cum = a+b+c+d+e

Page 23 of 346

#VALUE! #VALUE!

#VALUE! #VALUE! #VALUE!

079 P&M013

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate per cum = (a+b+c+d+e)/15

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE!

say #VALUE! 12.11 C (iv)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

50.28

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Kg

172.80

input #VALUE! M-180

Mate

day

0.88

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Admixture b)

c)

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120

6.00 #VALUE!

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11

D

Intermediate plug

(i)

Grade M20 PCC

Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 D (i)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 D

(ii)

Grade M25 PCC

Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Page 24 of 346

080 P&M017 P&M-

#VALUE!

Ref. to Sr No MoRT H Spec.

Description d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE!

say #VALUE! 12.11 D (ii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 D

(iii)

Grade M30 PCC

Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 D (iii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11

E

Top plug

(i)

Grade M15 PCC Same as Item 12.8(a) excluding formwork

Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 E

(ii)

Grade M20 PCC Same as Item 12.8(b) excluding formwork

Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 E

(iii)

Grade M25 PCC

Same as Item 12.8 (d) formwork Case I Using Concrete Mixer

excluding

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 E (iii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Page 25 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE!

(a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! say #VALUE!

'12.11 E

(iv)

Grade M30 PCC Same as Item 12.8(f) excluding formwork

Case I Using Concrete Mixer #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! say #VALUE!

12.11 E (iv)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! say #VALUE!

12.11

F (i)

Well cap RCC Grade M20

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

5.12

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Form Work @ 4 per cent of a+b+c

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 F (i)

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

b)

tonne

40.92

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Labour

Page 26 of 346

Ref. to Sr No MoRT H Spec.

Description Mazdoor c)

Unit

Quantity

day

18.00

Remark Cost Rs s/ Input ref. input #VALUE! L-13

Rate Rs

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader (capacity 1 cum)

hour

6.00

input #VALUE!

080 P&M017

15.00

input #VALUE!

300L

input #VALUE!

P&M049 P&M-

Transit Mixer ( capacity 4.0 cu.m ) hour Transit Mixer 4 cum capacity for lead upto km. 1 Km, L - lead in Kilometer tonne.k Lead 1beyond m Concrete Pump

hour

P&M002 P&M-

6.00

Formwork @ 4 per cent of (a+b+c)

050 Lead= km input #VALUE! input P&M#VALUE! 007

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

12.11 F

(ii)

RCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.05

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Form Work @ 3.75 per cent of a+b+c

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 F (ii)

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

b)

c)

tonne

48.40

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader (capacity 1 cum)

hour

Transit Mixer ( capacity 4.0 cu.m )

Page 27 of 346

6.00

input #VALUE!

080 P&M017

Ref. to Sr No MoRT H Spec.

Description

Unit

hour Transit Mixer 4 cum capacity for lead upto km. 1 Km, L - lead in Kilometer tonne.k Lead 1beyond m Concrete Pump

hour

Quantity 15.00 300L

6.00

Formwork @ 3.75 per cent of ( a+b+c)

Remark Cost Rs s/ Input ref. input #VALUE! P&M049 input #VALUE! P&M050 Lead= km input #VALUE! input P&M#VALUE! 007

Rate Rs

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

12.11 F

(iii)

RCC Grade M30

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.10

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

#VALUE!

Formwork @ 3.5 per cent of (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 F (iii)

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

b)

c)

tonne

48.79

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader (capacity 1 cum)

hour

6.00

input #VALUE!

080 P&M017

15.00

input #VALUE!

300L

input #VALUE!

P&M049 P&M-

Transit Mixer ( capacity 4.0 cu.m ) hour Transit Mixer 4 cum capacity for lead upto km. 1 Km, L - lead in Kilometer tonne.k Lead 1beyond m Concrete Pump

hour

Formwork @ 3.5 per cent of (a+b+c) d) Overhead charges @ input on (a+b+c) Page 28 of 346

6.00

050 Lead= km input #VALUE! input P&M#VALUE! 007 #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

12.11 F

(iv)

RCC Grade M35

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.33

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Formwork @ 3 per cent of (a+b+c)

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 F (iv)

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

b)

c)

tonne

50.64

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader (capacity 1 cum)

hour

6.00

input #VALUE!

080 P&M017

15.00

input #VALUE!

300L

input #VALUE!

P&M049 P&M-

Transit Mixer ( capacity 4.0 cu.m ) hour Transit Mixer 4 cum capacity for lead upto 1beyond km. 1 Km, L - lead in Kilometer tonne.k Lead m Concrete Pump

hour

Formwork @ 3 per cent of (a+b+c)

6.00

050 Lead= km input #VALUE! input P&M007 #VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! #VALUE! say #VALUE!

Page 29 of 346

Ref. to Sr No MoRT H Spec.

'12.11 F

Description Note Where ever concrete is carried batching plant, transit mixer, pump, Admixtures @ 0.4 per cent of cement may be added for desired slump of concrete. (v) RCC M40 Grade

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

out using concrete of weight achieving

Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

52.20

input #VALUE! M-081

Coarse Sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

206.00

input #VALUE! M-180

Admixture b)

c)

kg

Labour Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13

input #VALUE!

P&M002 P&M-

Machinery Batching Plant

hour

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity for lead beyond 1 km. Concrete Pump

6.00

hour

15.00

input #VALUE!

tonne.k m

300.L

input #VALUE!

hour

6.00

Formwork @ 3 per cent on cost of concrete i.e. cost of material, labour machinerycharges @ input on d) and Overhead (a+b+c) e) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M#VALUE! 007 #VALUE! #VALUE!

(a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

12.12 Sectio n 1200

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter. Taking output = 1 m Diameter of well - 6 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking = 0.50 m per hour. a)

b)

Labour Mate

day

0.12

input #VALUE!

L-12

Sinker ( skilled )

day

1.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

2.00

input #VALUE!

L-14

hour

2.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.12 A

(ii)

Beyond 3m upto 10m depth Page 30 of 346

Ref. to Sr No MoRT H Spec.

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.15

input #VALUE!

L-12

Sinker

day

1.25

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

2.50

input #VALUE!

L-14

hour

3.00

input #VALUE!

P&M075

Rate of sinking = 0.33 m per hour. a)

b)

Labour

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.12 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.12 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.12 A

(v) a b

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 31st Labour. m

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

Page 31 of 346

Ref. to Sr No MoRT H Spec.

Description 40th m

Unit

Quantity

10%

#VALUE!

Total Cost from 30m upto 40m Avg Rate per metre 12.12

B

Rate Rs

Remark Cost Rs s/ Input ref.

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil ( 6m dia. Well ) Unit = Running Meter. Taking output = 1 meter

(i)

Depth below bed level upto 3.0 M Rate of sinking = 0.33 m per hour. a)

b)

Labour Mate

day

0.15

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

2.25

input #VALUE!

L-14

hour

3.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.12 B

(ii)

Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a)

b)

Labour Mate

day

0.30

input #VALUE!

L-12

Sinker

day

3.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.50

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

2.00

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.12 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.12 B

(iv) a

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Page 32 of 346

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Ref. to Sr No MoRT H Spec.

Description b c

Unit

Add 5 per cent of cost for dewatering of the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).

a b c

7.5%

#VALUE!

22nd m

7.5%

#VALUE!

#VALUE! #VALUE!

23rd m

7.5%

#VALUE!

#VALUE! #VALUE!

24th m

7.5%

#VALUE!

#VALUE! #VALUE!

25th m

7.5%

#VALUE!

#VALUE! #VALUE!

26th m

7.5%

#VALUE!

#VALUE! #VALUE!

27th m

7.5%

#VALUE!

#VALUE! #VALUE!

28th m

7.5%

#VALUE!

#VALUE! #VALUE!

29th m

7.5%

#VALUE!

#VALUE! #VALUE!

30th m

7.5%

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.12

C

Remark Cost Rs s/ Input ref.

21st m

Avg Rate per metre (v)

Rate Rs

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

Total Cost from 20m upto 30m 12.12 B

Quantity

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock (6m dia well ) Unit = Running Meter. Taking output = 1 m Depth in Soft rock strata up to 3m Rate of sinking = 0.25 m per hour. a)

b)

Labour Mate

day

0.92

input #VALUE!

L-12

Sinker ( skilled )

day

3.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

20.00

input #VALUE!

L-14

Diver

day

0.50

input #VALUE!

L-07

hour

4.00

input #VALUE!

hour

3.50

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

Consumables in sinking @ 10 per cent of (b)for dewatering @ of 5 per cent of Add (a+b), if required c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Page 33 of 346

Ref. to Sr No MoRT H 12.12 Spec.

Description D

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Hard Rock (6m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking = 0.17 m per hour. a)

Material Gelatine 80 per cent

Kg

Electric Detonators b)

c)

4.00

input #VALUE! M-104

each

18.00

#VALUE! #VALUE!

Mate

day

1.56

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

12.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

hour

6.00

input #VALUE!

hour

2.00

input #VALUE!

P&M075 P&M063

Labour

M094/100

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. @ 5 per cent of cost of Dewatering (b+c), if required. Consumables in sinking @ 10 per cent

#VALUE! #VALUE!

of (b). charges @ input on d) of cost Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! say #VALUE!

12.13 Sectio n 1200

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter. Taking output = 1 m Diameter of well - 7 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking = 0.30 m per hour. a)

b)

Labour Mate

day

0.15

input #VALUE!

L-12

Sinker ( skilled )

day

1.25

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

2.50

input #VALUE!

L-14

hour

3.25

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d) 12.13 A

(ii)

#VALUE!

Beyond 3m upto 10m depth

#VALUE!

Rate of sinking = 0.22 m per hour. a)

b)

say #VALUE!

Labour Mate

day

0.18

input #VALUE!

L-12

Sinker

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.00

input #VALUE!

L-14

hour

4.50

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) Page 34 of 346

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! (iii)

12.13 A

a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

0.17

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.13 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour). m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.13 A

(v) a b

10%

#VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Clayey Soil ( 7m dia. Well ) Unit = Running Meter. Taking output = 1 cum

(I)

#VALUE!

Including 20% for Kentledge #VALUE!

Avg Rate per metre B

#VALUE!

#VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.13

#VALUE!

Depth below bed level upto 3.0 M Rate of sinking = 0.22 m per hour. a)

Labour

Page 35 of 346

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Mate

day

0.18

Remark Cost Rs s/ Input ref. input #VALUE! L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.00

input #VALUE!

L-14

hour

4.50

input #VALUE!

P&M075

Description

b)

Rate Rs

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent d) of (b) Overhead charges @ input on (a+b) e) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.13 B

(ii)

Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a)

b)

Labour Mate

day

0.26

input #VALUE!

L-12

Sinker

day

2.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.00

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

3.25

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.13 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.13 B

(iv) a b c

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

Page 36 of 346

Ref. to Sr No MoRT H Spec.

Unit

Quantity

36th m

7.5%

#VALUE!

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Description

Total Cost from 30m upto 40m Avg Rate per metre 12.13 B

(v) a b c

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.13

C

Rate Rs

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock ( 7m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking = 0.22 m per hour. a)

b)

Labour Mate

day

0.58

input #VALUE!

L-12

Sinker ( skilled )

day

4.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

10.00

input #VALUE!

L-14

Diver

day

0.75

input #VALUE!

L-07

hour

4.50

input #VALUE!

hour

3.75

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

#VALUE!

Consumables in sinking @ 10 per cent of (b)for dewatering @ of 5 per cent of Add (a+b), if required c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.13

D

Hard Rock ( 7m dia well ) Unit = Running Meter Taking output = 1 m Depth in Hard rock strata up to 3 m Rate of sinking = 0.17 m per hour. a)

Material Gelatine 80 per cent

Kg

Electric Detonators b)

7.00

input #VALUE! M-104

each

30.00

#VALUE! #VALUE!

day

1.60

input #VALUE!

Labour Mate

Page 37 of 346

M094/100 L-12

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Driller

day

2.00

Remark Cost Rs s/ Input ref. input #VALUE! L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

18.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

Diver

day

0.50

input #VALUE!

L-07

hour

6.00

input #VALUE!

hour

2.00

input #VALUE!

P&M075 P&M063

Description

c)

Rate Rs

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. @ 5 per cent of cost of Dewatering (b+c), if required. Consumables in sinking @ 10 per cent

#VALUE! #VALUE!

of (b). charges @ input on d) of cost Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! say #VALUE!

12.14 Sectio n 1200

Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter. Taking output = 1 m Diameter of well - 8 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a)

b)

Labour Mate

day

0.18

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.00

input #VALUE!

L-14

hour

4.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.14 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.20 m/hour a)

b)

Labour Mate

day

0.25

input #VALUE!

L-12

Sinker

day

1.75

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.50

input #VALUE!

L-14

hour

5.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.14 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter 12th m

Page 38 of 346

5%

#VALUE!

5%

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m (iv) a b

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Avg Rate per metre (v) a b

#VALUE!

#VALUE!

#VALUE!

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

#VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.14

Remark Cost Rs s/ Input ref.

#VALUE!

Total Cost from 20m upto 30m 12.14 A

Rate Rs

#VALUE!

Avg Rate per metre 12.14 A

Quantity

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil ( 8m dia. Well ) Unit = Running Meter. Taking output = 1 meter

(i)

Depth from bed level upto 3.0 M Rate of sinking @ 0.18 m/hour a)

b)

Labour Mate

day

0.22

input #VALUE!

L-12

Sinker ( skilled )

day

2.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

hour

3.50

input #VALUE!

L-14

5.50

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) Page 39 of 346

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 12.14 B

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.17 m/hour a)

b)

Labour Mate

day

0.32

input #VALUE!

L-12

Sinker

day

2.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.50

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

3.50

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.14 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.14 B

(iv) a b c

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.14 B

#VALUE!

Beyond 30m upto 40 m Page 40 of 346

Ref. to Sr No MoRT H Spec.

Description a b c

Unit

Quantity

Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

Total Cost from 30m upto 40m Avg Rate per metre C

Remark Cost Rs s/ Input ref.

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

including supports, loading arrangement and Labour).

12.14

Rate Rs

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock ( 8m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.20 m/hour a)

b)

Labour Mate

day

0.68

input #VALUE!

L-12

Sinker ( skilled )

day

4.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

12.00

input #VALUE!

L-14

Diver

day

1.00

input #VALUE!

L-07

hour

5.00

input #VALUE!

hour

3.75

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

Consumables in sinking @ 10 per cent of (b)for dewatering @ of 5 per cent of Add (a+b), if required c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.14

D

Hard Rock ( 8m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.17 m/hour a)

Material Gelatine 80 per cent

Kg

Electric Detonators b)

c)

8.00

input #VALUE! M-104

each

32.00

#VALUE! #VALUE!

Mate

day

1.09

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

20.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

hour

6.00

input #VALUE!

hour

2.00

input #VALUE!

P&M075 P&M063

Labour

M094/100

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Page 41 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Dewatering @ 5 per cent of cost of (b+c), if required. Consumables in sinking @ 10 per cent

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

of (b). charges @ input on d) of cost Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! say #VALUE!

12.15 Sectio n 1200

Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter. Taking output = 1 m Diameter of well - 9 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a)

b)

Labour Mate

day

0.19

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.25

input #VALUE!

L-14

hour

4.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.18 m/hour a)

b)

Labour Mate

day

0.27

input #VALUE!

L-12

Sinker

day

1.75

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.00

input #VALUE!

L-14

hour

5.50

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre

#VALUE! #VALUE!

Page 42 of 346

Ref. to Sr No MoRT H 12.15 Spec. A

Description (iv) a b

Unit

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Avg Rate per metre (v) a b

#VALUE!

#VALUE!

#VALUE!

#VALUE!

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

Remark Cost Rs s/ Input ref.

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.15

Rate Rs

Beyond 20m upto 30 m

Total Cost from 20m upto 30m 12.15 A

Quantity

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil ( 9m dia. Well ) Unit = Running Meter. Taking output = 1 cum

(i)

Depth below bed level upto 3.0 M Rate of sinking 0.17 m / hour a)

b)

Labour Mate

day

0.24

input #VALUE!

L-12

Sinker ( skilled )

day

2.25

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.75

input #VALUE!

L-14

hour

5.75

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15 B

(ii)

Beyond 3m upto 10m depth Rate of sinking 0.15 m / hour a)

b)

Labour Mate

day

0.34

input #VALUE!

L-12

Sinker

day

2.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

5.00

input #VALUE!

L-14

Machinery

Page 43 of 346

Ref. to Sr No MoRT H Spec.

Description Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Unit

Quantity

hour

6.50

hour

3.75

Remark Cost Rs s/ Input ref. input #VALUE! P&M075 input #VALUE! P&M063 #VALUE!

Rate Rs

#VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.15 B

(iv) a b c

a b c

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.15 B

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meterof cost for dewatering, if Add 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Page 44 of 346

Ref. to Sr No MoRT H Spec.

Unit

Quantity

35th m

10%

#VALUE!

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

Description

Total Cost from 30m upto 40m Avg Rate per metre 12.15

C

Rate Rs

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock ( 9m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata up to 3m Rate of sinking 0.15 m / hour a)

b)

Labour Mate

day

0.76

input #VALUE!

L-12

Sinker ( skilled )

day

4.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

14.00

input #VALUE!

L-14

Diver

day

1.20

input #VALUE!

L-07

hour

6.50

input #VALUE!

hour

4.00

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

#VALUE!

Consumables in sinking @ 10 per cent of (b)for dewatering @ of 5 per cent of Add (a+b), if required c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15

D

Hard Rock ( 9m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.15 m / hour a)

Material Gelatine 80 per cent

Kg

10.00

each

40.00

#VALUE! #VALUE!

Mate

day

1.17

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

22.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

Diver

day

1.00

input #VALUE!

L-07

hour

7.00

input #VALUE!

hour

2.50

input #VALUE!

P&M075 P&M063

Electric Detonators b)

c)

input #VALUE! M-104

Labour

M094/100

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. @ 5 per cent of cost of Dewatering (b+c), if required. Consumables in sinking @ 10 per cent

of (b). charges @ input on d) of cost Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Page 45 of 346

Ref. to Sr No MoRT H 12.16 Spec. 1200

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.20

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.50

input #VALUE!

L-14

hour

5.00

input #VALUE!

P&M075

Sinking of 10 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter Taking output = 1 m Diameter of well - 10 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking 0.20 m / hour a)

b)

Labour

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.16 A

(ii)

Beyond 3m upto 10m depth Rate of sinking 0.17 m / hour a)

b)

Labour Mate

day

0.31

input #VALUE!

L-12

Sinker

day

2.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.25

input #VALUE!

L-14

hour

5.75

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.16 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.16 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

Page 46 of 346

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.16 A

(v) a b

#VALUE!

#VALUE!

#VALUE!

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

#VALUE!

Remark Cost Rs s/ Input ref.

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.16

Rate Rs

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil (10m dia. Well ) Unit = Running Meter Taking output = 1 cum

(i)

Depth below bed level upto 3.0 M Rate of sinking 0.18m/hour. a)

b)

Labour Mate

day

0.25

input #VALUE!

L-12

Sinker ( skilled )

day

2.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

5.50

input #VALUE!

L-14

hour

6.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.16 B

(ii)

Beyond 3m upto 10m depth Rate of sinking 0.15m/hour. a)

b)

Labour Mate

day

0.40

input #VALUE!

L-12

Sinker

day

3.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

5.50

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

4.00

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) Page 47 of 346

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 12.16 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.16 B

(iv) a b c

a b c

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.16 B

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meterof cost for dewatering, if Add 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Page 48 of 346

Ref. to Sr No MoRT H Spec.

Description 40th m

Unit

Quantity

10%

#VALUE!

Total Cost from 30m upto 40m Avg Rate per metre 12.16

C

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

Rate Rs

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking 0.14m/hour. a)

b)

Labour Mate

day

0.86

input #VALUE!

L-12

Sinker ( skilled )

day

4.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

16.00

input #VALUE!

L-14

Diver

day

1.40

input #VALUE!

L-07

hour

7.00

input #VALUE!

hour

4.25

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

#VALUE!

Consumables in sinking @ 10 per cent of (b)for dewatering @ 5 per cent of Add

#VALUE!

if required c) cost, Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.16

D

Hard Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.12 m/ hour. a)

Material Gelatine 80 per cent Electric Detonators

b)

c)

Kg

11.00

each.

44.00

#VALUE! #VALUE!

input #VALUE! M-104

Labour Mate

day

1.27

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

24.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

hour

8.50

input #VALUE!

hour

3.00

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required. Consumables in sinking @ 10 per cent

of cost of (b+c). d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.17

1200

Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter Taking output = 0.50 m Diameter of well - 11 m. A

M094/100

Sandy Soil Page 49 of 346

Ref. to Sr No MoRT H Spec.

Description (i)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.21

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

3.30

input #VALUE!

L-14

hour

6.00

input #VALUE!

P&M075

Depth from bed level upto 3.0 M Rate of sinking @ 0.15 m/hour a)

b)

Labour

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent d) of (b) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) Cost for 0.5m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.17 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.13 m/hour a)

b)

Labour Mate

day

0.32

input #VALUE!

L-12

Sinker

day

2.00

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.50

input #VALUE!

L-14

hour

4.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @10 per cent of Consumables c) (b)Overhead charges @ input on (a+b+c) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) Cost for 0.5m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.17 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.17 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

Page 50 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.17 A

(v) a b

#VALUE!

#VALUE!

#VALUE!

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

#VALUE!

Remark Cost Rs s/ Input ref.

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.17

Rate Rs

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil (11 m dia. Well ) Unit = Running Meter Taking output = 0.50 meter

(i)

Depth from bed level upto 3.0 M Rate of sinking @ 0.10 m/hour a)

b)

Labour Mate

day

0.26

input #VALUE!

L-12

Sinker ( skilled )

day

2.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.00

input #VALUE!

L-14

hour

5.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.5m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.17 B

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.08 m/hour a)

b)

Labour Mate

day

0.43

input #VALUE!

L-12

Sinker

day

3.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

5.75

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

4.25

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 0.5m = a+b+c+d Rate per metre = (a+b+c+d)/0.50

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.17 B

(iii) a

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Page 51 of 346

Ref. to Sr No MoRT H Spec.

Description b

Unit

Add for dewatering @ 5 per cent of cost, if required.

11th m

5%

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Avg Rate per metre (iv) a b c

a b c

#VALUE!

#VALUE!

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.17

C

Remark Cost Rs s/ Input ref.

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.17 B

Rate Rs

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

Total Cost from 10m upto 20m 12.17 B

Quantity

Soft Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Page 52 of 346

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.95

input #VALUE!

L-12

Sinker ( skilled )

day

4.25

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

18.00

input #VALUE!

L-14

Diver

day

1.50

input #VALUE!

L-07

hour

8.00

input #VALUE!

hour

4.50

input #VALUE!

P&M075 P&M063

Depth in soft rock strata upto 3m Rate of sinking @ 0.06 m/hour a)

b)

Labour

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b)for dewatering @ 5 per cent of Add

#VALUE! #VALUE!

if required c) cost, Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 0.5m = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.17

D

Hard Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Depth in hard rock upto 3 m Rate of sinking @ 0.05 m/hour a)

Material Gelatine 80 per cent Electric Detonators

b)

c)

Kg

12.00

each.

48.00

#VALUE! #VALUE!

input #VALUE! M-104

Labour

M094/100

Mate

day

1.35

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

26.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

hour

10.00

input #VALUE!

hour

3.50

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required. Consumables in sinking @ 10 per cent

#VALUE! #VALUE!

of cost of (b+c). d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 0.5m = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.18

1200

Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter Taking output = 0.25 m Diameter of well - 12 m. A (i)

Sandy Soil I) Depth below bed level upto 3.0 M Rate of sinking @ 0.05 m/hour a)

Labour Mate

day Page 53 of 346

0.22

input #VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Sinker ( skilled )

day

1.75

Remark Cost Rs s/ Input ref. input #VALUE! L-15

Sinking helper (semi-skilled)

day

4.00

input #VALUE!

L-14

hour

6.00

input #VALUE!

P&M075

Description

b)

Rate Rs

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.038 m/hour a)

b)

Labour Mate

day

0.37

input #VALUE!

L-12

Sinker

day

2.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.75

input #VALUE!

L-14

hour

6.50

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.18 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre

Page 54 of 346

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Ref. to Sr No MoRT H 12.18 Spec. A

Description (v) a b

Unit

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

Rate Rs

Remark Cost Rs s/ Input ref.

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.18

Quantity

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil (12 m dia. Well ) Unit = Running Meter. Taking output = 0.25 meter.

(i)

Depth below bed level upto 3.0 M Rate of sinking @ 0.04 m/hour a)

b)

Labour Mate

day

0.30

input #VALUE!

L-12

Sinker ( skilled )

day

3.00

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.50

input #VALUE!

L-14

hour

6.25

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18 B

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.03 m/hour a)

b)

Labour Mate

day

0.48

input #VALUE!

L-12

Sinker

day

3.75

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

6.00

input #VALUE!

L-14

hour

8.33

input #VALUE!

hour

4.50

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

Page 55 of 346

Including for dewatering @ 5% of cost, if

Ref. to Sr No MoRT H Spec.

Description

Unit 5%

#VALUE!

#VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Avg Rate per metre (iv) a b c

a b c

#VALUE!

#VALUE!

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.18

C

Remark Cost Rs s/ Input ref.

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.18 B

Rate Rs

11th m

Total Cost from 10m upto 20m 12.18 B

Quantity

Soft Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m Depth in soft rock strata upto 3m Rate of sinking @ 0.025 m/hour a)

Labour Page 56 of 346

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Mate

day

1.06

Remark Cost Rs s/ Input ref. input #VALUE! L-12

Sinker ( skilled )

day

4.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

20.00

input #VALUE!

L-14

Diver

day

1.75

input #VALUE!

L-07

hour

10.00

input #VALUE!

hour

4.75

input #VALUE!

P&M075 P&M063

Description

b)

Rate Rs

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)for dewatering @ 5 per cent, if Add

#VALUE! #VALUE!

c) required Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18

D

Hard Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m

(i)

Depth in hard rock strata upto 3 m Rate of sinking @ 0.020 m/hour a)

Material Gelatine80 per cent Electric detonator

b)

c)

Kg

14.00

each.

56.00

#VALUE! #VALUE!

input #VALUE! M-104

Labour

M094/100

Mate

day

1.44

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

28.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.50

input #VALUE!

L-15

hour

12.50

input #VALUE!

hour

4.00

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent, if required.

#VALUE!

Consumables in sinking @ 10 per cent d) of (c). Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 0.25m = a+b+c+d+e

#VALUE!

#VALUE! #VALUE!

Rate per metre = (a+b+c+d+e)/0.25

#VALUE! say #VALUE!

12.19

1200

Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter Taking output = 1 m Dimensions of well. Overall length = 12 m Overall width = 6 m A

Sandy Soil

(i)

Depth from bed level upto 3.0 M Rate of sinking @ 0.18 m/hour a)

Labour Mate

day

0.20

input #VALUE!

L-12

Sinker ( skilled )

day

1.25

input #VALUE!

L-15

Page 57 of 346

Ref. to Sr No MoRT H Spec.

Description Sinking helper (semi-skilled) b)

Unit

Quantity

day

3.75

Remark Cost Rs s/ Input ref. input #VALUE! L-14

hour

5.50

input #VALUE!

Rate Rs

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

P&M075

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.17 m/hour a)

b)

Labour Mate

day

0.30

input #VALUE!

L-12

Sinker

day

1.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.00

input #VALUE!

L-14

hour

5.88

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.19 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.19 A

(v) a

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Page 58 of 346

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Ref. to Sr No MoRT H Spec.

Description b

Add 20 per cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Unit

10%

#VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

Rate Rs Including 20% for Kentledge #VALUE!

Total Cost from 30m upto 40m 12.19

Quantity

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Remark Cost Rs s/ Input ref.

Clayey Soil (Twin D Type Well ) Unit = Running Meter Taking output = 1 meter

(i)

Depth below bed level upto 3.0 M Rate of sinking @ 0.16 m/hour a)

b)

Labour Mate

day

0.26

input #VALUE!

L-12

Sinker ( skilled )

day

2.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.00

input #VALUE!

L-14

hour

6.25

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19 B

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.15 m/hour a)

b)

Labour Mate

day

0.45

input #VALUE!

L-12

Sinker

day

3.25

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

6.00

input #VALUE!

L-14

hour

6.67

input #VALUE!

hour

4.50

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

Page 59 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit 5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Avg Rate per metre (iv) a b c

a b c

#VALUE!

#VALUE!

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.19

C

Remark Cost Rs s/ Input ref.

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.19 B

Rate Rs

16th m

Total Cost from 10m upto 20m 12.19 B

Quantity

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.12 m/hour a)

b)

Labour Mate

day

0.86

input #VALUE!

L-12

Sinker ( skilled )

day

4.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

15.00

input #VALUE!

L-14

Diver

day

1.50

input #VALUE!

L-07

Machinery Page 60 of 346

Ref. to Sr No MoRT H Spec.

Description Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

Unit

Quantity

hour

8.33

hour

6.00

Consumables in sinking @ 10 per cent of (b)for dewatering @ 5 per cent, if Add

Remark Cost Rs s/ Input ref. input #VALUE! P&M075 input #VALUE! P&M#VALUE! 063

Rate Rs

#VALUE!

c) required Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19

D

Hard Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.10 m/hour a)

b)

c)

Material Geletine80 per cent

Kg

10.00

Electric detonators

each.

40.00

#VALUE! #VALUE!

input #VALUE! M-104

Labour

M094/100

Mate

day

1.34

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

25.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.25

input #VALUE!

L-15

hour

10.00

input #VALUE!

hour

3.00

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost of (b+c), if required. Consumables in sinking @ 10 per cent

#VALUE! #VALUE!

d) of (b). Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! say #VALUE!

12.20

1200

Pneumatic sinking of wells with equipment of approved design, drawing and specifications worked by competent and trained personnel and comprising of compression and decompression chambers, reducers, two air locks separately for men and plant & materials, arrangement for supply of fresh air to working chambers, check valves, exhaust valves, shafts made from steel plates of riveted construction not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m wide landing plateforms with railing, arrangement for compression and decompression, electric lighting of 50 V maximum, proper rooms for rest Unit - 1 cum Taking output = 5 cum a)

Material M35 grade RCC corbel provided for supporting of equipment (Dimensions as per ground conditions). Rate may be adopted Item 12.8 (H) HYSD barvide reinforcement in corbel

Cum

8.00

tonne

0.48

Kg

1.50

each

6.00

#VALUE! #VALUE!

Item 12.8 (H)

input #VALUE! M-082

Blasting material Gelatine 80 per cent Electric detonators

Page 61 of 346

input #VALUE! M-104 #VALUE! #VALUE!

M094/100

Ref. to Sr No MoRT H Spec.

Description b)

c)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Medical Officer

day

0.50

input #VALUE!

L-16

Para medical personnel

day

1.00

input #VALUE!

L-19

Mate

day

1.86

input #VALUE!

L-12

Driller

day

1.00

input #VALUE!

L-06

Blaster

day

0.50

input #VALUE!

L-03

Mazdoor (for cutting, blasting, cleaning, removal of Material etc.) Mazdoor (Skilled) (for fixation and removal of adopter for air lock, carrying out mechanical and electrical operations and repairs and other skilled jobs.) Diver

day

30.00

input #VALUE!

L-13

day

10.00

input #VALUE!

L-15

day

4.00

input #VALUE!

L-07

hour

6.00

input #VALUE!

P&M082

Labour

Machinery (i) Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking. Induction and deinduction

L.S

Erection at site and commissioning

L.S

Usage of plant and equipment for pneumatic method of well sinking Air compressor 250 cfm, 2 nos.

hour

Hire and running charges of crane of 15 tonne capacity Motorised barge of 20 tonne capacity

### ### 6.00

input #VALUE!

hour

2x6

input #VALUE!

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

Boat to carry atleast 20 persons

hour

6.00

input #VALUE!

Electric generating set 33 KVA

hour

6.00

input #VALUE!

Tipper 10 tonne capacity

hour

6.00

input #VALUE! #VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

P&M038 P&M001 P&M072 P&M066 P&M066 P&M079 P&M048

#VALUE!

(a+b+c+d) Cost for 5 cum = a+b+c+d+e (see notes below)per cum = (a+b+c+d+e)/5 Rate Note 1.The cost of induction, deinduction and erection of equipment shall be divided by the total quantity of pneumatic sinking for all the wells of a particular bridge to arrive at the per cum rate on account thisofitem. 2.Cost of pneumatic sinking perof cum individual wells will be added to the cost indicated at (1) above to arrive at the final rate ofcost pneumatic sinking per cum. 3.The of induction and deinduction will depend upon the distance involved for shifting of equipment which may be assessed in individual cases as per actual ground conditions at sinking the time makingon of a 4.In case pneumatic is of involved dry bed, the provision of barge and boat may be omitted.and dimensions of the 5.The necessity corbel will be as per actual ground conditions. 6.Small equipments like welding sets, pumps, vibrators, pneumatic tools, portable lamps, fire extinguishers, hose pipes etc., have not been included as the same are covered as sinking items ofshall minor under to 30 7.Depth of be T&P restricted 12.21

1207

m. Sand Filling in Wells complete as per Drawing and Technical Specifications. Unit = 1 cum Taking output = 1 cum a)

Material Sand (assuming 20 per cent voids )

b)

cum

1.20

input #VALUE! M-006

Mate

day

0.01

input #VALUE!

L-12

Mazdoor

day

0.30

input #VALUE!

L-13

Labour

c) Overhead charges @ input on (a+b) Page 62 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

d) Contractor's profit @ input on (a+b+c) Rate per cum (a+b+c+d)

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 12.22

1200 & 1900

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. Unit = 1 MT Taking output = 1 MT a)

Material tonne

1.05

input #VALUE! M-179

Mate

day

1.24

input #VALUE!

L-12

Fitter

day

6.00

input #VALUE!

L-08

Blacksmith

day

5.00

input #VALUE!

L-01

Welder

day

5.00

input #VALUE!

L-02

Mazdoor

day

10.00

input #VALUE!

L-13

i) Structural steel including 5 per cent b) wastage Labour

#VALUE!

Electrodes, cutting gas and other consumables @ 5 per cent on cost a (a) above. c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate for per MT (a+b+c+d)

#VALUE! say #VALUE!

12.23

1100 & 1700

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with Pile diameter-750 mm all lifts and lead Unit = meter Taking output = 15 m a)

Materials PCC Grade M35

cum

6.62

#VALUE! #VALUE!

Item 12.11 (C) iv

construction ) Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another. Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump Loader I cum bucket capacity.

hour

6.00

input #VALUE!

P&M036

hour

0.50

input #VALUE!

P&M013

hour

6.00

hour

0.30

Rate included in piling rig #VALUE! input

Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite

hour

0.30

input #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b) Machinery( for boring and

c)

kg

300.00

048 input #VALUE! M-071

Labour Mate/Supervisor

day

0.14

input #VALUE!

L-12

Mazdoor

day

3.50

input #VALUE!

L-13

d) Overhead charges @ input on (b+c) e) Contractor's profit @ input on

#VALUE!

(b+c+d) Cost for 15 m = a+b+c+d+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! #VALUE! say #VALUE!

12.24 1100, 1600 & 1700

P&M017 P&M-

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with Pile diameter-1000 mmall lifts and lead

Page 63 of 346

Ref. to Sr No MoRT H Spec.

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

cum

7.85

#VALUE! #VALUE!

Item 12.11 (C) iv

construction ) Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another. Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump Loader I cum bucket capacity.

hour

6.00

input #VALUE!

P&M036

hour

0.50

input #VALUE!

P&M013

hour

6.00

hour

0.40

Rate included in piling rig #VALUE! input

Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite

hour

0.40

input #VALUE!

Unit = meter Taking output = 10 m a)

Materials PCC Grade M35

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C to ) (IV) Concrete be cast with a tremie pipe 200mm dia. b) Machinery( for boring and

c)

kg

350.00

P&M017 P&M-

048 input #VALUE! M-071

Labour Mate/Supervisor

day

0.16

input #VALUE!

L-12

Mazdoor

day

4.00

input #VALUE!

L-13

d) Overhead charges @ input on (b+c) e) Contractor's profit @ input on

#VALUE!

(b+c+d) Cost for 10 m = a+b+c+d+d+e

#VALUE!

#VALUE!

Rate per metre (a+b+c+d+e)/10

#VALUE! say #VALUE!

12.25

1100 & 1700

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with Pile diameter-1200 mmall lifts and lead Unit = meter Taking output = 9 m a)

Materials PCC Grade M35

cum

10.17

#VALUE! #VALUE!

Item 12.11 (C) iv

construction ) Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another. Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump Loader I cum bucket capacity.

hour

6.00

input #VALUE!

P&M036

hour

0.50

input #VALUE!

P&M013

hour

6.00

hour

0.50

Rate included in piling rig #VALUE! input

Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite

hour

0.50

input #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b) Machinery( for boring and

c)

kg

385.00

P&M017 P&M-

048 input #VALUE! M-071

Labour Mate/Supervisor

day

0.18

input #VALUE!

L-12

Mazdoor

day

4.50

input #VALUE!

L-13

d) Overhead charges @ input on (b+c) e) Contractor's profit @ input on

#VALUE!

(b+c+d) Cost for 9 m = a+b+c+d+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/9

#VALUE! #VALUE! say #VALUE!

Page 64 of 346

Ref. to Sr No MoRT H 12.26 Spec. 1100 & 1700

Description

Unit

Quantity

cum

17.66

Rate Rs

Remark Cost Rs s/ Input ref.

Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 750 mm Unit = Running meter Taking output = 40 metre a)

Materials PCC Grade M35

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) b) Materials Pile shoes

Item 12.11 (C) iv

i) C.I. shoes for the pile

Kg

160.00

input #VALUE! M-080

ii) M.S. clamps for shoe @ 35 Kg per pile of m helmet and cushion block on iii) 15 Steel

Kg

70.00

input #VALUE! M-124

Kg

50.00

input #VALUE! M-173

top of casing head during driving c) Machinery hour

6.00

input #VALUE!

P&M085

hour

0.50

input #VALUE!

P&M070

Mate/Supervisor

day

0.12

input #VALUE!

L-12

Mazdoor

day

3.00

input #VALUE!

L-13

Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories.. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling casing. d) steel Labour

e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 40 m = a+b+c+d+e

#VALUE!

#VALUE!

Rate per metre (a+b+c+d+e)/40

#VALUE! s

12.27

1100 & 1700

say #VALUE!

Note 1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate case analysis. 2.In steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 1000 mm Unit = Running meter Taking output = 30 metre a)

Materials PCC Grade M35

cum

23.55

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Pile shoes b) Materials

Item 12.11 (C) iv

i) C.I. shoes for the pile

Kg

160.00

input #VALUE! M-080

ii) M.S. clamps for shoe @ 35 Kg per pile of m helmet and cushion block on iii) 15 Steel

Kg

70.00

input #VALUE! M-124

Kg

50.00

input #VALUE! M-173

top of casing head during driving c) Machinery Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling steel casing. Page 65 of 346

hour

6.00

input #VALUE!

P&M085

hour

0.50

input #VALUE!

P&M070

Ref. to Sr No MoRT H Spec.

Remark Cost Rs s/ Input ref. input #VALUE! P&M013

Description

Unit

Quantity

Rate Rs

Hire and running charges for light crane for lowering reinforcement cage. d) Labour

hour

0.50

Mate/Supervisor

day

0.16

input #VALUE!

L-12

Mazdoor

day

4.00

input #VALUE!

L-13

e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 30 m = a+b+c+d+e

#VALUE!

#VALUE!

Rate per metre (a+b+c+d+e)/30

#VALUE! say #VALUE!

12.28

1100 & 1700

Note 1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate case analysis. 2.In steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 1200 mm Unit = Running meter Taking output = 20 metre a)

Materials PCC Grade M35

cum

22.61

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11(Materials C ) (IV) Pile shoes b)

Item 12.11 (C) iv

i) C.I. shoes for the pile

Kg

160.00

input #VALUE! M-080

ii) M.S. clamps for shoe @ 35 Kg per pile of m helmet on top of casing head iii) 15 Steel

Kg

70.00

input #VALUE! M-124

Kg

50.00

input #VALUE! M-173

driving c) during Machinery hour

6.00

input #VALUE!

P&M085

hour

0.50

input #VALUE!

P&M070

Mate/Supervisor

day

0.18

input #VALUE!

L-12

Mazdoor

day

4.50

input #VALUE!

L-13

Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling casing. d) steel Labour

e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 20 m = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/20

#VALUE! #VALUE! say #VALUE!

12.29

1100 & 1700

Note 1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate case analysis. 2.In steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 500 mm Unit = Running Meter

Page 66 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

cum

11.78

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 60 m a)

Materials RCC Grade M35

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

Item 12.11 (F) iv

a) C.I Shoes

Kg

240.00

input #VALUE! M-080

b) M.S. shoes

Kg

105.00

input #VALUE! M-125

Kg

30.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane20 t capacity Vibrating Pile driving hammer complete with power unit and accessories. d) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M073 P&M092

Mate/Supervisor

day

0.12

input #VALUE!

L-12

Mazdoor

day

3.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 60 m = a+b+c+d+e+f

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e+f)/60

#VALUE! say #VALUE!

12.30

1100 & 1700

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 750 mm Unit = Running Meter Taking output = 50 m a)

Materials RCC Grade M35

cum

22.08

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

Item 12.11 (F) iv

a) C.I. shoes

Kg

160.00

input #VALUE! M-080

b) M.S. shoes

Kg

70.00

input #VALUE! M-125

Kg

40.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 40 T capacity Vibrating Pile driving hammer complete with power unit and accessories. d) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M074 P&M092

Mate/Supervisor

day

0.16

input #VALUE!

L-12

Mazdoor

day

4.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 50 m = a+b+c+d+e+f

#VALUE!

Rate per metre (a+b+c+d+e+f)/50

#VALUE! #VALUE! #VALUE! say #VALUE!

Page 67 of 346

Ref. to Sr No MoRT H Spec.

12.31

1100 & 1700

Description

Unit

Quantity

cum

31.40

Rate Rs

Remark Cost Rs s/ Input ref.

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 1000 mm Unit = Running Meter Taking output = 40 m a)

Materials RCC Grade M35

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

Item 12.11 (F) iv

a) C.I. shoes for the pile

Kg

160.00

input #VALUE! M-080

b) M.S. shoes @ 35 Kg per pile of 15 m

Kg

70.00

input #VALUE! M-125

Kg

50.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 50 t capacity. Vibrating Pile driving hammer complete with power unit and accessories. d) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M011 P&M092

Mate/Supervisor

day

0.20

input #VALUE!

L-12

Mazdoor

day

5.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 40 m = a+b+c+d+e+f

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e+f)/40

#VALUE! say #VALUE!

12.32

1100 &170 0

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 300 mm x 300 mm Unit = Running Meter Taking output = 60 m a)

Materials

RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

cum

5.40

#VALUE! #VALUE!

Item 12.11 (F) iv

a) C I shoes

kg

240.00

input #VALUE! M-080

b) M. S shoes

kg

105.00

input #VALUE! M-125

Kg

30.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 10 tonne capacity Vibrating Pile driving hammer complete with power unit and accessories. d ) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M071 P&M092

Mate/Supervisor

day

0.12

input #VALUE!

L-12

Mazdoor

day

3.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. Page 68 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

(b+c+d+e) Cost for 60 m = a+b+c+d+e+f

#VALUE!

Rate per metre (a+b+c+d+e+f)/60

#VALUE! say #VALUE!

12.33

1100 &170 0

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 500 mm x 500 mm Unit = Running Meter Taking output = 50 m a)

Materials

RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

cum

12.50

#VALUE! #VALUE!

Item 12.11 (F) iv

a) C I shoes

kg

160.00

input #VALUE! M-080

b) M. S shoes

kg

70.00

input #VALUE! M-125

Kg

30.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 20 tonne capacity Vibrating Pile driving hammer complete with power unit and accessories. d ) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M073 P&M092

Mate/Supervisor

day

0.16

input #VALUE!

L-12

Mazdoor

day

4.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 50 m = a+b+c+d+e+f

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e+f)/50

#VALUE! say #VALUE!

12.34

1100 &170 0

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 750 mm x 750 mm Unit = Running Meter Taking output = 40 m a)

Materials

RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 13.11( F ) (IV) b ) Material

cum

22.50

#VALUE! #VALUE!

Item 12.11 (F) iv

Pile shoes a) C I shoes

kg

160.00

input #VALUE! M-080

b) M. S shoes

kg

70.00

input #VALUE! M-125

Kg

30.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 20 tonne capacity

hour

6.00

input #VALUE!

Vibrating Pile driving hammer complete with power unit and accessories.

hour

6.00

input #VALUE!

Page 69 of 346

P&M073 P&M092

Ref. to Sr No MoRT H Spec.

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate/Supervisor

day

0.18

input #VALUE!

L-12

Mazdoor

day

4.50

input #VALUE!

L-13

d ) Labour

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 40 m = a+b+c+d+e+f

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e+f)/40

#VALUE! say #VALUE!

12.35 1100, 1900

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven Vertical Steel Piles complete as per Drawing and & Technical Specification Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 70 m a)

Materials

Structural steel including 5 per cent wastage @ 82.20 kg/m b) Machinery Crane 10 T capacity Vibrating Pile driving hammer complete with power unit and other accessories. c) Labour

tonnes

6.04

input #VALUE! M-179

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M071 P&M092

Mate/Supervisor

day

0.12

input #VALUE!

L-12

Mazdoor

day

3.00

input #VALUE!

L-13

Add 0.5 per cent of (a+b+c) for providing steel helmet on top of pile head during driving, stacking of piles at site, providing anti-corrosion treatment other imponderables d) and Overhead charges @ during input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 70 m = a+b+c+d+e

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/70

#VALUE! say #VALUE!

12.36

1100 &190 0

Driven Vertical Steel Piles complete as per Drawing and & Technical Specification Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 60 m a)

Materials

Structural steel including 5 per cent wastage @92.50 kg/m b) Machinery Crane 10 T capacity Vibrating Pile driving hammer complete with power unit and accessories. c) Labour

tonnes

5.83

input #VALUE! M-179

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M071 P&M092

Mate/Supervisor

day

0.14

input #VALUE!

L-12

Mazdoor

day

3.50

input #VALUE!

L-13

Add 0.5 per cent of (a+b+c) for providing steel helmet and cushion block on top of pile head during driving, stacking of piles at site, providing anticorrosive treatment and other during installation. d) imponderables Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Page 70 of 346

#VALUE!

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Cost for 60 m = a+b+c+d+e Rate per metre (a+b+c+d+e)/60

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 12.37

1100

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Unit = 1 MT Taking output = 1 MT

12.38 1100, 1500 &170 0

a) Initial and routine load test

tonne

1.00

300.00

b) Lateral load test

tonne

1.00

5000.00

Note Although, this item is incidental to work and is not required to be included in BOQ of contract, the same is required to be added in the estimate to assess cost of work. Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification A RCC Grade M20 Unit = cum Taking output = 15 cum (i)

Using Concrete Mixer a)

Material Cement

tonne

5.12

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor for concreting

day

20.00

input #VALUE!

L-13

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery

day

1.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator (capacity 33 KVA)

hour

6.00

input #VALUE!

P&M009 P&M-

b)

Labour

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

(ii) 12.38A

Using Batching Plant, Transit Mixer and Concrete Pump a) Material Cement

b)

tonne

5.12

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-004

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.16

input #VALUE!

L-12

Mason

day

0.38

input #VALUE!

L-10

Mazdoor for concreting

day

2.50

input #VALUE!

L-13

day

1.00

input #VALUE!

L-13

P&M002 P&M-

Labour

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery Batching Plant @ 20 cum/hour

hour

0.75

input #VALUE!

Generator 100 KVA

hour

0.75

input #VALUE!

Loader (capacity 1 cum)

hour

0.75

input #VALUE!

080 P&M017

input #VALUE!

P&M049

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km

hour

Page 71 of 346

2.00

Ref. to Sr No MoRT H Spec.

Description

Unit

Lead beyond 1 Km, L - lead in Kilometer tonne.k m

Concrete Pump

hour

Quantity 37.5L

0.75

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! Lead =input km & P&M050 input #VALUE! P&M#VALUE! 007

Rate Rs

#VALUE! #VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.38

Note The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching B RCC Grade plant. M25 Unit = cum Taking output = 15 cum (i)

Using Concrete Mixer a)

Material Cement

tonne

5.99

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor for concreting

day

20.00

input #VALUE!

L-13

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery

day

1.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator (capacity 33 KVA)

hour

6.00

input #VALUE!

P&M009 P&M-

b)

Labour

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.38B

(ii)

Using Batching Plant, Transit Mixer and Concrete Pump a) Material Cement

b)

tonne

5.99

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-004

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.16

input #VALUE!

L-12

Mason

day

0.38

input #VALUE!

L-10

Mazdoor for concreting

day

2.50

input #VALUE!

L-13

day

1.00

input #VALUE!

L-13

P&M002 P&M-

Labour

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery Batching Plant @ 20 cum/hour

hour

0.75

input #VALUE!

Generator 125 KVA

hour

0.75

input #VALUE!

Loader (capacity 1 cum)

hour

0.75

input #VALUE!

018 P&M017

input #VALUE!

P&M049

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km

hour

Page 72 of 346

2.00

Ref. to Sr No MoRT H Spec.

Description

Unit

Lead beyond 1 Km, L - lead in Kilometer tonne.k m

Concrete Pump

hour

Quantity 37.5L

0.75

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! Lead =input km & P&M050 input #VALUE! P&M#VALUE! 007

Rate Rs

#VALUE! #VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.38

Note The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching C RCC Grade plant. M30 Unit = cum Taking output = 15 cum (i)

Using Concrete Mixer a)

Material Cement

tonne

6.10

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor for concreting

day

20.00

input #VALUE!

L-13

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery

day

1.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator (capacity 33 KVA)

hour

6.00

input #VALUE!

P&M009 P&M-

b)

Labour

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

(ii) '12.38 C

Using Batching Plant, Transit Mixer and Concrete Pump a) Material Cement

b)

tonne

6.10

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-004

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.16

input #VALUE!

L-12

Mason

day

0.38

input #VALUE!

L-10

Mazdoor for concreting

day

2.50

input #VALUE!

L-13

day

1.00

input #VALUE!

L-13

P&M002 P&M-

Labour

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery Batching Plant @ 20 cum/hour

hour

0.75

input #VALUE!

Generator 100 KVA

hour

0.75

input #VALUE!

Loader (capacity 1 cum)

hour

0.75

input #VALUE!

080 P&M017

input #VALUE!

P&M049

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km

hour

Page 73 of 346

2.00

Ref. to Sr No MoRT H Spec.

Description

Unit

Lead beyond 1 Km, L - lead in Kilometer tonne.k m

Concrete Pump

hour

Quantity 37.5L

0.75

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! Lead =input km & P&M050 input #VALUE! P&M#VALUE! 007

Rate Rs

#VALUE! #VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.38

Note The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching D RCC Grade plant. M35 Unit = cum Taking output = 15 cum (i)

Using Concrete Mixer a)

Material Cement

tonne

6.33

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor

day

20.00

input #VALUE!

L-13

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery

day

1.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator (capacity 33 KVA)

hour

6.00

input #VALUE!

P&M009 P&M-

b)

Labour

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

(ii) '12.38 D

Using Batching Plant, Transit Mixer and Concrete Pump a) Material Cement

b)

tonne

6.33

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-004

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.16

input #VALUE!

L-12

Mason

day

0.38

input #VALUE!

L-10

Mazdoor for concreting

day

2.50

input #VALUE!

L-13

day

1.00

input #VALUE!

L-13

P&M002 P&M-

Labour

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery Batching Plant @ 20 cum/hour

hour

0.75

input #VALUE!

Generator 125 KVA

hour

0.75

input #VALUE!

Loader (capacity 1 cum)

hour

0.75

input #VALUE!

018 P&M017

input #VALUE!

P&M049

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km

hour

Page 74 of 346

2.00

Ref. to Sr No MoRT H Spec.

Description

Unit

Lead beyond 1 Km, L - lead in Kilometer tonne.k m

Concrete Pump

hour

Quantity 37.5L

0.75

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges [email protected] input on d) Labour Overhead (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! Lead =input km & P&M050 input #VALUE! P&M#VALUE! 007

Rate Rs

#VALUE! #VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.39

1100 &170 0

Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

4.13

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm aggregate

cum

8.10

input #VALUE! M-055

20 mm Aggregate

cum

4.05

input #VALUE! M-053

10 mm Aggregate

cum

1.35

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.40

1600

Supplying, Fitting and Placing uncoated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Unit = 1 MT Specifications. Taking output = 1 MT a)

Material HYSD bars including5 per cent overlaps and wastage Binding wire

b) Labour for cutting, bending, shifting to site, tying and placing in position Mate

tonne

1.05

input #VALUE! M-082

Kg

6.00

input #VALUE! M-072

day

0.40

input #VALUE!

L-12

Blacksmith

day

2.00

input #VALUE!

L-02

Mazdoor

day

6.00

input #VALUE!

L-13

#VALUE! #VALUE! #VALUE! say #VALUE! 12.41

1600

Supplying, fitting and placing uncoated Mild steel reinforcement complete in foundation as per drawing and technical Unit = 1 MT specification Taking output = 1 MT a)

Material Page 75 of 346

Ref. to Sr No MoRT H Spec.

Description MS bars including 5 per cent overlaps and wastage Binding wire b) Labour for straightening, cutting, bending, shifting to site, tying andMate placing in position

Unit

Quantity

tonne

1.05

Remark Cost Rs s/ Input ref. input #VALUE! M-126

Kg

6.00

input #VALUE! M-072

Rate Rs

day

0.43

input #VALUE!

L-12

Blacksmith

day

2.25

input #VALUE!

L-02

Mazdoor

day

6.50

input #VALUE!

L-13

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate for per MT (a+b+c+d)

#VALUE! #VALUE! #VALUE! say #VALUE!

Page 76 of 346

CHAPTER-13 SUB-STRUCTURE

Ref. to Sr No MoRT H 13.1 Spec. 1300 & 2200

Description

Unit

Quantity

each cum

500.00 0.24

Rate Rs

Remark Cost Rs s/ Input ref.

Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications Unit = cum Taking output = 1 cum a) Material Bricks Ist class Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) b) Labour Mate Mason Mazdoor Add for scaffolding @ 5 per cent of cost of material and labour c) Overhead charges @ input on d) Contractor's profit @ input on Rate per cum (a+b+c+d)

13.2 1300 & 2200

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications Unit = 10 sqm Taking output = 10 sqm a) Material Cement mortar 1:3 (Rate as in Item ) b) 12.6 Labour Mate Mason Mazdoor c) Overhead charges @ input on d) Contractor's profit @ input on Rate per 10 sqm (a+b+c+d)

Note 13.3 1300 & 2200

Scaffolding is already included in item 13.1 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications Unit = 10 sqm Taking output = 10 sqm a) Material Cement mortar 1:3 (Rate as in Item 12.6) b) Labour Mate Mason Mazdoor c) Overhead charges @ input on d) Contractor's profit @ input on Rate per 10 sqm (a+b+c+d)

Note

day day day

0.06 0.80 0.80

input #VALUE! M-079 #VALUE! #VALUE! Item 12.6 (A) input #VALUE! input #VALUE! input #VALUE! #VALUE!

L-12 L-11 L-13

#VALUE! #VALUE! #VALUE! say #VALUE!

cum

0.03

#VALUE! #VALUE!

day day day

0.04 0.50 0.50

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

cum

0.144

#VALUE! #VALUE!

day day day

0.04 0.50 0.50

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

cum No

1.00 7.00

input #VALUE! M-148 input #VALUE! M-182

cum

0.33

Item 12.6 (A) L-12 L-11 L-13

Item 12.6 (A) L-12 L-11 L-13

1.Scaffolding is already included in item no. 2.The number of masons and Mazdoors already catered in the cement mortar have been taken into account while providing these categories in brick masonry, pointing and plastering. Stone masonry work in cement mortar

13.4 1400 & 2200 A

1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 1 cum a) Material Stone Through and bond stone (7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) Page 1 of 346

#VALUE! #VALUE!

Item 12.6 (A)

Ref. to Sr No MoRT H Spec.

Description Labour Mate Mason Mazdoor Add for scaffolding @ 5 per cent of cost of a) Material and b) Labour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Unit

Quantity

day day day

0.10 1.20 1.20

Rate Rs

Remark Cost Rs s/ Input ref.

b)

input #VALUE! input #VALUE! input #VALUE! #VALUE!

L-12 L-11 L-13

#VALUE! #VALUE!

(a+b+c) Rate per cum (a+b+c+d)

#VALUE! say #VALUE!

13.4

B

Coursed rubble masonry (first sort ) Unit = cum Taking output = 1 cum a)

Material Stone

cum

1.10

input #VALUE! M-148

Through and bond stone

each

7.00

input #VALUE! M-182

cum

0.30

#VALUE! #VALUE!

Mate

day

0.12

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

1.50

input #VALUE!

L-13

(7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) b) Labour

Add for scaffolding @ 5 per cent of cost of material and labour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Item 12.6 (A)

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per cum (a+b+c+d)

#VALUE! say #VALUE!

13.4

C

Ashlar masonry ( first sort ) Plain ashlar Unit = cum Taking output = 1 cum a)

Material Stone

cum

1.11

input #VALUE! M-169

Through and bond stone

each

7.00

input #VALUE! M-182

cum

0.33

#VALUE! #VALUE!

Mate

day

0.20

input #VALUE!

L-12

Mason

day

2.50

input #VALUE!

L-11

Mazdoor

day

2.50

input #VALUE!

L-13

(7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) b) Labour for masonry work

Add for scaffolding @ 5 per cent of cost of a) Material and b) Labour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per cum (a+b+c+d)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note

The labour already considered in the cement mortar have been taken into account while providing these categories in the stone masonry works. Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Unit = cum

13.5 1500, 1700 & 2200

Taking output = 1 cum A

PCC Grade M15

(p) Height upto 5m

Page 2 of 346

Item 12.6 (A)

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Same as Item 12.8 (A) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, machinery. Per Cum labour Basic and Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (A) d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

Rate Rs

Remark Cost Rs s/ Input ref.

#VALUE! Item 12.8 (A)

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5

B

PCC Grade M20

(p) Height upto 5m Same as Item 12.8 (B) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, machinery. Per Cum labour Basic and Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (B) d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE! Item 12.8 (B) PCC

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5

C

PCC Grade M25

(p) Height upto 5m Same as Item 12.8 (D) upto 5 m height with the only change that the provision of form work shall be 10 per cent instead of 3.75 per cent of cost of material, labour and machinery. concrete Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE! Item 12.8 (D)

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 C (p)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! Item 12.8 (D)

10.00

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

13.5 C

(q) Height 5m to 10m Same as Item 12.8 (D) with the following changes: (i) Add 2 per cent of cost of material, Labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 12 per cent insteadconcrete of 3.75 per cent of cost of material, Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I Page 3 of 346

#VALUE! Item 12.8 (D)

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 C (q)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 C

(r) Height above 10m Same as Item 12.8 (D) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent insteadconcrete of 3.75 per cent of cost of material, Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE! Item 12.8 (D)

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 C (r)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! Item 12.8 (D)

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

13.5

D PCC Grade M30 (p) Height upto 5m Same as Item 12.8 (F) upto 5 m height with the only change that the provision of form work shall be 10 per cent instead of 3.50 per cent of cost of material, labour and machinery. concrete Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I Page 4 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D (p)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D

(q) Height 5m to 10m Same as Item 12.8 (F) with the following changes: (i) Add 2 per cent of cost of material, Labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 12 per cent insteadconcrete of 3.50 per cent of cost of material, Cas Using Mixer eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D (q)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D

(r) Height above 10m Same as Item 12.8 (F) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent insteadconcrete of 3.50 per cent of cost of material, Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Page 5 of 346

#VALUE!

15.00

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

Quantity 4.00

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D (r)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5

E

RCC Grade M20

(p) Height upto 5m Same as Item 12.8 (C) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, labour and machinery. Cas Using concrete Mixer eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 E (p)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 E

(q) Height 5m to 10m For height, upto 10m, add 2 per cent of cost as above excluding formwork. For cost of formwork add 12 per cent of cost of material, labour and machinery instead of 4 per cent . concrete Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE! #VALUE!

Page 6 of 346

Ref. to Sr No MoRT H Spec. 13.5 E (q)

Description

Unit

Quantity

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 E

(r) Height above 10m Same as Item 12.8 (C) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent insteadconcrete of 4 per Mixer cent of cost of material, Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 E (r)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5

F

RCC Grade M25

(p) Height upto 5m Same as Item 12.8 (E) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead concrete Mixerof 3.75 per cent . Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

10.00

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

13.5 F (p)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Page 7 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

10.00

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE!

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 F

(q) Height 5m to 10m For height, upto 10m, add 1.8 per cent of cost as above excluding formwork. For cost of formwork add 11.8 per cent of cost of material, labour and machinery concrete Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork Add 11.8 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.8 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

11.80

#VALUE!

1.80

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 F (q)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork Add 11.8 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.8 per cent of cost of

(A) Usage Rates of Plant and Machinery Sl. No.

Description of Machine

Activity General Purpose

Output of Machine

Output

Unit

Rate

P&M-001

Air Compressor

capacity in cfm

170/250

hour

input

P&M-002

Batching and Mixing Plant (a) 30 cum Concrete Mixing capacity

cum/hour

20

hour

input

P&M-003

Batching and Mixing Plant (b) 15 - 20 Concrete Mixing cum capacity

cum/hour

13

hour

input

P&M-004

Bitumen Pressure Distributor

Applying bitumen tack coat

sqm/hour

1750

hour

input

P&M-005

Bitumen Spraying

P&M-008

Bitumen Boiler oil fired Concrete Paver Finisher with 40 HP Motor Concrete Pump of 45 & 30 cum capacity Concrete Bucket

P&M-009

Concrete Mixer (a) 0.4/0.28 cum

P&M-010

Concrete Mixer (b) 1 cum

P&M-011

Crane (a) 80 tonnes

P&M-012

capacity in litre

1500

hour

input

Paving of concrete surface

cum / hour

20

hour

input

Pumping of concrete

cum / hour

33 / 22

hour

input

For Pouring concrete

capacity in cum

1

hour

input

Concrete Mixing

cum/hour

2.5

hour

input

Concrete Mixing

cum/hour

7.5

hour

input

Lifting Purpose

hour

input

Cranes b) 35 tonnes

Lifting Purpose

hour

input

P&M-013

Cranes c) 3 tonnes

Lifting Purpose

hour

input

P&M-014

Dozer D - 80 - A 12

Spreading /Cutting / Clearing

cum/hour

300/ 150/250

hour

input

P&M-015

Dozer D - 50 - A 15

Spreading /Cutting / Clearing

cum/hour

200/ 120/150

hour

input

P&M-016

Applying emulsion tack coat Soil loading / Aggregate loading Genration of electric Energy

sqm/hour

1750

hour

input

cum/hour

60 /25

hour

input

P&M-018

Emulsion Pressure Distributor Front End loader 1 cum bucket capacity Generator (a) 125 KVA

KVA

100

hour

input

P&M-019

Generator( b) 63 KVA

Genration of electric Energy

KVA

50

hour

input

P&M-020

GSB Plant 50 cum

Producing GSB

cum/hour

40

hour

input

P&M-021

Hotmix Plant - 120 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

40

hour

input

P&M-022

Hotmix Plant - 100 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

30

hour

input

P&M-023

Hotmix Plant - 60 to 90 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

25

hour

input

P&M-024

Hotmix Plant - 40 to 60 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

17

hour

input

P&M-025

Hydraulic Chip Spreader

Surface Dressing

sqm/hour

1500

hour

input

P&M-026

Soil Ordinary/Soil Marshy / Soil Hydraulic Excavator of 1 cum bucket Unsuitable

cum/hour

60 /60 /60

hour

input

P&M-027

Integrated Stone Crusher 100THP

Crushing of Spalls

TPH

100

hour

input

P&M-028

Integrated Stone Crusher 200 HP

Crushing of Spalls

TPH

200

hour

input

P&M-029

Kerb Casting Machine

Kerb Making

Rm/hour

80

hour

input

P&M-030

Mastic Cooker

Mastic Wearing coat

capacity in tonne

1

hour

input

P&M-031

Mechanical Broom Hydraulic

Surface Cleaning

sqm/hour

1250

hour

input

P&M-032

Motor Grader 3.35 mtr blade

Clearing /Spreading /GSB /WBM

cum/hour

200/200/50/50

hour

input

P&M-033

Mobile slurry seal equipment

Mixing and laying slurry seal

sqm/hour

2700

hour

input

P&M-034

Paver Finisher Hydrostatic with sensor Paving of DBM/ BM/SDC/ control 100 TPH Premix

cum/hour

40

hour

input

P&M-035

Paver Finisher Mechanical 100 TPH

Paving of WMM /Paving of DLC

cum/hour

40/30

hour

input

P&M-036

Piling Rig with Bantonite Pump

0.75 m dia to 1.2 m dia Boring attachment

Rm/hour

2 to 3

hour

input

P&M-037

Pneumatic Road Roller

Rolling of Asphalt Surface

cum/hour

25

hour

input

P&M-038

Pneumatic Sinking Plant

Pneumatic Sinking of wells

cum/hour

1.5 to 2.00

hour

input

P&M-039

Pot Hole Repair Machine

Repair of potholes

cum/hour

4

hour

input

P&M-040

Prestressing Jack with Pump & access Stressing of steel wires/stands

hour

input

P&M-041

Ripper

Scarifying

cum/hour

60

hour

input

P&M-042

Rotavator

Scarifying

cum/hour

25

hour

input

P&M-043

Road marking machine

Sqm/hour

100

hour

input

P&M-044

Smooth Wheeled Roller 8 tonne

cum/hour

70/25

hour

input

P&M-045

Tandem Road Roller

Road marking Soil Compaction /BM Compaction Rolling of Aspalt Surface

cum/hour

30

hour

input

Tipper - 5 cum

Transportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

5.5

km

input

Tipper - 5 cum

Transportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

5.5

Tipper - 5 cum

Transportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

5.5

P&M-006 P&M-007

P&M-017

P&M-046 P&M-047 P&M-048

Page 1 of 346

tonne.km input hour

input

P&M-049

Transit Mixer 4.0/4.5 cum

Transportation of Concrete Mix to site

cum/hour

4.5

P&M-050

Transit Mixer 4/4.5 cum

Transportation of Concrete Mix to site

cum/hour

4.5

Transit Mixer 3.0 cum

Transportation of Concrete Mix to site

cum/hour

3

P&M-052

Transit Mixer 3.0 cum

Transportation of Concrete Mix to site

cum/hour

3

P&M-053

Tractor

Pulling

capacity in HP

50

P&M-054

Tractor with Rotevator

Rate of Tractor + Rotevator

P&M-055

Tractor with Ripper

Rate of Tractor 6+ Ripper

P&M-056

Truck 5.5 cum per 10 tonnes

Material Transport

capacity/cum

4.5

P&M-057

Truck 5.5 cum per 10 tonnes

Material Transport

capacity/cum

4.5

P&M-058

Truck 5.5 cum per 10 tonnes

Material Transport

capacity/cum

4.5

P&M-059

Vibratory Roller 8 tonne

Earth or soil / GSB / WBM

cum/hour

100/60/60

hour

input

P&M-060

Water Tanker

Water Transport

capacity in KL

6

hour

input

P&M-061

Water Tanker

Water Transport

capacity in KL

6

km

input

P&M-062

Wet Mix Plant 60 TPH

Wet Mix

cum/hour

25

hour

input

P&M-051

Sl. No.

hour

input

tonne.km input hour

input

tonne.km input hour

input

hour

input

hour

input

km

input

hour

input

tonne.km input

Description of Machine

Unit

P&M-063

Air compressor with pneumatic chisel attachment for cutting hard clay.

hour

input

P&M-064

Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour

hour

input

P&M-065

Belt conveyor system

hour

input

P&M-066

Boat to carry atleast 20 persons

hour

input

P&M-067

Cement concrete batch mix plant @ 175 cum per hour (effective output)

hour

input

P&M-068

Cement concrete batch mix plant @ 75 cum per hour

hour

input

P&M-069

Cold milling machine @ 20 cum per hour

hour

input

P&M-070

Crane 5 tonne capacity

hour

input

P&M-071

Crane 10 tonne capacity

hour

input

P&M-072

Crane 15 tonne capacity

hour

input

P&M-073

Crane 20 tonne capacity

hour

input

P&M-074

Crane 40 T capacity

hour

input

P&M-075

Crane with grab 0.75 cum capacity

hour

input

P&M-076

Compressor with guniting equipment along with accessories

hour

input

P&M-077

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.

hour

input

P&M-078

Epoxy Injection gun

hour

input

P&M-079

Generator 33 KVA

hour

input

P&M-080

Generator 100 KVA

hour

input

P&M-081

Generator 250 KVA

hour

input

P&M-082

Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.

hour

input

P&M-083

Joint Cutting Machine with 2-3 blades (for rigid pavement)

hour

input

P&M-084

Jack for Lifting 40 tonne lifting capacity.

day

input

P&M-085

Piling rig Including double acting pile driving hammer (Hydraulic rig)

hrs

input

P&M-086

Plate compactor

hour

input

P&M-087

Snow blower equipment 140 HP @ 600 cum per hour

hour

input

P&M-088

Texturing machine (for rigid pavement)

hour

input

P&M-089

Truck Trailor 30 tonne capacity

hour

input

P&M-090

Truck Trailor 30 tonne capacity

Rate

t.km

input

P&M-091

Tunnel Boring machine

hour

input

P&M-092

Vibrating Pile driving hammer complete with power unit and accessories.

hour

input

P&M-093

Wet Mix Plant 100 TPH

hour

input

P&M-094

Wet Mix Plant 75 TPH

input

Page 2 of 346

(B) Labour Sl. No.

Description of Labour

Unit

Rate

L-01

Blacksmith (IInd class)

day

input

L-02

Blacksmith (Ist class)/ Welder/ Plumber/ Electrician

day

input

L-03

Blaster (Stone cutter)

day

input

L-04

Carpenter I Class

day

input

L-05

Chiseller (Head Mazdoor)

day

input

L-06

Driller (Jumper)

day

input

L-07

Diver

day

input

L-08

Fitter

day

input

L-09

Mali

day

input

L-10

Mason (IInd class)

day

input

L-11

Mason (Ist class)

day

input

L-12

Mate / Supervisor

day

input

L-13

Mazdoor

day

input

L-14

Mazdoor/Dresser (Semi Skilled)

day

input

L-15

Mazdoor/Dresser/Sinker (Skilled)

day

input

L-16

Medical Officer

day

input

L-17

Operator(grouting)

day

input

L-18

Painter I class

day

input

L-19

Para medical personnel

day

input

(C) Materials Sl. No.

Description

Unit

Rate

M-001

Stone Boulder of size 150 mm and below at Cruser Plant

cum

input

M-002

Supply of quarried stone 150 - 200 mm size for Hand Broken at site

cum

input

M-003

Boulder with minimum size of 300 mm for Pitching at Site

cum

input

M-004

Coarse sand at Mixing Plant

cum

input

M-005

Coarse sand at Site

cum

input

M-006

Fine sand at Site

cum

input

M-007

Moorum at Site

cum

input

M-008

Gravel/Quarry spall at Site

Cum

input

M-009

Granular Material or hard murrum for GSB works at Site

Cum

input

M-010

Granular Material or hard murrum for GSB works at Mixing Plant

Cum

input

M-011

Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant

Cum

input

M-012

Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) Page 3 of 346

Cum

input

Description

Unit

Rate at Plant Rate at Site (HMP/Batc hing)

Sr No 1.1

1.4

1.4(I)

Ref. to MoRTH Spec.

Description

Unit

Loading and unloading of stone boulder / stone aggregates / sand / kanker tipper / moorum. Placing at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return Unit : trip cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point ii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour iii) Maneuvering, reversing, dumping and turning for return iv) Waiting time, unforeseen Total a) Machinery Tipper 5.5 tonnes capacity Front end-loader 1 cum bucket capacity @ 25 cum/hour b) Overheads @ input on (a) c) Contractors profit @ input on (a+b) Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/ 5.5 Note Unloading will be by tipping. Cost of Haulage Excluding Loading and Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unit : t.km Taking output 10 tonnes load and lead 10 km = 100 t.km Case I Surfaced Road Speed with load : 25 km / hour. Speed while Returning empty : 35 km / a) Machinery. i) Tipper 10 tonne capacity Time taken for onward haulage with Time taken for empty return trip. b) Overheads @ input on (a) c) Contractors profit @ input on (a+b) cost for 100 t km = a+b+c Rate per t.km = (a+b+c)/100

Remark QuantityRate Rs Cost Rs s/ Input ref.

1 Min 13 Min 2 Min 4 Min 20 Min hour hour

0.330 input 0.330 input

say

hour hour

0.400 input 0.290 input

say 1.4(II)

Case II Unsurfaced Gravelled Road Speed with load : 20 km / hour Speed for empty return trip : 30 km / hour a)Machinery Tipper 10 tonnes capacity Time taken for onward hanlage with Time taken for empty return trip b) Overheads @ input on (a) c) Contractors profit @ input on (a+b)

Page 4 of 346

hour hour

0.500 input 0.330 input

#VALUE! #VALUE!

P&MP&M017

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

P&MP&M-

#VALUE! #VALUE! #VALUE! #VALUE!

P&MP&M-

Cost for 100 t .km = a+b+c Rate per t.Km = (a+b+c)/100 say 1.4(III) Case III Katcha Track and Track in river bed / nallah bed and choe bed. Speed with load : 10 km / hour Speed while returning empty : 15 km / a) Machinery I) Tipper 10 tonnes capacity Time taken for onward haulage Time taken for empty return trip b) Overheads @ input on (a) c) Contractors profit @ input on (a+b) Cost for 100 t .km = a+b+c Rate per t.Km = (a+b+c)/100

hour hour

1.000 input 0.670 input

say 1.5

#VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

P&MP&M-

Hand Broken Stone Aggregates 63 mm nominal Supply ofsize quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) and stacking as directed Unit : cum Taking output = 1 cum a)

b)

Labour Mate

day

0.060 input

#VALUE!

L-12

Mazdoor

day

1.500 input

#VALUE!

L-13

cum

1.100 input

#VALUE! M-002

Material

Supply of quarried stone 150 - 200 mm c) size Overheads @ input on (a+b)

#VALUE!

d) Contractors profit @ input on (a+b+c) Rate per cum = a+b+c+d

#VALUE! #VALUE! say

1.6

#VALUE!

Crushing of stone aggregates 13.2 mm nominal size. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone of 13 mm nominal size. Unit :aggregates cum Taking Output = 600 cum at crusher a) Labour Mate Mazdoor Skilled Mazdoor including breaking of any b) Material Stone Boulder of size 150 mm and c) Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity d) Overheads @ input on (a+b+c)

Page 5 of 346

day day day

0.760 input 2.000 input 17.000 input

#VALUE! #VALUE! #VALUE!

cum

800.000 input

Hour

6.000 input

#VALUE!

Hour Hour

20.000 input 20.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-14 L-13

#VALUE! M-001 P&M028 P&MP&M-

e) Contractors profit @ input on Cost for 600 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)*0.95/600 say Note

#VALUE! #VALUE! #VALUE! #VALUE!

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 95% of above cost will be attributed to the production of 600 cum of stone chips of 13.2 mm size and balance 5% to the production of stone dust which comes out as aThe by-product. 3. integrated stone crusher includes primary and secondary crushing units.

1.7

Crushing of stone aggregates 20 mm Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size. Unit : cum Taking Output = 670 cum at crusher a) Labour Mate Mazdoor Skilled Mazdoor including breaking of any size b) Material Stone Boulder of size 150 mm and c) Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity d) Overheads @ input on (a+b+c) e) Contractors profit @ input on Cost for 670 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)*0.90/670

day day day

0.760 input 2.000 input 17.000 input

cum

800.000 input

Hour

6.000 input

#VALUE!

Hour Hour

20.000 input 20.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

say Note

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 20 and 40 90% mm. of above cost will be attributed to 2. the production of 670 cum of stone aggregates of 20mm size and balance 10% will be for smaller size aggregates and stone which stone comescrusher out asincludes a by3. The dust integrated primary and secondary crushing units.

1.8

Crushing of stone aggregates 40 mm Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size. Unit : cum Taking Output = 750 cum at crusher a) Labour

Page 6 of 346

#VALUE! #VALUE! #VALUE!

L-12 L-14 L-13

#VALUE! M-001 P&M028 P&MP&M-

Mate Mazdoor Skilled Mazdoor b) Material Stone Boulder of size 150 mm and c) Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity d) Overheads @ input on (a+b+c) e) Contractors profit @ input on Cost for 750 cum = (a+b+c+d+e)x0.85 Rate per cum = (a+b+c+d+e)x0.85/750

day day day

0.760 input 2.000 input 17.000 input

cum

800.000 input

Hour

6.000 input

#VALUE!

Hour Hour

20.000 input 20.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

say Note

5.9

510

#VALUE! #VALUE! #VALUE!

L-12 L-14 L-13

#VALUE! M-001 P&M028 P&MP&M-

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 85% of above cost will be attributed to the production of 750 cum of stone aggregates of 40mm size and balance 15% will be for smaller size aggregates and stone which stone comescrusher out asincludes a by3. The dust integrated primary and secondary crushing units. Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller Unit = sqm Taking output = 9000 sqm Case -1:-19 mm nominal chipping size a)

b)

Labour Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

9.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

7.200 input

#VALUE!

hour

7.200 input

#VALUE!

P&M031 P&M-

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chipend spreader Front loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Bitumen pressure distributor

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Machinery

Smooth wheeled roller 8-10 tonne c) weight Material [email protected] 1.20 kg per sqm Crushed stone chipping,19 mm nominal size @ 0.015 cum per sqm d) Overheads @ input on (a+b+c) e) Contractors profit @ input on (a+b+c+d)

Page 7 of 346

001 P&M025 P&M048 P&M017 P&M004 P&M044

tonne 10.800 input

#VALUE! M-074

cum 135.000 input

#VALUE! M-053 #VALUE! #VALUE!

Cost for 9000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/9000

#VALUE! say

#VALUE!

Case - II13 mm nominal size chipping a)

b)

c)

Labour Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

9.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

7.200 input

#VALUE!

hour

7.200 input

#VALUE!

P&M031 P&M-

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chipend spreader Front loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Bitumen pressure distributor @ 1750 sqm per hour Vibratory roller 8-10 tonne weight

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne

9.000 input

#VALUE! M-074

cum 90.000 input

#VALUE! M-052

Machinery

Material [email protected] 1.00 kg per sqm

Crushed stone chipping,13 mm nominal size @ 0.01 cum per sqm d) Overheads @ input on (a+b+c)

5.15

516

004 P&M059

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 9000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/9000

#VALUE!

#VALUE! say

Note

001 P&M025 P&M048 P&M017 P&M-

#VALUE!

1.Where the proposed aggregate fails to pass the stripping test, an approved adhesion agent may be added to the binder as per clause 510.2.4. Alternatively, chips may be pre-coated per clause 2.Input for the as second coat,510.2.5 where required, will be the same as per the Ist coat mentioned above Slurry Seal

Providing andlaying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and Case I 5 mm thickness Unit = sqm Taking output = 16000 sqm (80 cum) Taking density of 2.2 tonnes per cum, weight of mix = 264 tonnes weight of mix = 176 tonnes a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Machinery

Page 8 of 346

c)

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment,bitumen emulsion and filler. tyred roller with individual Pneumatic wheel load not exceeding 1.5 tonnes Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

6.000 input

#VALUE!

hour

2.000 input

#VALUE!

P&M037 P&M060

Material Residual Binder @ 11 % of mix 80 x 2.2 x 0.11 Fine aggregate 4.75 mm and below 87 % of total mix,80 x 2.2 x 0.87 = 153.12 tonnes. Taking density1.5,= 153.12/1.5 = 102.08 Filler @ 2 cum % of total mix = 80 x 2.2 x 0.02 Cost of water

d)

P&M031 P&M001 P&M033 P&M-

tonne 19.360 input

#VALUE! M-077

cum 102.080 input

#VALUE! M-005

tonne

3.520 input

#VALUE! M-188

KL 12.000 input

#VALUE! M-189

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 16000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/16000

#VALUE!

#VALUE! say

#VALUE!

Case II 3 mm thickness Unit = sqm Taking output = 20000 sqm (60 cum) a)

b)

c)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment,bitumen emulsion and filler Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

2.000 input

#VALUE!

P&M060

Machinery

Material Residual Binder @ 13 % of mix = 60 x 2.2 0.13 Finexaggregate 3 mm and below 85 % of total mix, 60x 2.2 x 0.85 = 112.2 tonnes. density Filler @ Taking 2 % of total mix1.5, =60x 2.2 x 0.02 Cost of water

d)

tonne 17.160 input

#VALUE! M-077

cum 74.800 input

#VALUE! M-005

tonne

2.640 input

#VALUE! M-188

KL 12.000 input

#VALUE! M-189

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 30000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/20000

#VALUE!

#VALUE! say

Page 9 of 346

001 P&M033 P&M-

#VALUE!

Case III 1.5 mm thickness Unit = sqm Taking output = 24000 sqm (36 cum) a)

b)

c)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment,bitumen emulsion and filler. Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

2.000 input

#VALUE!

P&M060

Machinery

Material Residual Binder @ 16 % of mix, 36 x 2.2 x 0.16 Fine aggregate 2.36 mm and below,82 % of total mix,36x 2.2 x 0.82 = 64.94 tonnes. Taking density 1.5 Filler @ 2 % of total mix = 36x 2.2 x 0.02 Cost of water

d)

tonne 12.670 input

#VALUE! M-077

cum 43.300 input

#VALUE! M-022

tonne

1.580 input

#VALUE! M-188

KL 12.000 input

#VALUE! M-189

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 24000 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/24000

#VALUE!

#VALUE! say

Note

5.17

518

001 P&M033 P&M-

#VALUE!

1.Tack coat, if required to be provided, before laying slurry seal may be measured and paid separately Fog Spray Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous Unit = sqm Taking output = 10500 sqm a)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen emulsion pressure distributor @ 1750 sqm per hour c) Material

tonne

6.000 input

#VALUE!

tonne

7.880 input

#VALUE! M-077

b)

Machinery

Bitumenemulsion @ 0.75 kg per sqm d)

Overheads @ input on (a+b+c)

e) Contractors profit @ input on (a+b+c+d)

Page 10 of 346

#VALUE! #VALUE!

001 P&M004

Cost for 10500 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! say

#VALUE!

1.In case it is decided by the engineer to blind the fog spray, the following may be added a) Labour

c)

Mate

day

0.160 input

#VALUE!

L-12

Mazdoor for precoating of grit

day

4.000 input

#VALUE!

L-13

Material Crushed stone grit 3 mm size @ 3.75 kg per sqm Bitumenemulsion for precoating grit @

cum 26.250 input tonne

0.790 input

#VALUE! M-024 #VALUE! M-077

2 % of grit,39.38 x 0.02 #VALUE! #VALUE! say 5.21

522

#VALUE!

Crack Prevention Courses

Case - I Stress Absorbing Membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates Unit = sqm Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

tonne

9.450 input

#VALUE! M-078

cum 105.000 input

#VALUE! M-050

Machinery

Material Modified binder Crushed stone aggregates 5.6 mm size

d)

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e

#VALUE! #VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! say

Page 11 of 346

#VALUE!

001 P&M004 P&M025 P&M044

Case II

Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfem capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

Machinery

Material Modified binder Crushed stone chipping 11.2 mm size

d)

001 P&M004 P&M025 P&M044

tonne 11.550 input

#VALUE! M-078

cum 105.000 input

#VALUE! M-051

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE!

#VALUE! say

#VALUE!

Case III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50laying % Providing and a single coatn of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm Taking output = 10500 sqm a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfem capacity

001

Page 12 of 346

c)

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

Material Modified binder Crushed stone aggregates 11.2 mm size

d)

P&M004 P&M025 P&M044

tonne 15.750 input

#VALUE! M-078

cum 126.000 input

#VALUE! M-051

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e

#VALUE! #VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! say

#VALUE!

Case IV Case - IV : Bitumen Impregnated Geotextile Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause Unit = sqm Taking output = 3500 sqm a)

b)

Labour Mate

day

0.560 input

#VALUE!

L-12

Mazdoor

day 12.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

hour

2.800 input

#VALUE!

P&M031 P&M-

Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfem capacity Bitumen pressure distributor @ 1750 sqm per hour Pneumatic roller

c)

2.800 input

#VALUE!

2.000 input

#VALUE!

hour

2.000 input

#VALUE!

tonne

3.680 input

#VALUE! M-075

sqm

### input

#VALUE! M-108

Overheads @ input on (a+b+c)

#VALUE!

e) Contractors profit @ input on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/3500

#VALUE!

#VALUE! say

8.3

001 P&M004 P&M037

Material Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm Geotextile including 10 % for overlaps

d)

hour tonne

NOTE As bitumen overlay construction shallfollow closely the fabric placement on the same day, an output of 3500 sqm only has been considered for the analysis which will cover a length of 500 m, of 7 m widecarriagway. This can be conveniently overlaid by a bitumenious course in aand dayfigures of any Printing new letter 801 shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade ii) English and Roman

Page 13 of 346

#VALUE!

Hyphens and the like not to be measured and paid Detail forfor100 letters of 16 cm height. i.e.1600 cm Unit = per cm height per letter a) Labour Mate

day

0.07

input #VALUE!

Painter Ist class

day

1.25

input #VALUE!

Mazdoor

day

0.50

input #VALUE!

Litre

0.50

input #VALUE!

b) Material Paint

8.8

803

c) Overheads @ input on (a+b)

#VALUE!

d) Contractors profit @ input on (a+b+c)

#VALUE!

Cost for 1600 cm = a+b+c+d Rate per cm height per (a+b+c +d)/1600

#VALUE!

letter =

#VALUE! say #VALUE!

Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Unit = sqm Taking output = 40 sqm a) Labour Mate

day

0.12

input #VALUE!

Painter

day

2.00

input #VALUE!

Mazdoor

day

1.00

input #VALUE!

Litre

6.00

input #VALUE!

b) Material Paint conforming to requirement of clause 803.3. Add for scaffolding @ 1% of labour cost where required c) Overheads @ input on (a+b)

#VALUE! #VALUE!

d) Contractors profit @ input on (a+b+c)

#VALUE!

Cost for 40 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/40

#VALUE! say #VALUE!

8.9

803

Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a) Labour Mate

day

0.03

input #VALUE!

Painter

day

0.45

input #VALUE!

Mazdoor

day

0.25

input #VALUE!

Litre

1.25

input #VALUE!

b) Material Paint ready mixed approved brand. Add @ 1% on cost of material for scaffolding c) Overheads @ input on (a+b)

Page 14 of 346

#VALUE! #VALUE!

d) Contractors profit @ input on (a+b+c)

#VALUE!

Cost for 10 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/10

#VALUE! say #VALUE!

12.6

Sub- Cement mortar1:3 (1cement :3 sand) analysi s (A) Unit = 1 cum Taking output = 1 cum a) Materials Cement Sand b) Labour Mate Mazdoor Total Material and Labour = (a+b) Sub- Cement mortar1:2 (1cement :2 sand) analysi s (B) Unit = 1 cum Taking output = 1 cum a) Materials Cement Sand b) Labour Mate Mazdoor Total Material and Labour = (a+b)

12.7

Sub- Cement mortar1:6 (1cement :6 sand) analysi s (D) Unit = 1 cum Taking output = 1 cum a) Materials Cement Sand b) Labour Mate Mazdoor Total Material and Labour = (a+b) 1400 Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Unit = cum Taking output = 5 cum (A) Square Rubble Coursed Rubble Masonry (first sort) a) Material Stone Through and bond stone (35no.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis)

Page 15 of 346

MT cum

0.51 1.05

input #VALUE! input #VALUE!

day day

0.04 0.90

input #VALUE! input #VALUE! #VALUE!

MT cum

0.67 0.93

input #VALUE! input #VALUE!

day day

0.04 0.90

input #VALUE! input #VALUE! #VALUE!

MT cum

0.29 1.20

input #VALUE! input #VALUE!

day day

0.04 0.90

input #VALUE! input #VALUE! #VALUE!

cum each

5.50 35.00

cum

1.50

input #VALUE! M-169 input #VALUE! M-182 ### #VALUE!

Item 12.6 (A)

b)

Labour Mate Mason Mazdoor c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 5 cum = a+b+c+d Rate per cum (a+b+c+d)/5

day day day

1405.3 B) Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a) Material Stone cum Through and bond stone Nos (35nos.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in item 12.6 A)cum b) Labour Mate day Mason day Mazdoor day c) Overheads @ input on (a+b) d) Contractors profit @ input on (a+b+c) Cost for 5 cum = a+b+c+d Rate per cum (a+b+c+d)/5

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.50 35.00

input #VALUE! input #VALUE!

1.55

### #VALUE!

0.62 6.00 9.00

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.50 35.00

input #VALUE! input #VALUE!

1.55

### #VALUE!

0.62 6.00 9.00

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

@

12.7 (Add)

The labour already considered in cement mortar has been taken into account while proposing labour for masonry works. 1400 Stone masonry work in cement mortar 1:6 in foundation complete as drawing and Technical Specification Unit = cum Taking output = 5 cum 1405.3 B) Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a) Material Stone cum Through and bond stone Nos (35nos.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in item 13.6 D)cum b) Labour Mate day Mason day Mazdoor day c) Overheads @ input on (a+b) d) Contractors profit @ input on (a+b+c) Cost for 5 cum = a+b+c+d Rate per cum (a+b+c+d)/5

0.66 7.50 9.00

@

The labour already considered in cement mortar has been taken into account while proposing labour for masonry works.

Page 16 of 346

L-12 L-11 L-13

12.8

1500, Plain/Reinforced cement concrete in 1700 & open foundation complete as per 2100 drawing and technical specifications A PCC Grade M15 Unit = cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 63 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 4% on cost of concrete i.e.cost of material, labour and machinery e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/15 Nedle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete 12.8 B PCC Grade M20 works. Unit : cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 C RCC Grade M20 Unit = cum Case I Using concrete mixer Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate

4.13 6.75 8.10 4.05 1.35

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note

Page 17 of 346

MT cum cum cum cum

5.16 6.75 5.40 5.40 2.70

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

day day day

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour

6.00 6.00 ###

input #VALUE! input #VALUE!

MT cum cum

5.21 6.75 8.10

input #VALUE! input #VALUE! input #VALUE!

10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II With Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement MT Coarse Sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Lead beyond 1 km, L-lead in km T-km Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 4% on cost of concrete i.e.cost of material, labour and machinery e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) Cost for 120 cum = a+b+c+d+e+f Rate per cum = ( a+b+c+d+e+f )/120 12.8

PCC Grade M25 Unit = cum Case I Using concrete Mixer Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

5.40

input #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE!

41.66 54.00 64.80 43.20

input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6 ###

input input input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

D

Page 18 of 346

MT cum cum cum cum

5.99 6.75 5.40 5.40 2.70

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

day day day

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour

6.00 6.00 ###

input #VALUE! input #VALUE!

Case II With Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 3.75% of cost of concrete i.e.cost of material, labour and machinery e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120 12.8

RCC Grade M25 Unit = cum Case I Using concrete Mixer Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II With Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate

47.95 54.00 43.20 43.20 21.60

input input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

### #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

E

Page 19 of 346

MT cum cum cum

6.05 6.75 8.10 5.40

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

day day day

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour

6.00 6.00 ###

input #VALUE! input #VALUE!

MT cum cum cum

48.38 54.00 64.80 43.20

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity 1 cum hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 F PCC Grade M30 Unit = cum Case I Using Concrete Mixer Taking output = 15 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 G RCC Grade M30

Page 20 of 346

193.52

input #VALUE!

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6.00 ###

6.08 6.75 5.40 5.40 2.70

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE!

48.60 54.00 43.20 43.20 21.60

input input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6.00 ###

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 H RCC Grade M35 Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

Page 21 of 346

6.10 6.75 8.10 5.40

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE!

48.80 54.00 64.80 43.20

input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6.00 ###

6.33 6.75 8.10 5.40

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

0.86 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 ###

input #VALUE! input #VALUE!

Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit ; cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 3% on cost of concrete i.e.cost of material, labour and machinery e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120

50.64 54.00 64.80 43.20 202.56 0.84 3.00 18.00 6.00 6.00 6.00 15.00 300L 6.00 ###

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! #VALUE!

Rate per cum (a+b+c+d)/120 Note: Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers @ 0.4% of weight of cement may be added for achieving desired slump of concrete. 12.11

input input input input input

1200, Plain/Reinforced cement concrete, in 1500 & well foundation complete as per 1700 drawing and technical specification C

Bottom Plug Concrete to be placed using tremie pipe Case I Using Concrete Mixer (i) PCC Grade M20 Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixer b) Labour Mate Mason

Page 22 of 346

MT cum cum cum cum Kg

5.55 6.75 5.40 5.40 2.70 18.60

day day

0.90 1.50

input input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE!

Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Light Crane 3 tonnes capacity for hour handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Note 10% extra cement may be added where under water concreting is involved. Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit ; cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) (ii)

20.00

input #VALUE!

6.00 6.00 6.00

input #VALUE! input #VALUE! input #VALUE!

###

44.40 54.00 64.80 43.20 148.80 0.88 3.00 18.00 6.00 6.00 6.00 15.00 300L

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

6.00 ###

input #VALUE!

MT cum cum cum cum Kg

5.99 6.75 5.40 5.40 2.70 21.60

input input input input input input

day day day

0.90 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

input #VALUE! input #VALUE! input #VALUE!

PCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixer b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

Page 23 of 346

###

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) (iii) PCC Grade M30 Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixer b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixer b) Labour

Page 24 of 346

47.88 54.00 64.80 43.20 172.80 0.88 3.00 18.00 6.00 6.00 6.00 15.00 300L

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

6.00 ###

input #VALUE!

MT cum cum cum cum Kg

6.08 6.75 5.40 5.40 2.70 21.60

input input input input input input

day day day

0.90 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

input #VALUE! input #VALUE! input #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

###

MT cum cum cum Kg

48.64 54.00 64.80 43.20 172.80

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) (iv) PCC Grade M35 Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Light Crane of 3 tonnes capacity for hour handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 hour km. Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour

Page 25 of 346

0.88 3.00 18.00 6.00 6.00 6.00 15.00 300L

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

6.00 ###

input #VALUE!

6.29 6.75 5.40 5.40 2.70 21.60

input input input input input input

0.90 1.50 20.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00

input #VALUE! input #VALUE! input #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

###

50.28 54.00 64.80 43.20 172.80 0.88 3.00 18.00 6.00 6.00 6.00 15.00 300L 6.00

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L= input

input #VALUE!

Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Add 5% of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreteing with tremie pipe.. d) Overheads @ input on (a+b+c)

### #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! Say #VALUE!

e) Contractors profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e Rate per cum (a+b+c+d+e)/120 F Well cap iv) RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader(capacity 1 cum) hour Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity for lead upto 1 hour km. Lead beyond 1 Km, L - lead in Kilometer T-Km Concrete Pump hour Formwork @ 3% of (a+b+c) d) Overheads @ input on (a+b+c) e) Contractors profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e Rate per cum (a+b+c+d+e)/120 Note

3.13

304

Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers @ 0.4% of weight of cement may be added for achieving desired slump of concrete. Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the I) Ordinary soil Unit = cum Taking output = 10 cum

A

Manual Means

Page 26 of 346

50.64 54.00 64.80 43.20

input input input input

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

6.00 6.00 6.00 15.00 300L 6.00

#VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Say #VALUE!

(i) Depth upto 3 m a) Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor

day

8.000 input

#VALUE!

L-13

b) Overheads @ input on (a)

#VALUE!

c) Contractors profit @ input on (a+b)

#VALUE!

Cost for 10 cum = a+b+c

#VALUE!

Rate per cum = (a+b+c)/10

#VALUE! say

Note

B

#VALUE!

Cost of dewatering may be added where required upto 10 % of labour cost Assessment for dewatering shall be made as per site conditions.. Mechanical Means (i) Depth upto 3 m Unit = cum Taking output = 300 cum a) Labour Mate

day

0.32

input #VALUE!

Mazdoor

day

8.00

input #VALUE!

Hydraulic excavator 1.0 cum bucket capacity hour

6.00

input #VALUE!

b) Machinery c) Overheads @ input on (a+b)

#VALUE!

d) Contractors profit @ input on (a+b+c)

#VALUE!

Cost for 300 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/300

#VALUE! say #VALUE!

Note

13.6

14.1

Cost of dewatering upto 5% of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions..

Section Supplying, fitting and placing HYSD 1600 & bar reinforcement in sub-structure 2200 complete as per drawing and technical specifications Output : MT Taking output = 1 MT a) Material HYSD bars including 5% overlaps and MT Binding wire kg b) Labour for cutting, bending, shifting to site, tying and placing in position Mate day Blacksmith day Mazdoor day c) Overheads @ input on (a+b) d) Contractors profit @ input on (a+b+c) Rate for per MT (a+b+c+d) 1500 Furnishing and Placing &1600 Reinforced/Prestressed cement 1700 concrete in super-structure as per drawing and Technical Specification Page 27 of 346

1.05 6.00

input #VALUE! 0.00 0.00

0.34 2.00 6.50

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

A RCC Grade M20 Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum (i) (p)

B

MT cum cum cum

40.92 54.00 64.80 43.20

input input input input

day day day

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

Km hour T-Km hour

15.00 300L 6.00 ###

For solid slab super-structure, 20-30% Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 20 % of (a+b+c) e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120

#VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input input #VALUE!

#VALUE! 20.00

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

RCC Grade M25

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer

Page 28 of 346

MT cum cum cum

47.95 54.20 64.80 43.20

input input input input

day day day

0.84 3.00 18.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

Km hour T-Km

15.00 300L

#VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input

Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum For formwork and staging add the following: (i) For solid slab super-structure, 20-30% (p)

hour

6.00 ###

input #VALUE!

of (a+b+c) Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 20 % of (a+b+c) e) Overheads @ input on (a+b+c+d)

#VALUE! 20.00

#VALUE! #VALUE!

f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum= a+b+c+d+e+f

#VALUE! #VALUE!

Rate per cum (a+b+c+d+e+f)/120

#VALUE! say #VALUE!

C

RCC Grade M 30

Case II Using Batching Plant, Transit Mixer and Concrete Pump. Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum For formwork and staging add the (i) (p)

MT cum cum cum

48.79 54.60 64.80 43.20

input input input input

day day day

0.88 3.00 19.00

input #VALUE! input #VALUE! input #VALUE!

hour hour hour

6.00 6.00 6.00

Km hour T-Km hour

15.00 300L 6.00 ###

For solid slab super-structure, 20-30% Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 20 % of (a+b+c) e) Overheads @ input on (a+b+c+d) f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120

#VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input input #VALUE!

#VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! Rate per cum (a+b+c+d)/120 ( including formwork and excluding #VALUE! OH & CP) Rate per cum (a+b+c+d)/120 ( excluding formwork and Excluding#VALUE! OH & CP)

Page 29 of 346

20.00

E PSC Grade M-40 Case 1 Using concret mixer. Unit = 1 cum Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4% of cement b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Basic Cost of Labour, Material & Mechinery (a+b+c) for 15 cum Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4% of cement Admixer b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum For formwork and staging add the following: (i) For solid slab super-structure, 18-28% (p)

MT cum cum cum kg

6.45 6.75 8.10 5.40 25.80

input input input input input

day day day

0.96 2.00 22.00

input #VALUE! input #VALUE! input #VALUE!

hour hour

6.00 6.00 ###

MT cum cum cum kg Kg

51.60 54.00 64.80 43.20 206.40 216.00

day day day

0.94 3.50 20.00

hour hour hour

6.00 6.00 6.00

Km hour T-Km hour

15.00 300L 6.00 ###

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE!

input input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! input #VALUE! L= input input #VALUE!

of (a+b+c) Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 18 % of (a+b+c) e) Overheads @ input on (a+b+c+d)

#VALUE! 18.00

#VALUE! #VALUE!

f) Contractors profit @ input on (a+b+c+d+e) Cost for 15 cum= a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f)/120

#VALUE!

Page 30 of 346

#VALUE!

say #VALUE! Note

14.2

1600

1.Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers conforming IS: 9103 @ 0.4% of weight of cement may be added for achieving slump of concrete. 2. Cementdesired provided for various components of the super structure is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly, the provision for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix 3. The items like needle and surface vibrators are part of minor T & P which is already covered under the overhead charges. As such these items have not been added seperately theplacing rate analysis. A) Supplying ,fitting in and HYSD

bar reinforcement in super-structure complete as per drawing and technical specifications Unit = 1 MT Taking output = 1 MT a) Material HYSD bars including 5% for laps and wastage MT Binding wire Kg b) Labour for cutting, bending, tying and placing in position Mate day Blacksmith day Mazdoor day Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

Page 31 of 346

1.05 8.00

input #VALUE! 0.00 0.00

0.44 3.00 8.00 ###

input #VALUE! input #VALUE! input #VALUE!

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-1 CARRIAGE OF MATERIALS Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) Loading and Unloading of Boulders by Manual Means Loading and Unloading of Cement or Steel by Manual Means and stacking.

1.1 1.2 1.3 1.4

cum

#VALUE!

cum

#VALUE!

tonne

#VALUE!

tonne.km

#VALUE!

tonne.km

#VALUE!

tonne.km

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

each each

#VALUE! #VALUE!

each each hectare

#VALUE! #VALUE! #VALUE!

hectare hectare

#VALUE! #VALUE!

hectare hectare

#VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum cum cum

#VALUE! #VALUE! #VALUE! #VALUE!

Cost of Haulage Excluding Loading and Unloading (i) (ii) (iii)

Surfaced Road Unsurfaced Gravelled Road Katcha Track and Track in river bed / nallah bed and choe bed. Hand Broken Stone Aggregates 63 mm nominal size (Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) and stacking as directed) Crushing of stone aggregates 13.2 mm nominal size. (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 13 mm nominal size.) Crushing of stone aggregates 20 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size.) Crushing of stone aggregates 40 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size.)

1.5

1.6

1.7

1.8

CHAPTER-2 SITE CLEARANCE 2.1 (i) (ii) (iii) (iv) 2.2

2.3

(i) A B (ii) A B

2.4

(i) I A B C II A B (ii) A B C D (iii)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm Girth from 600 mm to 900 mm Girth from 900 mm to 1800 mm Girth above 1800 mm Clearing Grass and Removal of Rubbish Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:In area of light jungle In area of thorny jungle By Mechanical Means In area of light jungle In area of thorny jungle Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Lime /Cement Concrete By Manual Means Lime Concrete, cement concrete grade M-10 and below Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above By Mechanical Means for items No. 202( b) & ( c) Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above Dismantling Brick / Tile work In lime mortar In cement mortar In mud mortar Dry brick pitching or brick soling Dismantling Stone Masonry

Page 32 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

A B

Rubble stone masonry in lime mortar Rubble stone masonry in cement mortar.

cum cum

#VALUE! #VALUE!

C D

Rubble Stone Masonry in mud mortar. Dry rubble masonry Dismantling stone pitching/ dry stone spalls.

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

tonne

#VALUE!

tonne tonne

#VALUE! #VALUE!

In lime/Cement mortar

1000 numbers

#VALUE!

In mud mortar

1000 numbers

#VALUE!

cum cum

#VALUE! #VALUE!

sqm

#VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

metre

#VALUE!

metre

#VALUE!

E F (iv) (v) A B C (vi) A B (vii) A B

Dismantling boulders laid in wire crates including opening of crates and stacking materials. Wood workdismantled wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. Including dismembering Excluding dismembering. Extra over item No( V ) A and( V ) B for cutting rivets. Scraping of bricks dismantled from brick work including stacking.

Scraping of Stone from dismantled stone masonry In cement and lime mortar

(viii)

In Mud mortar Scarping plaster in lime or cement mortar from brick/ stone masonry

(ix)

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. A B C

2.5 I A B II

Up to 600 mm dia Above 600 mm to 900 mm dia Above 900 mm Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Manual Means Bituminous courses Granular courses By Mechanical Means

2.8

Bituminous course Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.) Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

2.9

Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

metre

#VALUE!

Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.) 5th KM stone Ordinary KM Stone Hectometre Stone

each each each

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

each

#VALUE!

A

2.6

2.7

2.10 A B C 2.11

2.12

2.13

2.14

Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. ) Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department) Removal of Cement Concrete Pipe of Sewer Gutter (Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.) Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)

Page 33 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE 3.1 3.2

3.3

3.4

3.5

3.6

3.7

3.8 A B

Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres ) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Mechanised Manual Method Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres ) Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

3.9

3.10

3.11

3.12

3.13

(i) A B (ii) A B (iii) A (iv) A (v) A

Pre-splitting of Rock Excavation Slopes (Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m) Mechanical Means (Depth upto 3 m) Ordinary rock (not requiring blasting) Manual Means (Depth upto 3 m) Mechanical Means Hard rock ( requiring blasting ) Manual Means Hard rock ( blasting prohibited ) Mechanical Means Marshy soil Manual means ( upto 3 m depth)

Page 34 of 346

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

sqm

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

Summary of Rate Analysis Item No. B 3.14

3.15

3.17

3.18 3.19 Case-I Case-II

3.22

3.32

sqm

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

cum

#VALUE!

:Compacting original ground supporting embankment

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE!

A B

Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) Mechanical Means Manual Means

3.25

3.31

#VALUE!

A B

3.24

3.30

sqm

Seeding and Mulching (Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308) Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) Mechanical means Manual Means

3.23

3.29

#VALUE!

Stripping, storing and re-laying top soil from borrow areas in agriculture fields. (Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.) Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)

3.21

3.28

cum

Stripping and Storing Top Soil (Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth)

3.20

3.27

Unit

Mechanical Means Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. ) Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) Compacting Original Ground

3.16

3.26

Descriptions

Surface Drains in Hard Rock (Rate per metre may be worked out based on quantity of hard rock as per design.) Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site ) Aggregate Sub- Surface Drains (Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway ) Underground Drain at Edge of Pavement (Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads) Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.) Construction of Rock fill Embankment (Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313) Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)

Page 35 of 346

Rate

#VALUE!

metre

#VALUE!

metre

#VALUE!

sqm

#VALUE!

cum

#VALUE!

cum

#VALUE!

Summary of Rate Analysis Item No. 3.33

3.34

Descriptions

Unit

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)

3.35

Work in Urban Roads (The cost of earth work in urban roads inhabited area will be comparatively higher due to following reasons:)

3.36

Embankment Construction with Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material. (Construction of embankment with fly ash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans.)

Page 36 of 346

Rate

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS Granular Sub-base with Close Graded Material (Table:- 400-1)

4.1 A (i) (ii) (iii) B (i) (ii) (iii)

4.2

(i) (ii) (iii)

4.3

A B

Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material for grading- II Material for grading-III Material By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material for grading- II Material for grading-III Material Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material for grading- II Material for grading-III Material Lime Stabilisation for Improving Subgrade (Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade) By Mechanical Means By Manual Means

(i)

Lime Treated Soil for Sub- Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime with minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98%of the max dry density to form a layer of sub base.) Cement Treated Soil Sub Base/ Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.) Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base.) For Sub-Base course

(ii)

For Base course

4.4

4.5

4.6

Making 50 mm x 50 mm Furrows (Making 50 mm x 50 mm furrows, 25mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead) Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)

4.7

4.8

4.9

A (i) (a) (b) (ii) (a) (b)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means Grading- I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.)

Page 37 of 346

cum cum

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cum

#VALUE!

cum cum

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cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

sqm

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

Summary of Rate Analysis Descriptions

Unit

(c)

Using Screening Type-B (11.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel)

cum

#VALUE!

(a) (b)

Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11.2mm Agg.) By Mechanical Means:

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

sqm

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

sqm

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

Item No. (iii)

B (i) (a) (b) (ii) (a) (b) (c) (iii) (a) (b)

4.11

4.12

4.13

4.14 4.15 4.16

4.17 A

(i) (ii)

Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Using Screening Type-B (11.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11.2mm Agg.)

Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..) Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of subbase/Base) By Mix in Place Method

For 53 mm maximum size For 45 mm maximum size B

4.18

Using Screening Type-A (13.2mm Agg.)

Crushed Cement Concrete Sub-base / Base (Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km., laying and compacting the same as sub base/ base course, constructed as WBM to clause 404 except the use of screening or binding Material.) Penetration Coat Over Top Layer of Crushed Cement Concrete Base (Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.3.8) Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) Construction of Median and Island with Soil Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407) Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407) Construction of Shoulders (A. Earthen Shoulders)

4.10

(i) (ii)

Grading- I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel

Rate

By Mixing Plant :

For 53 mm maximum size For 45 mm maximum size Lime, Fly ash stabalised soil sub-base (Construction of Sub-base using lime - fly ash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50%, fly ash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + fly ash content ranging between 10 to 30%, the minimum un-confined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25% respectively, all as specified in IRC: 88-1984. )

Page 38 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) Tack coat

5.1 5.2

5.3

(i) (ii)

5.4

A B

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size) Bituminous Penetration Macadam (Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction) 50 mm thick 75 mm thick Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm)

5.5

5.6

(i) (ii)

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size)

sqm

#VALUE!

sqm

#VALUE!

cum cum

#VALUE! #VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

sqm sqm

#VALUE! #VALUE!

sqm

#VALUE!

sqm

#VALUE!

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects)

5.7

(i) (ii)

5.8

(i) (ii)

for Grading I ( 13 mm nominal size ) for GradingII(10 mm nominal size) Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-I ( 13 mm nominal size ) for Grading-II(10 mm nominal size) Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)

5.9 Case -1 Case - II

5.10

(i) (ii)

:-19 mm nominal chipping size 13 mm nominal size chipping Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion

Page 39 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. ) Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)

5.11

5.12 (i) (ii)

5.13

5.14

5.15 (i) (ii) (iii)

Case - I : Type A Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) Supply of Stone Aggregates for Pavement Courses (Supply of stone aggregates from approved sources confirming to the physical requirement, specified in the respective specified clauses, including royalties, fees rents, collection, transportation, stacking and testing and measured in cum as per clause 514.5 Competitive market rates to be ascertained. Alternatively, rates for stone crushing given in chapter 1may be adopted, if found economical. In case for supply of aggregates at site are not available, nearest crusher site may be ascertained. Loading and un-loading charges and cost of carriage may be added to these rates to arrive at the cost at site.) Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.) Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface) 5 mm thickness 3 mm thickness 1.5 mm thickness Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517.)

5.16

5.17 added 5.18 (i) (ii) (iii) (iv)

Fog Spray 1.In case it is decided by the engineer to blind the fog spray, the following may be added Bituminous Cold Mix ( Including Gravel Emulsion) (Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate levels.) Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Sand Asphalt Base Course (Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or subbase to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing.) Modified Binder (Supply of modified binder produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen and which allows properties given in clause 521.3 and IRC: SP: 53 blending of modifier with bitumen to be done either at the refinery or at the site plant capable of producing the modified binder to be delivered in drums which shall be agitated in melted condition using suitable device before use to ensure uniform dispersion.)

5.19

5.20

5.21

(i)

Crack Prevention Courses Stress Absorbing Membrane (SAM) crack width less than 6 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.)

Page 40 of 346

Rate

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

cum

sqm

#VALUE!

sqm sqm sqm

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

sqm sqm

#VALUE! #VALUE!

cum cum cum cum

#VALUE! #VALUE! #VALUE! #VALUE!

cum

#VALUE!

tonne

sqm

#VALUE!

Summary of Rate Analysis Item No.

(ii)

(iii)

(iv)

5.22 (i) (ii) (iii)

Descriptions

Unit

Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.) Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 % (Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates surface finished to conform to clause 902.) and laying a bitumen Case - IV : and Bitumen Impregnated Geotextile (Providing impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause Recipe Cold Mix (Providing and laying of premix of crushed stone aggregates and 704.4.5) emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3) 75 mm thickness 40 mm thickness 25 mm thickness

Page 41 of 346

Rate

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-6 CEMENT CONCRETE PAVEMENTS

6.1

6.2

6.3

6.4

6.5

6.6

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.)

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

metre

#VALUE!

metre

#VALUE!

sqm

#VALUE!

Transition section between rigid and flexible pavement (Due to change in the properties of materials and type of construction, a gradual changeover from rigid pavement to flexible pavement is desirable to avoid any damage at the butting joint. After provision of an expansion joint in the cement concrete slab, the thickness of slab should be tapered to 10 cm over a length of 3 m towards the flexible pavement. The deficiency of thickness caused due to tapering of the slab should be made up by the asphaltic layers.) Construction of Base/Sub-base of pavement with lean concrete - fly ash. (Construction of Base/sub-base using cement, sand, fly ash and coarse aggregates proportioned as per table 4 of IRC: 74/1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 7.6.3 of IRC: 74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC: 74-1979 and as per approved plans.) Cement - Fly ash concrete pavement. (Construction reinforced-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15% and sand by 10%, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) CHAPTER-7

GEOSYNTHETICS AND REINFORCED EARTH 7.1

7.2

7.3

Sub- Surface Drain with Geotextiles (Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling) Narrow Filter Sub- Surface Drain (Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling) Laying Paving Fabric Beneath a Pavement Overlay (Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface)

Page 42 of 346

Summary of Rate Analysis Item No.

7.4

7.5

(i) (ii) A Type 1 Type 2 Type 3 Type 4 Type 5 B

Descriptions

Unit

Laying Boulder Apron in Crates of Synthetic Geogrids (Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704 and laid as per clause 2503.3 and approved design.) Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.) elements of RCC Facing Assembling, joining and laying of reinforcing elements. With reinforcing element of steel / Aluminium strips / polymeric strips.

Rate

cum

#VALUE!

sqm

#VALUE!

1.Galvanised carbon steel strips 2.Copper Strips

metre

#VALUE!

metre

#VALUE!

3.Aluminium Strips

metre metre

#VALUE! #VALUE!

metre sqm

#VALUE! #VALUE!

4.Stainless steel strips 5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips With reinforcing elements of synthetic geogrids

Page 43 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES 8.1

A B

8.2

A B 8.3 (i) (ii)

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer Using Concrete Batching and Mixing Plant Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer Using Concrete Batching and Mixing Plant Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) English and Roman

metre metre

#VALUE! #VALUE!

metre metre

#VALUE! #VALUE!

cm height per letter

#VALUE!

cm height per letter

#VALUE!

each

#VALUE!

each each each

#VALUE! #VALUE! #VALUE!

each each each

#VALUE! #VALUE! #VALUE!

sqm

#VALUE!

sqm

#VALUE!

tonne tonne

#VALUE! #VALUE!

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

8.4

(i) ( ii ) ( iii ) ( iv ) (v) (vi ) ( vii )

90 cm equilateral triangle 60 cm equilateral triangle 60 80 60 60 90

cm circular mm x 60 mm rectangular cm x 45 cm rectangular cm x 60 cm square cm high octagon

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) Direction and Place Identification signs with size more than 0.9 sqm size board.

8.5

(Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

8.6

8.7

A B

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) Truss and Vertical Support Aluminium alloy plate for over head sign

8.8

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

sqm

#VALUE!

8.9

Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)

sqm

#VALUE!

8.10

Painting on Wood Surfaces (Providing and applying two coats of ready mix paint of approved brand on wood surface after through cleaning of surface to give an even shade)

sqm

#VALUE!

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) Over 10 cm in width

sqm

#VALUE!

8.11 (i)

Page 44 of 346

Summary of Rate Analysis Item No. (ii) 8.12 (i) (ii)

8.13

8.14 (i) (ii) (iii)

Descriptions

Unit

Up to 10 cm in width Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work (Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) Over 10 cm in width Up to 10 cm in width Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast) Ordinary Kilometer stone (Precast) Hectometer stone (Precast) Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 ) wire Fencing 1.8 metre high (Providing and fixing 1.8 metres high GI G.I Barbed

8.15

8.16

8.17

barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 ) welded steel wire Fabric 75 mm x 50 mm (Suggestive) (Providing Fencing with

8.18

8.19

8.20

8.21

8.22

(i) 8.23

A

1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete all respects.) Tubular SteelinRailing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings) Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing) Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M 20 grade concrete Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)

Page 45 of 346

Rate

sqm

#VALUE!

sqm sqm

#VALUE! #VALUE!

sqm

#VALUE!

each each

#VALUE! #VALUE!

each

#VALUE!

each

#VALUE!

each

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Summary of Rate Analysis Item No.

B

8.24

8.25

8.26 A

B

C

8.27 (i) (ii) 8.28

8.29

(i) (ii) (iii) 8.30

8.31

8.32

Descriptions

Unit

Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810) Road Traffic Signals electrically operated (Since it is a ready made item commercially produced and erected by specialised firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing.) Flexible Crash Barrier, Wire Rope Safety Barrier (Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 gradecementconcretefoundation2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete.) Anti - Glare Devices in Median Plantation (Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 on horticulture. ) Anti - Glare Screen with 25 mm steel pipe framework fixed with circular and rectangular vans (Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 mtr height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, as per approved design andMS drawings.) Anti - Glare Screenall with Rectangular Vane of sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings) Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.) For Fixing in Median For fixing in Footpath Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp) Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) Single Row for one utility service Double Row for two utility services Triple Row for three utility services Highway Patrolling and Traffic Aid Post (It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. ) Items related to under pass/ subway/ overhead bridge/ overhead foot bridge (The items involved for underpass/ subway/ overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved designs and drawings) Traffic Control System and Communication system (Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system These are specialised item of telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived approved design and drawing.)

Page 46 of 346

Rate

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

each each

#VALUE! #VALUE!

each

#VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

Summary of Rate Analysis Item No. 8.33 (i) (ii)

A

B

C

8.36 8.37

A

B C 8.38

8.39

8.40

8.41

8.42

8.43

8.44

Unit

Gantry Mounted Variable Message Sign board (Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause Gantry Support System 802.3)

tonne

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

each

#VALUE!

each

#VALUE!

Rate

Message Display (Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages.) Traffic Impact Attenuators at Abutments and Piers

8.34

8.35

Descriptions

With Scrap Tyres (Provision and installation of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings.) Using Plastic/Steel Barrel, Filled with Sand (Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings) With HI - DRO cell Sandwich (Patented) ((In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a pre-determined time, thus absorbing the energy)) Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873) Roadside Amenities Rest Areas (Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage system Pricing may be done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions) Parking areas and Bus Laybyes for Trucks, Buses and Light vehicles (Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters.) Lawn (Providing a lawn planted with grass and its maintenance ) Rumble Strips (Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.) Policeman Umbrella (Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts to be given 2 coats of High paint)Mast Pole Lighting at Interchanges and Flyovers (Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms alongwith their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the Toll Plaza (The construction, operation and maintenance of Toll Plaza can be broken lowest tender. A separate contract for this work is concluded as the contractors for road into separate items of work as under based on the approved design and drawings:-) and bridge works generally donot undertake such jobs.) Safety Devices and signs in Construction Zones (Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 60 cm from the edge of the kerb in case of kerbed roads and 2 to 3 m from the edge of the carriageway in case of un-kerbed roads, the bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 60 mm x 60 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:552001) Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 ) Permanent Type Barricade in Construction Zone

Page 47 of 346

sqm

each

each

#VALUE!

Summary of Rate Analysis Item No.

A

B

C

8.45

8.46

Descriptions

Unit

With Steel Components (Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 ) With Wooden Components (Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white striups, 150 mm in width at an angle of450, complete as per IRC:SP:552001 ) With Bricks (Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips) Drum Delineator in Construction Zone (Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001) Flagman (Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic)

Rate

each

#VALUE!

each

#VALUE!

each

#VALUE!

each

#VALUE!

each

#VALUE!

CHAPTER-9 PIPE CULVERTS 9.1

9.2

A B

9.3

A B

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia 1200 mm dia

cum

#VALUE!

metre metre

#VALUE! #VALUE!

Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia 1200 mm dia

metre metre

#VALUE! #VALUE!

Page 48 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-10 MAINTENANCE OF ROADS Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes) Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor) Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

10.1

10.2 10.3

10.4

10.5

(i) (ii)

cum

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

metre

#VALUE!

Dusting (Applying crusher dust to areas of road where bleeding of excess bitumen has occurred.) Fog Seal (ref item 5.17)

sqm sqm

#VALUE! #VALUE!

Crack Prevention courses. (ref item 5.21) Stress Absorbing Membrane (SAM) crack width less than 6 mm Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm

sqm

#VALUE!

sqm sqm sqm

#VALUE! #VALUE! #VALUE!

sqm sqm sqm

#VALUE! #VALUE! #VALUE!

sqm sqm

#VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) for grading I Material for grading II Material Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.)

10.6 10.7 10.8 A B (i) (ii) (iii) (iv) C (i) (ii) (iii) D (i) (ii)

Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50Impregnated % Bitumen Geotextile Slurry Seal (ref item 5.15) 5 mm thickness 3 mm thickness 1.5 mm thickness Surface Dressing for maintance works. (ref item 5.9) 19 mm nominal chipping size 13 mm nominal size chipping

10.10

Repair of joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete) Repair of old Joints Sealant (Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material)

10.11

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

10.12

Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)

10.9

10.14

Land slide Clearance in Hard Rock Requiring Blasting (Clearing of land slide in hard rock requiring blasting for 50% of the boulders and disposal of the same on the valley side.) Snow Clearance on Roads with Dozer (Snow clearance from road surface by a bulldozer 165 Hp and disposing it on the valley side)

10.15

Snow Clearance on Roads with Snow Blowers (Snow clearance from road surface by a snow blower and disposing on the valley side.)

10.13

Page 49 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-11 HORTICULTURE Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately)) Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed)

11.1

11.2 (i) (ii) 11.3

11.4

11.5 11.6 11.7 (b) 11.8 (b) 11.9

11.10

11.11 11.12 11.13

11.14

11.15

11.16

11.17

11.18

In rows 15 cm apart in either direction In rows 7.5 cm apart in either direction Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod (Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm) Maintenance of Lawns or Turfing of Slopes (Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc) Turfing Lawns with Fine Grassing including Ploughing, Dressing (Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of0.6 cum per 100 sqm) Maintenance of Lawns with Fine Grassing for the First Year a) Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart) Maintenance of Hedge for one year a) Planting Flowering Plants and Shrubs in Central Verge Maintenance of Flowering Plants and Shrubs in Central Verge for one Year Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil (Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayedat farm yard manure) Supply Site Well Decayed Farm Yard Manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking) Supply at Site of Work/ Store - Deoiled Neem Cake (Supply at site of work/ storedeoiled neem cake duly packed in used gunny bags) Supplying Sludge (Supplying sludge duly stacked at site/ store) Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete) Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres) Making Tree Guard 53 cm dia and 1.3 m high as per design from empty bitumen drum (Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect) Making Tree Guard 53 cm dia and 2 metres high as per design from empty bitumen drums (Making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects) Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately)

Page 50 of 346

cum

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

metre

#VALUE!

metre km km

#VALUE! #VALUE! #VALUE!

each

#VALUE!

sqm

#VALUE!

cum quintal cum

each

#VALUE!

metre

#VALUE!

each

#VALUE!

each

#VALUE!

quintal

#VALUE!

Summary of Rate Analysis Item No.

11.19

11.20

11.21

Descriptions

Unit Tree Guard with MS Iron (Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) each tree vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 guard mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.) Tree Guard with MS Angle Iron and Steel Wire (Providing and fixing tree guard 0.60 each tree metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron guard 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together) Compensatory Afforestation (Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a hectare depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering)

Page 51 of 346

Rate

#VALUE!

#VALUE!

#VALUE!

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-12 FOUNDATIONS Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil

12.1 I

Manual Means

A (i) (ii) (iii) B (i) (ii) (iii) II A (i)

upto 3 m depth 3 m to 6 m depth Above 6 m depth Mechanical Means Depth upto 3 m Depth 3 m to 6 m Depth above 6m Ordinary rock (not requiring blasting) Manual Means Depth upto 3 m Mechanical Means Hard rock ( requiring blasting )

B III A IV A V (i) A B VI

Manual Means Hard rock ( blasting prohibited ) Mechanical Means Marshy soil upto 3 m depth Manual means Mechanical Means Back Filling in Marshy Foundation Pits

12.2

Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 13.4.)

12.3

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

12.4 12.5 12.6 A B C D 12.7 (a) (b)

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications Cement Cement Cement Cement

mortar1:3 mortar1:2 mortar1:4 mortar1:6

(1cement (1cement (1cement (1cement

:3 :2 :4 :6

sand) sand) sand) sand)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Square Rubble Coursed rubble masonry( first sort ) Random Rubble Masonry

12.8

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

A B C Case I Case II D Case I Case II E Case I Case II F Case I Case II G Case I Case II

PCC Grade M15 PCC Grade M20 RCC Grade M20 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump PCC Grade M25 Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump PCC Grade M30 Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M30 Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump

Page 52 of 346

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum cum cum

#VALUE! #VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

Summary of Rate Analysis Item No. H Case I Case II

Descriptions

Unit

RCC Grade M35 Using Concrete Mixer

cum

#VALUE!

cum

#VALUE!

each

#VALUE!

each

#VALUE!

Using Batching Plant, Transit Mixer and Concrete Pump

Rate

Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well.

12.9

B

Assuming depth of water 1.0 m and height of island to be 1.25m. Assuming depth of water 4.0 m and height of island 4.5 m.

C

Providing and constructing one span service road to reach island location from one pier location to another pier location

metre

#VALUE!

Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.

tonne

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump Well steining PCC M15 Grade PCC M20 Grade RCC M20 Grade

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump PCC M25 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE! #VALUE!

pump

cum cum

#VALUE! #VALUE!

pump

cum cum

#VALUE! #VALUE!

pump

cum cum

#VALUE! #VALUE!

pump

cum cum

#VALUE! #VALUE!

cum

#VALUE!

A

12.10 12.11 A (i) Case I Case II (ii) Case I Case II (iii) Case I Case II B (I) (ii) (iii) Case I Case II (iv) Case I Case II (v) Case I Case II (vi) Case I Case II (vii) Case I Case II (viii) Case I Case II (ix) C (i) Case I Case II (ii) Case I Case II (iii) Case I Case II (iv) Case I Case II D (I) Case I

Plain/Reinforced cement concrete, in well foundation complete as per drawing and specification Welltechnical curb RCC M20 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M25 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M35 Grade

RCC M25 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump PCC M30 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M30 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M35 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump RCC M40 Grade Bottom Plug PCC Grade M20 Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete PCC Grade M25 Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete PCC Grade M30 Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete PCC Grade M35 Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete Intermediate plug Grade M20 PCC Using Concrete Mixer

Page 53 of 346

Summary of Rate Analysis Descriptions

Unit

Case II (ii)

Using Batching Plant, Transit Mixer and Crane/concrete pump Grade M25 PCC

cum

#VALUE!

Case I Case II

Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete pump Grade M30 PCC

cum cum

#VALUE! #VALUE!

Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete pump

cum

#VALUE!

cum

#VALUE!

Grade M15 PCC Using Concrete Mixer

cum

#VALUE!

Grade M20 PCC Using Concrete Mixer

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

Using concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Using concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M30

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M35 Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Clayey soil ( 6m dia. Well )

metre

#VALUE! #VALUE!

metre

#VALUE! #VALUE!

Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

Item No.

(iii) Case I Case II

Rate

Top plug

E (i) Case I (ii) Case I (iii) Case I Case II (iv) Case I Case II F (i) Case I Case II (ii) Case I Case II (iii) Case I Case II (iv) Case I Case II (v) 12.12 A (i) (ii) (iii) a (iv) a b (v) a b B (i) (ii) (iii) a b (iv) a b c (v) a b c

Grade M25 PCC Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete pump Grade M30 PCC Using Concrete Mixer Using Batching Plant, Transit Mixer and Crane/concrete pump Well cap RCC Grade M20

RCC M40 Grade Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous Beyond upto meter 30 m

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering of the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

Page 54 of 346

metre

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

C (i)

Soft rock (6m dia well ) Depth of soft rock strata upto 3m

metre

#VALUE!

D (i)

Hard rock (6m dia well ) Depth of soft rock strata upto 3m

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour) . Beyond 30m upto 40 m

metre

#VALUE!

metre

#VALUE!

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and

metre

#VALUE!

metre

#VALUE!

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil

12.13 A (i)

Depth below bed level upto 3.0 M Beyond 3m upto 10m depth

(ii) (iii)

Beyond 10m upto 20m a

(iv) a b (v) a b

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

Labour etc. Clayey soil ( 7m dia. Well ) Depth below bed level upto 3.0 M

B (I) (ii) (iii) a b (iv) a b c (v) a b c C (i) D (i)

metre

#VALUE!

Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre

#VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock ( 7m dia well ) Depth of soft rock strata upto 3m Hard rock ( 7m dia well ) Depth upto 3 m Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

12.14 A (i) (ii) (iii) a (iv)

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for the previous Add 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil ( 8m dia. Well ) Depth upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

(v)

B (i) (ii) (iii) a b (iv) a b c

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour ).

Page 55 of 346

Summary of Rate Analysis Item No. (v) a b c C (i) D (i)

Descriptions

Unit

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required

Rate

metre

#VALUE!

metre metre

#VALUE! #VALUE!

Depth in soft rock strata upto 3m Hard rock ( 8m dia well )

metre

#VALUE!

Depth in hard rock strata upto 3 m

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock ( 8m dia well )

Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil

12.15 A

Depth below bed level upto 3.0 M

(i) (ii)

Beyond 3m upto 10m depth Beyond 10m upto 20m

(iii) a (iv)

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil ( 9m dia. Well )

metre metre

#VALUE! #VALUE!

Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

(v)

B (i) (ii) (iii) a b (iv) a b c (v) a b c C (i) D (i)

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock ( 9m dia well ) Depth upto 3m Hard rock ( 9m dia well ) Depth of hard rock strata upto 3 m Sinking of 10 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

12.16 A (i) (ii) (iii) a (iv)

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous Add 20% of cost meter for Kentledge including supports, loading arrangement and Labour30m . Beyond upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil (10m dia. Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required.

metre metre

#VALUE! #VALUE!

(v)

B (i) (ii) (iii) a b

Page 56 of 346

Summary of Rate Analysis Item No. (iv) a 'b c (v) a b c C (i) D (i)

Unit

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required

A (i) (ii) (iii)

Rate

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (10m dia well ) Depth of soft rock strata upto 3m

metre

#VALUE!

Hard rock (10m dia well ) Depth of hard rock strata upto 3 m

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour30m . Beyond upto 40 m

metre

#VALUE!

metre

#VALUE!

Add 10% for every additional meter depth of sinking over the rate of sinking for the previous Add 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil (11 m dia. Well )

metre

#VALUE!

metre

#VALUE!

Depth from bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

metre

#VALUE!

Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil Depth from bed level upto 3.0 M Beyond 3m upto 10m depth

12.17

#VALUE!

Beyond 10m upto 20m a

(iv) a b (v) a b B (i) (ii) (iii) a b (iv) a b c (v) a b c C (i) D (i) 12.18 A (i) (ii) (iii) a (iv)

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (11m dia well ) Depth of soft rock strata upto 3m Hard rock (11m dia well ) Depth of hard rock upto 3 m Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil I) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil (12 m dia. Well ) Depth below bed level upto 3.0 M

metre metre

#VALUE! #VALUE!

metre

#VALUE!

(v)

B (i)

Descriptions

Page 57 of 346

Summary of Rate Analysis Item No. (ii) (iii) a b (iv) a b

Descriptions

Unit metre

#VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required

c

Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond

metre

#VALUE!

a b c

Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre

#VALUE!

Depth from bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

metre metre

#VALUE! #VALUE!

Add 5% for every additional meter depth of sinking over the rate of sinking for the20m previous meter Beyond upto 30 m

metre

#VALUE!

(v)

D

Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (12m dia well ) Depth of soft rock strata upto 3m Hard rock (12m dia well )

(i)

Depth of hard rock strata upto 3 m

C (i)

Sinking of Twin D Type well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil

12.19 A (i) (ii) (iii) a (iv) a b

Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous Add 20% of cost meter for Kentledge including supports, loading arrangement and Labour30m . Beyond upto 40 m

metre metre

#VALUE! #VALUE!

a b

Add 10% for every additional meter depth of sinking over the rate of sinking for previous Addthe 20% of cost meter for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil (Twin D Type Well )

metre metre

#VALUE! #VALUE!

Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

#VALUE! #VALUE!

a b

Add 5% for every additional meter depth of sinking over the rate of sinking for meter Addthe forprevious dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre metre

#VALUE! #VALUE!

a b c

Add 7.5% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour30m ). upto 40 m Beyond

metre metre metre

#VALUE! #VALUE! #VALUE!

metre metre metre

#VALUE! #VALUE! #VALUE!

metre

#VALUE!

(v)

B (i) (ii) (iii)

(iv)

(v) a b c C (i) D (i)

Rate

Beyond 3m upto 10m depth Beyond 10 m upto 20 m

Add 10% for every additional meter depth of sinking over the rate of sinking for meter Addthe 5%previous of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (Twin D Type well ) Depth of soft rock strata upto 3m Hard rock (Twin D Type well ) Depth of hard rock strata upto 3 m

metre

#VALUE!

12.21

Pneumatic sinking of wells with equipment of approved design, drawing and specifications worked by competent and trained personnel and comprising of compression and decompression chambers, reducers, two air locks separately for men and plant & materials, arrangement for supply of fresh air to working chambers, check valves, exhaust valves, shafts made from steel plates of riveted construction not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m wide landing plate forms with railing, arrangement for compression and decompression, electric lighting of 50 V maximum, proper rooms for rest and medical examinations and compliance with safety precautions as per IS:4138, all as filling per clause1207.6 of MoRTH Specifications. Sand in wells complete as per drawing and technical specifications

cum

#VALUE!

12.22

Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

tonne

#VALUE!

12.20

Page 58 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

12.26

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-750 mm) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) Driven cast-in-place vertical M35 grade R.C.C. pile excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 750 mm)

12.27

Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1000 mm)

metre

#VALUE!

12.28

Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1200 mm)

metre

#VALUE!

12.29

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=500 mm)

metre

#VALUE!

12.30

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=750 mm)

metre

#VALUE!

12.31

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=1000 mm)

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

12.23 12.24 12.25

12.35

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 300 mm x 300 mm) Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 500 mm x 500 mm) Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 750 mm x 750 mm) Driven vertical steel piles complete as per drawing and & Technical Specification (Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) )

12.36

Driven vertical steel piles complete as per drawing and & Technical Specification (Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) )

12.32 12.33 12.34

#VALUE!

metre

#VALUE!

metre

#VALUE!

(i) (ii)

Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25

cum cum

#VALUE! #VALUE!

(i) (ii)

Using concrete mixer. Using Batching Plant, RCC Grade M30 Using concrete mixer. Using Batching Plant, RCC Grade M35 Using concrete mixer. Using Batching Plant, Levelling course for Pile

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump cap

cum cum cum

#VALUE! #VALUE! #VALUE!

tonne

#VALUE!

tonne

#VALUE!

C (i) (ii) D (i) (ii)

12.41

metre

Cement concrete for reinforced concrete in pile cap complete as per drawing and Specification RCC Technical Grade M20

B

12.40

#VALUE!

Pile load test on single vertical pile in accordance with IS:2911(Part-IV)

12.37 12.38 A

12.39

metre

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

Page 59 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-13 SUB-STRUCTURE Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

13.1 13.2

cum

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

Transit Mixer and Concrete Pump

cum cum

#VALUE! #VALUE!

13.3

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Plasteringspecifications with cement mortar (1:3 ) on brick work in sub-structure as per

13.4

Technical specifications Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications A B C

13.5 A (p)

Random Rubble Masonry Coursed rubble masonry (first sort ) Ashlar masonry ( first sort ) Plain/Reinforced cement concrete in sub-structure complete as per drawing and specifications PCC technical Grade M15 Height upto 5m PCC Grade M20

B (p) C (p) Case I Case II (q) Case I Case II (r) Case I Case II D (p) Case I Case II (q) Case I Case II (r) Case I Case II E (p) Case I Case II (q) Case I Case II (r) Case I Case II F (p) Case I Case II (q) Case I Case II (r) Case I Case II G (p) Case I Case II

Height upto 5m PCC Grade M25 Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump PCC Grade M30 Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant, RCC Grade M20 Height upto 5m Using concrete Mixer With Batching Plant, Height 5m to 10m Using concrete Mixer With Batching Plant, Height above 10m Using concrete Mixer With Batching Plant, RCC Grade M25 Height upto 5m Using concrete Mixer With Batching Plant, Height 5m to 10m Using concrete Mixer With Batching Plant, Height above 10m Using concrete Mixer With Batching Plant, RCC Grade M30 Height upto 5m Using concrete Mixer With Batching Plant,

Page 60 of 346

Summary of Rate Analysis Descriptions

Unit

(q) Case I

Height 5m to 10m Using concrete Mixer

cum

#VALUE!

Case II (r)

With Batching Plant, Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

13.6

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

tonne

#VALUE!

13.7

Supplying, fitting and placing Mild steel reinforcement complete in substructure as per drawing and technical specification

tonne

#VALUE!

each

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

tonne capacity

#VALUE!

tonne capacity

#VALUE!

tonne capacity

#VALUE!

cubic centimetr e

#VALUE!

tonne capacity

#VALUE!

tonne capacity

#VALUE!

Item No.

Case I Case II H (p) Case I Case II (q) Case I Case II (r) Case I Case II

13.9 A B

13.11

13.12

13.13

13.14

13.15

13.16

Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification

13.8

13.10

With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M35

Rate

Granular material Sandy material Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and Technical Specifications. Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.

Page 61 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-14 SUPER-STRUCTURE Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification

14.1

Case I

RCC Grade M20 Using Concrete Mixer

(i)

For solid slab super-structure, 20-30% of (a+b+c)

A

(p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c)

(ii) (p) (q) (r) B Case I (i) (p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q) (r) C Case I (i) (p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q)

Height upto 5m Height 5m to 10m Height above 10m RCC Grade M25 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m RCC Grade M 30 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant, Transit Mixer and Concrete Pump. For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m

Page 62 of 346

Summary of Rate Analysis Item No. (r) D Case 1 (i) (p) (q) (r)

Descriptions

Unit

Height above 10m RCC/PSC Grade M35 Using concrete mixer. For solid slab super-structure, 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

Rate

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

For T-beam & slab, 23-33% of (a+b+c)

(ii) (p) (q) (r) (iii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q) (r) (iii) (p) (q) (r) E Case 1 (i) (p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q) (r) (iii) (p) (q) (r) F (i) (p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m For box girder and balanced cantilever, 38-58% of cost of concrete. Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 23-33% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For box girder and balanced cantilever, 38-58% of cost of concrete. Height upto 5m Height 5m to 10m Height above 10m PSC Grade M-40 Using concrete mixer. For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 23-33% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For box girder and balanced cantilever, 38-58% of cost of concrete. Height upto 5m Height 5m to 10m Height above 10m PSC Grade M-45 For solid slab/voided slab super-structure, 16-26% of cost of concrete (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For I-beam & slab including launching of precast girders by launching truss upto 40 m span, 21-31% of cost of concrete.

(ii) (p) (q)

Height upto 5m Height 5m to 10m

Page 63 of 346

Summary of Rate Analysis Item No. (r) (iii) (p) (q) (r)

Descriptions

Unit

Height above 10m For cast-in-situ box girder, segmental construction and balanced cantilever, 36-56% cost5m of concrete. Heightofupto

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

cum cum

#VALUE! #VALUE!

cum

#VALUE!

tonne

#VALUE!

tonne

#VALUE!

cum

#VALUE!

sqm

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre each cum

#VALUE! #VALUE! #VALUE!

cum

#VALUE!

Height 5m to 10m Height above 10m

Rate

PSC Grade M-50

G (i) (p) (q) (r)

For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55% cost5m of concrete Heightofupto Height 5m to 10m Height above 10m PSC Grade M- 55

H (i) (p) (q) (r)

For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55% cost5m of concrete Heightofupto Height 5m to 10m Height above 10m a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

14.2

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

14.3 14.4

Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.) Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification Drainage Spouts complete as per drawing and Technical specification

14.5

14.6

14.7

14.8 14.9 14.10 14.11

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

14.12

Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy Coating (FBEC) (To be taken as per the prevailing market rates.) Precast - pretensioned Girders (Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and technical specifications) Providing and fixing Helical pipes in voided concrete slabs

14.13 14.14

cum

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.

metre

#VALUE!

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

metre

#VALUE!

14.15

Crash Barriers (The rate analysis for rigid crash barrier in reinforced cement concrete, semi-rigid crash barrier with metal beam and flexible crash barrier with wire ropes have been made and included in chapter-8 on Traffic and Transportation.)

14.16

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.) Filler joint

14.17

14.18 (i) (ii)

tonne

Page 64 of 346

Summary of Rate Analysis Item No. (iii)

(iv)

14.19

14.20

14.21

14.22

14.23

14.24

Descriptions

Unit

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod,Steel all asExpansion per approved drawings andand specifications.) Elastomeric Slab Joint (Providing laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.) Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.) Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) Modular Strip / Box Seal Joint (Providing and laying of a modular strip Box steel expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) Modular Strip / Box Seal Joint (Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)

Page 65 of 346

Rate

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

metre

#VALUE!

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS

A

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.

A

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder

15.1

15.2

15.3

15.4

B 15.5

Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) Toe protection (A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concrete block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.

15.6

15.7

15.8 A B 15.9 15.10 A B

Rubble stone laid in cement mortar 1:3 Cement Concrete blocks Grade M15 Dry rubble Flooring Curtain wall complete as per drawing and Technical specification Stone masonry in cement mortar (1:3) Cement concrete Grade M15

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

cum

#VALUE!

sqm

#VALUE!

cum cum cum

#VALUE! #VALUE! #VALUE!

cum cum

#VALUE! #VALUE!

15.11

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

cum

#VALUE!

15.12

Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire)

cum

#VALUE!

15.13

Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)

cum

#VALUE!

Page 66 of 346

Summary of Rate Analysis Item No.

Descriptions

Unit

Rate

CHAPTER-16 REPAIR AND REHABILITATION Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm) Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.

16.1

16.2 16.3

16.4

16.5 A B

Cement Grout Cement mortar (1:1) Grouting

16.6

Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.

16.7

Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.

16.8

16.9

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

sqm

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

each

#VALUE!

kg kg

#VALUE! #VALUE!

sqm

#VALUE!

kg

#VALUE!

sqm

#VALUE!

sqm

#VALUE!

16.10

Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete

sqm

#VALUE!

16.11

Eproxy bonding of new concrete to old concrete

sqm

#VALUE!

tonne

#VALUE!

tonne

#VALUE!

tonne

#VALUE!

each each metre metre metre metre

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

metre

#VALUE!

metre metre

#VALUE! #VALUE!

16.12

16.13

16.14 16.15 16.16 16.17 16.18 16.19 16.20 16.21 16.22 16.23

Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification Replacement of bearings complete as per Technical specification Rectification of bearings as per Technical specifications Replacement of Expansion Joints complete as per drawings Replacement of damaged concrete railing. Replacement of crash barrier. Replacement of damaged mild steel railing Repair of crash barrier (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concrete after erection of proper form work.) Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.) Repair of steel Railing (Repair of steel railing to bring it to the original shape)

Page 67 of 346

Ref. to Sr No MoRT H 1.1 Spec.

1.2

1.3

CHAPTER-1 CARRIAGE OF MATERIALS Description

Unit

Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kanker/Moorum. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return Unit =trip cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading ii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour iii) Maneuvering, reversing, dumping and turning for return iv) Waiting time, unforeseen Total a) Machinery Tipper 5.5 tonnes capacity Front end-loader 1 cum bucket capacity @ 25 cum/hour b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/ 5.5 Note Unloading will be by tipping. Loading and Unloading of Boulders by Manual Means Unit = cum Taking output = 5.5 cum a) Labour Mate Mazdoor for loading and unloading b) Machinery Tipper 5.5 tonne capacity c) Overhead charges @ input on d) Contractor's profit @ input on Cost for5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 Note Unloading will be by tipping. Loading and Unloading of Cement or Steel by Manual Means and Stacking. Unit = tonne Taking output = 10 tonnes a) Labour Mate Mazdoor for loading and unloading b) Machinery Truck 10 tonne capacity c) Overhead charges @ input on d) Contractor's profit @ input on Cost for10 tonnes = a+b+c+d Rate per tonnes = (a+b+c+d)/10

1.4

(i)

Cost of Haulage Excluding Loading and Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unit = t.km Taking output 10 tonnes load and lead 10 km = 100 t.km Surfaced Road Speed with load : 25 km / hour. Speed while Returning empty :35 km / hour. a) Machinery. Tipper 10 tonne capacity Time taken for onward haulage with Time taken for empty return trip. b) Overhead charges @ input on (a) c) Contractor's profit @ input on Page 1 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

cum

1 Min 13 Min 2 Min 4 Min 20 Min hour hour

0.330 input 0.330 input

#VALUE! #VALUE!

P&MP&M017

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day

0.110 input 0.750 input

#VALUE! #VALUE!

L-12 L-13

hour

0.750 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

day day

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

hour

2.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

hour hour

0.400 input 0.290 input

#VALUE! #VALUE! #VALUE! #VALUE!

P&MP&M-

Ref. to Sr No MoRT H Spec.

1.4

Description

Unit

Quantity

cost for 100 t km = a+b+c Rate per t.km = (a+b+c)/100 (ii)

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! say #VALUE!

Rate Rs

Unsurfaced Graveled Road Speed with load: 20 km / hour Speed for empty return trip :30 km / hour a)

Machinery Tipper 10 tonnes capacity Time taken for onward haulage with load Time taken for empty return trip

b)

hour

0.500 input

#VALUE!

hour

0.330 input

#VALUE!

P&M048 P&M-

#VALUE!

048

Overhead charges @ input on (a)

c) Contractor's profit @ input on (a+b) Cost for 100 t .km = a+b+c

#VALUE! #VALUE!

Rate per t.Km = (a+b+c)/100

#VALUE! say #VALUE!

1.4

(iii)

Katcha Track and Track in River Bed/Nallah Bed and Choe Bed. Speed with load :10 km / hour Speed while returning empty:15 km / hour a)

Machinery Tipper 10 tonnes capacity

b)

Time taken for onward haulage

hour

1.000 input

#VALUE!

Time taken for empty return trip

hour

0.670 input

#VALUE!

P&M048 P&M-

#VALUE!

048

Overhead charges @ input on (a)

#VALUE!

c) Contractor's profit @ input on (a+b) Cost for 100 t .km = a+b+c

#VALUE!

Rate per t.Km = (a+b+c)/100

#VALUE! say #VALUE!

1.5

Hand Broken Stone Aggregates 63 mm Nominal Size Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) stacking as directed Unit =and cum Taking output = 1 cum a)

b)

Labour Mate

day

0.060 input

#VALUE!

L-12

Mazdoor

day

1.500 input

#VALUE!

L-13

cum

1.100 input

#VALUE! M-002

Material Supply of quarried stone 150 - 200 mm

c) size Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE! #VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

1.6

Crushing of Stone Aggregates 13.2 mm Nominal Size. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone of 13.2 mm nominal size. Unit =aggregates cum Taking Output = 600 cum at crusher location. a) Labour Mate

day

0.760 input

#VALUE!

L-12

Mazdoor Skilled

day

2.000 input

#VALUE!

L-14

Mazdoor including breaking of any boulder. b) oversize Material

day

17.000 input

#VALUE!

L-13

Stone Boulder of size 150 mm and below

cum

800.000 input

Page 2 of 346

#VALUE! M-001

Ref. to Sr No MoRT H Spec.

Description c)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity

Hour

6.000 input

#VALUE!

Hour

20.000 input

#VALUE!

Tipper 5.5 cum capacity

Hour

20.000 input

#VALUE!

P&M028 P&M017 P&M-

#VALUE!

048

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 600 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)*0.95/600

#VALUE! say #VALUE!

Note 1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 95 per cent of above cost will be attributed to the production of 600 cum of stone chips of 13.2 mm size and balance 5 per cent to the production of stone dust which out as stone a by-product. 3. Thecomes integrated crusher includes 1.7

primary and secondary crushing units. Crushing of Stone Aggregates 20 mm Nominal of Size Crushing stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone of 20 mm nominal size. Unit =aggregates cum Taking Output = 670 cum at crusher location. a) Labour Mate

day

0.760 input

#VALUE!

L-12

Mazdoor Skilled

day

2.000 input

#VALUE!

L-14

Mazdoor including breaking of any size b) boulder. Material

day

17.000 input

#VALUE!

L-13

Stone Boulder of size 150 mm and c) below Machinery

cum

800.000 input

Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity

Hour

6.000 input

#VALUE!

Hour

20.000 input

#VALUE!

Tipper 5.5 cum capacity

Hour

20.000 input

#VALUE!

P&M028 P&M017 P&M-

#VALUE!

048

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! M-001

#VALUE!

(a+b+c+d) Cost for 670 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)*0.90/670

#VALUE! say #VALUE!

Note 1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 20 and 40 2. mm. 90 per cent of above cost will be attributed to the production of 670 cum of stone aggregates of 20mm size and balance 10 per cent will be for smaller size aggregates and stone dust which comes out as by-product. 3. aThe integrated stone crusher includes 1.8

primary and secondary crushing units. Crushing of Stone Aggregates 40 mm Nominal Size Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone of 40 mm nominal size. Unit =aggregates cum Taking Output = 750 cum at crusher location. a) Labour Mate

day

0.760 input

#VALUE!

L-12

Mazdoor Skilled

day

2.000 input

#VALUE!

L-14

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor b)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

day

17.000 input

cum

800.000 input

Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity

Hour

6.000 input

#VALUE!

Hour

20.000 input

#VALUE!

Tipper 5.5 cum capacity

Hour

20.000 input

#VALUE!

P&M028 P&M017 P&M-

#VALUE!

048

Material

Stone Boulder of size 150 mm and c) below Machinery

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 750 cum = (a+b+c+d+e)x0.85 Rate per cum (a+b+c+d+e)x0.85/750

#VALUE! =

Note 1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 85 per cent of above cost will be attributed to the production of 750 cum of stone aggregates of 40mm size and balance 15 per cent will be for smaller size aggregates and stone dust which comes out as by-product. 3. aThe integrated stone crusher includes primary and secondary crushing units.

Page 4 of 346

#VALUE! M-001

#VALUE! say #VALUE!

CHAPTER-2 SITE CLEARANCE

Ref. to Sr No MoRT H 2.1 Spec. 201

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Cutting of Trees, including cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling the depression/pit. Unit =inEach (i)

Girth from 300 mm to 600 mm a)

Labour Mate

Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable within 1000 metres lead by b) materials Machinery Tractor-trolley

day

0.020 input

#VALUE!

L-12

day

0.600 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE! #VALUE!

(a+b+c) Rate for each tree = a+b+c+d

#VALUE! say #VALUE!

2.1

(ii)

Girth from 600 mm to 900 mm a) Labour Mate Mazdoors for cutting trees including cutting, refilling, compaction of backfilling, and stacking of serviceable within 1000 metres lead by b) materials Machinery Tractor-trolley

day

0.040 input

#VALUE!

L-12

day

0.900 input

#VALUE!

L-13

hour

0.300 input

#VALUE!

P&M053

#VALUE!

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Rate for each tree = a+b+c+d

#VALUE! say #VALUE!

2.1

(iii)

Girth from 900 mm to 1800 mm a) Labour Mate Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable within 1000 metres b) materials Machinery Tractor-trolley

day

0.080 input

#VALUE!

L-12

day

2.000 input

#VALUE!

L-13

hour

0.400 input

#VALUE!

P&M053

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate for each tree = a+b+c+d

#VALUE! say #VALUE!

2.1

2.2

(iv)

201

Girth above 1800 mm a) Labour Mate Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable within 1000 metres b) materials Machinery Tractor-trolley c) Overhead charges @ input on d) Contractor's profit @ input on Rate for each tree = a+b+c+d Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of Means the area . By Manual Unit = Hectare Taking output = 1 Hectare Page 1 of 346

day day

0.160 input 4.000 input

#VALUE! #VALUE!

L-12 L-13

hour

0.600 input

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Ref. to Sr No MoRT H Spec.

2.3

Description

Unit

Labour Mate Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Rate per Hectare = a+b+c

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

a)

201

(i) A

day day

2.000 input 50.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

Mate

day

6.000 input

#VALUE!

L-12

Mazdoor

day 150.000 input

#VALUE!

L-13

#VALUE!

P&M053

Clearing and Grubbing Road Land . Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top Unit = Hectare Taking output = 1 Hectare By Manual Means:In area of light jungle a)

b)

Labour

Machinery Tractor-trolley

hour

1.000 input

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per Hectare = a+b+c+d

#VALUE! say #VALUE!

2.3 (i)

B

In area of thorny jungle a)

b)

Labour Mate

day

8.000 input

#VALUE!

L-12

Mazdoor

day 200.000 input

#VALUE!

L-13

#VALUE!

P&M053

Machinery Tractor-trolley

hour

2.000 input

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per Hectare = a+b+c+d

#VALUE! say #VALUE!

2.3

(ii)

By Mechanical Means

A

In area of light jungle a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13

hour

10.000 input

#VALUE!

hour

1.000 input

#VALUE!

P&M014 P&M053

Machinery Dozer 80 HP with attachment for removal of trees & stumps Tractor-trolley

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per Hectare = a+b+c+d

#VALUE! say #VALUE!

2.3 (ii)

B

In area of thorny jungle a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

hour

12.000 input

#VALUE!

hour

1.500 input

#VALUE!

P&M014 P&M053

Machinery Dozer 80 HP with attachment for removal of trees & stumps Tractor-trolley

c) Overhead charges @ input on (a+b) Page 2 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Contractor's profit @ input on (a+b+c) Rate per Hectare = a+b+c+d

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 2.4

202

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of Unit = cum Taking output = 1.25 cum (i)

Lime /Cement Concrete I

By Manual Means

A

Lime Concrete, cement concrete grade M-10 and below a) Labour

b)

Mate

day

0.040 input

#VALUE!

L-12

Mazdoor for dismantling and loading

day

1.000 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (i)

B

Cement Concrete Grade M-15 & M-20 a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mazdoor for dismantling and loading

day

1.250 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (i)

C

Prestressed / Reinforced concrete grade M-20 & above a) Labour

cement

Mate

day

0.150 input

#VALUE!

L-12

Blacksmith

day

0.250 input

#VALUE!

L-02

day

3.500 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4

II

A

By Mechanical Means for items No. 202( b)&Concrete ( c) Cement Grade M-15 & M-20 a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Mazdoor for loading and unloading

day

0.250 input

#VALUE!

L-13

Mazdoor with Pneumatic breaker

day

0.250 input

#VALUE!

L-14

Machinery

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1.5 cum per hour Tractor-trolley

Quantity

Rate Rs

hour

0.670 input

hour

0.270 input

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. #VALUE! P&M001 #VALUE! P&M#VALUE! 053 #VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 II

B

Prestressed / reinforced concrete grade M-20 & above a) Labour

b)

cement

Mate

day

0.050 input

#VALUE!

L-12

Mazdoor with Pneumatic breaker

day

0.660 input

#VALUE!

L-14

Blacksmith

day

0.250 input

#VALUE!

L-02

Mazdoor for loading and unloading

day

0.250 input

#VALUE!

L-13

hour

1.000 input

#VALUE!

hour

0.270 input

#VALUE!

P&M001 P&M053

Machinery Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1.00 cum per hour Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4

(ii) A

Dismantling Brick / Tile work In lime mortar a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.020 input

#VALUE!

L-12

day

0.500 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (ii)

B

In cement mortar a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.030 input

#VALUE!

L-12

day

0.750 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (ii)

C

In mud mortar a)

b)

Labour Mate

day

0.016 input

#VALUE!

L-12

Mazdoor for dismantling and loading

day

0.400 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE!

Page 4 of 346

#VALUE!

Ref. to Sr No MoRT H Spec. 2.4 (ii)

Description

D

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

Dry brick pitching or brick soling a)

Labour Mate

Mazdoor for Dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.014 input

#VALUE!

L-12

day

0.350 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4

(iii) A

Dismantling Stone Masonry Rubble stone masonry in lime mortar a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.024 input

#VALUE!

L-12

day

0.600 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (iii)

B

Rubble stone mortar. a) Labour

masonry

in

cement

Mate Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.030 input

#VALUE!

L-12

day

0.750 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (iii)

C

Rubble Stone Masonry in mud mortar. a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.020 input

#VALUE!

L-12

day

0.500 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (iii)

D

Dry rubble masonry a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.018 input

#VALUE!

L-12

day

0.450 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE!

Page 5 of 346

#VALUE!

Ref. to Sr No MoRT H Spec. 2.4 (iii)

Description

E

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

Dismantling stone pitching/ dry stone spalls. a) Labour Mate Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.016 input

#VALUE!

L-12

day

0.400 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4 (iii)

F

Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials. a) Labour Mate Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.020 input

#VALUE!

L-12

day

0.500 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE!

#VALUE!

say #VALUE! 2.4

(iv)

Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m plinth level a) above Labour Mate

day

0.060 input

#VALUE!

L-12

Carpenter

day

0.500 input

#VALUE!

L-04

day

1.000 input

#VALUE!

L-13

hour

0.270 input

#VALUE!

P&M053

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 1.25 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/ 1.25

#VALUE! say #VALUE!

2.4

(v)

Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. Unit = tonne Taking output = 1 tonne

A

Including dismembering a)

Labour Mate

day

0.140 input

#VALUE!

L-12

Blacksmith

day

1.000 input

#VALUE!

L-02

day

2.500 input

#VALUE!

L-13

Mazdoor for dismantling, loading and Add unloading 2.5 per cent of cost of labour for gas cutting, ropes, pulleys etc. b) Machinery Tractor-trolley

#VALUE!

hour

0.170 input

#VALUE! #VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

P&M053

#VALUE!

(a+b+c) Rate per tonne = a+b+c+d

#VALUE! say #VALUE!

2.4 (v)

B

Excluding dismembering. a)

Labour Mate

day Page 6 of 346

0.220 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor for dismantling, loading and unloading Blacksmith

Quantity

Rate Rs

day

2.000 input

day

0.500 input

#VALUE!

L-02

#VALUE!

Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys etc. b) Machinery Tractor-trolley

Remark Cost Rs s/ Input ref. #VALUE! L-13

hour

0.170 input

#VALUE! #VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

P&M053

#VALUE!

(a+b+c) Rate per tonne = a+b+c+d

#VALUE! say #VALUE!

2.4 (v)

C

Extra over item No( v ) A and( v ) B for cutting rivets. Unit = each Taking output = 10 rivets a)

b)

Labour Mate

day

0.010 input

#VALUE!

L-12

Blacksmith

day

0.130 input

#VALUE!

L-02

Mazdoor

day

0.130 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Cost for 10 rivets = a+b+c

#VALUE!

Rate for each rivet = ( a+b+c)/10

#VALUE! say #VALUE!

2.4

(vi)

Scraping of Bricks Dismantled from Brick Work including Stacking. Unit = numbers Taking output = 1000 numbers

A

In lime/Cement mortar a)

b)

Labour Mate

day

0.140 input

#VALUE!

L-12

Mazdoor

day

3.500 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per1000 Nos = a+b+c

#VALUE! say #VALUE!

2.4 (iv)

B

In mud mortar a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mazdoor

day

1.250 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per1000 Nos = a+b+c

#VALUE! say #VALUE!

2.4

(vii) Scraping of Stone from Dismantled Stone Unit = Masonry cum Taking output = 1 cum A

In cement and lime mortar a)

b)

Labour Mate

day

0.060 input

#VALUE!

L-12

Mazdoor

day

1.400 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b)per cum = a+b+c Rate

#VALUE! say #VALUE!

2.4 (vii)

B

In Mud mortar a)

Labour Mate

day Page 7 of 346

0.010 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor b)

day

Quantity

Rate Rs

0.300 input

Overhead charges @ input on (a)

Remark Cost Rs s/ Input ref. #VALUE! L-13 #VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per cum = a+b+c

#VALUE! say #VALUE!

2.4

(viii) Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry Unit = sqm Taking output = 100 sqm a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor for scarping and loading

day

4.000 input

#VALUE!

L-13

hour

0.320 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 100 sqm = a+b+c+d

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d)/100

#VALUE! say #VALUE!

2.4

(ix)

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Unit = metre Taking output = 1 metre

A

Up to 600 mm dia a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Mazdoor

day

0.520 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE!

c) Contractor's profit @ input on (a+b)per metre = a+b+c Rate

#VALUE! #VALUE! say #VALUE!

2.4 (ix)

B

Above 600 mm to 900 mm dia a)

b)

Labour Mate

day

0.030 input

#VALUE!

L-12

Mazdoor

day

0.700 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per metre = a+b+c

#VALUE! say #VALUE!

C

2.4 (ix)

Above 900 mm a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mazdoor

day

1.200 input

#VALUE!

L-13

Overhead charges @ input on (a)

c) Contractor's profit @ input on (a+b) Rate per metre = a+b+c

#VALUE! #VALUE! #VALUE! say #VALUE!

2.5

202

Note 1. The excavation of earth, dismantling of stone masonry work in head walls and protection works is not included which is to be Credit measured and paid separately. 2. for retrieved stone from masonry work may be taken as per actual availability. Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and materials separately Unitunserviceable = cum Taking output = 1 cum Page 8 of 346

Ref. to Sr No MoRT H Spec.

Description I

By Manual Means

A

Bituminous courses a)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Labour Mate

Mazdoor for dismantling, loading and b) unloading Machinery Tractor-trolley

day

0.060 input

#VALUE!

L-12

day

1.500 input

#VALUE!

L-13

hour

0.380 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

2.5 I

B

Granular courses a)

Labour Mate

Mazdoor for dismantling, loading and b) unloading. Machinery Tractor-trolley

day

0.040 input

#VALUE!

L-12

day

1.000 input

#VALUE!

L-13

hour

0.330 input

#VALUE!

P&M053

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

2.5

II A

By Mechanical Means Bituminous course a)

b)

Labour Mate

day

0.010 input

#VALUE!

L-12

Mazdoor

day

0.300 input

#VALUE!

L-13

hour

0.380 input

#VALUE!

hour

0.017 input

#VALUE!

P&M053 P&M-

#VALUE!

055

Machinery Tractor-trolley

Farm tractor with ripper @ 60 cum per c) hour Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

2.6

202

Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and Unit = cum Taking output = 1 cum a)

Labour Mate

day

0.030 input

#VALUE!

L-12

Semi skilled mazdoor for operating pneumatic tools Mazdoors as helpers including loading

day

0.500 input

#VALUE!

L-14

day

0.500 input

#VALUE!

L-13

Air compressor 250 cfm with two leads for pneumatic cutters/ hammers @ 1 cum per hour Tractor-trolley

hour

1.000 input

#VALUE!

hour

0.400 input

#VALUE!

Joint Cutting Machine with 2-3 blades

hour

1.000 input

#VALUE!

P&M001 P&M053 P&M-

#VALUE!

083

and unloading b) Machinery

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per cum = a+b+c+d

#VALUE! #VALUE! say #VALUE!

Page 9 of 346

Ref. to Sr No MoRT Description H Spec. Note The above analysis is for removal of complete pavement. In case full depth repair work is required to be done after dismantling, provision of a concrete cutting and sawing machine may be added for 0.25 2.7 202 Dismantling of Guard Rails

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials Unit = running metre separately. Taking output = 1 metre a)

Labour Mate

Mazdoor including loading and b) unloading Machinery Tractor-trolley

day

0.006 input

#VALUE!

L-12

day

0.150 input

#VALUE!

L-13

hour

0.050 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per metre = a+b+c+d

#VALUE! say #VALUE!

2.8

202

Dismantling of Kerb Stone Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre Unit = running metre Taking output = 10 metre a)

Labour Mate

Mazdoor including loading and b) unloading Machinery Tractor-trolley

day

0.010 input

#VALUE!

L-12

day

0.150 input

#VALUE!

L-13

hour

0.200 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 m = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

2.9

202

Dismantling of Kerb Stone Channel Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre Unit = running metre Taking output = 10 metre a)

Labour Mate

Mazdoor including loading and b) unloading Machinery Tractor-trolley

day

0.015 input

#VALUE!

L-12

day

0.225 input

#VALUE!

L-13

hour

0.300 input

#VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! #VALUE! say #VALUE!

2.10

202

Dismantling of Kilometre Stone Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto m and back filling of pit. Unit 1000 = Each Taking output = one KM stone

A

5th KM stone

Page 10 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Quantity of cement concrete = 0.392 cum a)

b)

Labour Mate

day

0.130 input

#VALUE!

L-12

Mazdoor

day

0.750 input

#VALUE!

L-13

hour

0.150 input

#VALUE!

P&M053

Machinery Tractor-trolley

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate for one 5th KM stone = a+b+c+d

#VALUE! say #VALUE!

B

Ordinary KM Stone Quantity of cement concrete = 0.269 cum a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Mazdoor

day

0.500 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M053

Machinery Tractor-trolley

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate for one ordinary KM stone = a+b+c+d C

#VALUE! say #VALUE!

Hectometre Stone Quantity of cement concrete = 0.048 cum a)

b)

Labour Mate

day

0.004 input

#VALUE!

L-12

Mazdoor

day

0.100 input

#VALUE!

L-13

hour

0.020 input

#VALUE!

P&M053

Machinery Tractor-trolley

#VALUE!

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d) (a+b+c) Rate for a+b+c+d 2.11

202

one

Hectometre

stone

#VALUE! #VALUE!

=

say #VALUE!

Dismantling of Fencing Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. Unit = running metre Taking output = 30 metres a)

b)

Labour Mate

day

0.150 input

#VALUE!

L-12

Mazdoor including loading and unloading Blacksmith

day

3.000 input

#VALUE!

L-13

day

0.750 input

#VALUE!

L-02

hour

0.150 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 30 metres = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/30

#VALUE! #VALUE! say #VALUE!

2.12

202

Dismantling of CI Water Pipe Line Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department Page 11 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = running metre Taking output = 10 metres a)

Labour Mate

day

0.090 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

Plumber

day

0.250 input

#VALUE!

L-02

Truck 10 tonne capacity

hour

0.250 input

#VALUE!

Light Crane 3 tonne capacity

hour

0.500 input

#VALUE!

P&M057 P&M-

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

013

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

b)

Machinery

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

2.13

202

Note The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately. Removal of Cement Concrete Pipe of Sewer Gutter Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling Unit = running metre Taking output = 10 metres a)

Labour Mate

day

0.100 input

#VALUE!

L-12

Mazdoor

day

2.500 input

#VALUE!

L-13

Crane 5 tonne capacity

hour

0.300 input

#VALUE!

Truck flat body 10 tonne

hour

1.000 input

#VALUE!

P&M070 P&M-

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

057

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

b)

Machinery

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

2.14

202

Note The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately. Removal of Telephone / Electric Poles and Linesof telephone / Electric poles Removal including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 Unit =metres each and stacking the serviceable Taking output = 30 Nos a)

b)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

Electrician/Lineman

day

2.000 input

#VALUE!

L-02

hour

1.500 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 30 poles = a+b+c+d

#VALUE!

Rate per pole = (a+b+c+d)/30

#VALUE! #VALUE! say #VALUE!

Page 12 of 346

Ref. to Sr No MoRT H 3.1 Spec. 301

3.2

301

CHAPTER - 3 EARTH WORK, EROSION CONTROL AND DRAINAGE Description

Unit

Excavation in Soil by Manual Means . Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with lifts and lead upto1000 metres. Unit all = cum Taking output = 120 cum a) Labour Mate Mazdoor b) Machinery Truck 5.5 cum capacity c) Overhead charges @ input on d) Contractor's profit @ input on Cost of 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day

1.800 input 45.000 input

#VALUE! #VALUE!

L-12 L-13

hour

10.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

day day

2.800 input 70.000 input

#VALUE! #VALUE!

L-12 L-13

hour

10.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

day day

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

hour

6.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Note In case there is a situation where the crosssection is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall omitted. Rock by Manual Excavation inbe Ordinary Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto metres Unit 1000 = cum Taking output = 120 cum a) Labour Mate Mazdoor b) Machinery Truck 5.5 cum capacity c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120

3.3

301

Note In case there is a situation where the crosssection is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall omitted. Excavation inbe Soil with Dozer with lead upto 100 metres Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross Unit = cum Taking output = 180 cum a) Labour Mate Mazdoor b) Machinery Dozer, 80 HP @ 30 cum per hour c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 180 cum = a+b+c+d Rate per cum = (a+b+c+d)/180

3.4

301

Excavation in Ordinary Rock with Dozer with lead upto 100 metres

Page 1 of 346

Ref. to Sr No MoRT H Spec.

3.5

301

Description

Unit

Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross Unit = cum Taking output = 108 cum a) Labour Mate Mazdoor b) Machinery Dozer, 80 HP @ 20 cum per hour c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 108 cum = a+b+c+d Rate per cum = (a+b+c+d)/108

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day

0.120 input 3.000 input

#VALUE! #VALUE!

L-12 L-13

hour

6.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Mate

day

0.220 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Driller

day

2.000 input

#VALUE!

L-06

Blaster

day

0.250 input

#VALUE!

L-03

Dozer, 80 HP @ 30 cum per hour

hour

6.000 input

#VALUE!

Air compressor, 250 cfm with 2 jack hammer Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M014 P&M-

hour

6.000 input

#VALUE!

Tipper10 tonne capacity

hour

11.250 input

#VALUE!

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and Unitdisposal = cum of cut road with in all lifts and Taking 0utput = 180 cum a)

b)

c)

Labour

Machinery

001 P&M017 P&M048

Materials Gelatin 80 per cent

kg

Electric Detonators @ 1 detonator for 2 gelatin sticks of 125 gms each Credit for excavated rock found suitable for use @ 50 per cent quantity blasted d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

63.000 input

each 252.000 cum

90.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 0.00 0.00 M-089 #VALUE! #VALUE!

(a+b+c+d) Cost for 180 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/180

#VALUE! say #VALUE!

3.6

301

Note 1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced/restricted extent. Excavation in Soilto that using Hydraulic Excavator CK 90 and Tippers with Disposal metres.in soil with Excavationupto for 1000 roadwork hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts Unit = cum Taking output = 360 cum a)

Labour Mate

day Page 2 of 346

0.080 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor b)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

day

2.000 input

hour

6.000 input

#VALUE!

hour

16.000 input

#VALUE!

Machinery

Hydraulic excavator 0.9 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

P&M026 P&M048

#VALUE!

(a+b+c) Cost for 360 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/360

#VALUE! say #VALUE!

3.7

301

Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with Disposal upto 1000 metres. Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, Unit = cum Taking output = 240 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

11.000 input

#VALUE!

P&M026 P&M048

Machinery

Hydraulic Excavator 0.90 cum bucket capacity @ 36 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 240 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/240

#VALUE! say #VALUE!

3.8

301

A

Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of Mechanised Unit = cum Taking output = 36 cum a)

Labour Mate

day

0.400 input

#VALUE!

L-12

day

10.000 input

#VALUE!

L-13

Hydraulic excavator with rock breaker attachment @ 6 cum per hour Tipper 5.5 cum capacity, 1 trip per hour.

hour

6.000 input

#VALUE!

Credit for excavated rock found suitable for use @ 50 per cent of excavated c) quantity Overhead charges @ input on (a+b) d) Contractor's profit @ input on

cum

Mazdoor for trimming slopes including mannul loading in truck b) Machinery

(a+b+c) Cost for 36 cum = a+b+c+d

hour

6.500 input 18.000

0.00

P&M026 #VALUE! P&M048 0.00 M-089 #VALUE! #VALUE! #VALUE!

Rate per cum = (a+b+c+d)/36

#VALUE! say #VALUE!

Note 1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be restricted/reduced to that extent. Page 3 of 346

Ref. to Sr No MoRT H Spec. 3.8

Description

B

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

3.Being small quantity, manual loading will be economical in this case and has been provided accordingly. Manual Method Unit = cum Taking output = 16 cum a)

Labour Mate

day

1.640 input

#VALUE!

L-12

Mazdoor including loading in truck

day

16.000 input

#VALUE!

L-13

Chiseller

day

24.000 input

#VALUE!

L-05

Blacksmith

day

1.000 input

#VALUE!

L-02

Tipper 5.5 cum capacity, 1 trip per hour.

hour

2.900 input

#VALUE!

Credit for excavated rock found suitable for use @ 50 per cent of excavated c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

cum

8.000

P&M048 M-089

b)

Machinery 0.00

0.00 #VALUE! #VALUE!

(a+b+c) Cost for 16 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/16

#VALUE! say #VALUE!

3.9

301

Note 1. Credit is considered for 50 per cent of quantity of work. 2. Loading for disposal will be done manually, being small quantity. 3. In case some rock is issued to contractor at site, the item of carriage shall be omitted to the extent of quantity issued to the contractor. Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and Unitdisposal = cum of cut road with in all lifts and Taking output = 180 cum a)

b)

Labour Mate

day

0.220 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Driller

day

2.000 input

#VALUE!

L-06

Blaster

day

0.500 input

#VALUE!

L-03

Dozer 80 HP @ 30 cum per hour

hour

6.000 input

#VALUE!

Air compressor, 250 cfm with 2 jack hammers Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M014 P&M-

hour

6.000 input

#VALUE!

hour

8.200 input

#VALUE!

kg

63.000 input

Machinery

Tipper 5.5 cum capacity, 4 trips per c) hour. Materials Gelatin 80 per cent Electric Detonators @ 1 detonator for1/2 gelatin stick of 125 gms each Credit for excavated rock found suitable for use @ 50 per cent quantity blasted Add 5 per cent of cost of a+b+c towards muffling arrangements to guard against any rock fly off during d) blasting Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 180 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/180

048 each 1008.000 cum

90.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 0.00 0.00 M-089 #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note 1. Credit is considered for 50 per cent of quantity of blastered rock, if found suitable for construction..

Page 4 of 346

001 P&M017 P&M-

Ref. to Sr No MoRT H Spec. 3.10

301

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced tointhat extent. Excavation Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross Unit = cum Taking output = 300 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

13.640 input

#VALUE!

P&M026 P&M048

Machinery

Hydraulic excavator 0.90 cum bucket capacity @ 50 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 300 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/300

#VALUE! say #VALUE!

3.11

301

Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per=clause Unit cum 305. Taking output = 360 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

16.360 input

#VALUE!

P&M026 P&M048

Machinery

Excavator0.90 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 360 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/360

#VALUE! say #VALUE!

3.12

303

Note This item does not include replacement of unsuitable soil by suitable soil. Replacement, where required, is to be provided and of paid separately under clause Presplitting Rock Excavation Slopes Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, Unit = sqm Taking output = 400 sqm( 120 cum considering 300mm average depth of excavation over the existing rock face) a) Labour

b)

Mate

day

0.600 input

#VALUE!

L-12

Mazdoor

day

15.000 input

#VALUE!

L-13

Machinery

Page 5 of 346

Ref. to Sr No MoRT H Spec.

Description

c)

Unit

Quantity

Rate Rs

Air compressor 250 cfm with 2 leads @ 20 cum per hour Dozer, 80 HP

hour

6.000 input

hour

6.000 input

Front end loader 1 cum bucket capacity

hour

6.000 input

Remark Cost Rs s/ Input ref. #VALUE! P&M001 #VALUE! P&M014 #VALUE! P&M017

Materials Gelatin 80 per cent

kg

Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

42.000 input

each 672.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 #VALUE! #VALUE!

(a+b+c+d) Cost for 400 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/400

#VALUE! say #VALUE!

3.13

304

Note In case blasted rock is used to the contractor against payment for constructed work, the cost of carriage shall be reduced to that extent. Excavation for Structures

(i)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the Ordinary soil Unit = cum Taking output = 10 cum

A

Manual Means (Depth upto 3 m) a)

b)

Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor

day

8.000 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE!

c) Contractor's profit @ input on (a+b) Cost for 10 cum = a+b+c

#VALUE! #VALUE!

Rate per cum = (a+b+c)/10

#VALUE! say #VALUE!

3.13 (i)

Note Cost of dewatering may be added where required upto 10 per cent of labour cost Assessment for dewatering shall be made as per site conditions.. B Mechanical Means (Depth upto 3 m) Unit = cum Taking output = 300 cum a)

b)

Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor

day

8.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M026

Machinery Hydraulic excavator 1.0 cum bucket

c) capacity Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 300 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/300

#VALUE!

#VALUE!

say #VALUE!

3.13

Note Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made per site conditions.. (ii) as Ordinary Rock (not requiring blasting) A

Manual Means (Depth upto 3 m) Unit = cum Taking output = 10 cum a)

Labour Mate

day Page 6 of 346

0.400 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor b)

day

Quantity

Rate Rs

10.000 input

Overhead charges @ input on (a)

Remark Cost Rs s/ Input ref. #VALUE! L-13 #VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Cost for 10 cum = a+b+c

#VALUE!

Rate per cum = (a+b+c)/10

#VALUE! say #VALUE!

3.13 (ii)

Note Cost of dewatering upto 10 per cent of labour cost may be added, where required. Assessment for dewatering shall be made as per site conditions.. B Mechanical Means Unit = cum Taking output = 216 cum a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M026

Machinery Hydraulic excavator 1.0 cum bucket

c) capacity Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 216 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/216

#VALUE! say #VALUE!

3.13

Note 1.Cost of dewatering upto 5 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as siteof conditions. 2.Inper case rock, foundation beyond3 m is not dug and hence not included. (iii) Hard Rock ( requiring blasting ) A

Manual Means Unit = cum Taking output = 10 cum a)

b)

Labour i) Mate

day

0.530 input

#VALUE!

L-12

ii) Driller

day

0.840 input

#VALUE!

L-06

iii) Blaster

day

0.400 input

#VALUE!

L-03

iv) Mazdoor

day

12.000 input

#VALUE!

L-13

hour

0.667 input

#VALUE!

P&M001

3.500 input

#VALUE! M-104

Machinery

Air Compressor 250 cfm with 2 jack hammer @ 15 cum per hour c) Material Blasting Material

kg

Detonator electric

each

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

14.000

#VALUE! #VALUE! M-094 / 100 #VALUE! #VALUE!

(a+b+c+d) Cost for 10 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/10

#VALUE! say #VALUE!

3.13

Note Cost of dewatering @ 10 per cent of labour cost may be added, where required Assessment for dewatering shall be made perRock site conditions. (iv) as Hard ( blasting prohibited ) Unit = cum Taking output = 10 cum A

Mechanical Means a)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Page 7 of 346

Ref. to Sr No MoRT H Spec.

Description b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Machinery

Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1 cum per hour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

hour

10.000 input

#VALUE!

P&M001

#VALUE! #VALUE!

(a+b+c) Cost for 10 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/10

#VALUE! say #VALUE!

3.13

Note 1. Cost of dewatering upto 5 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per siteofconditions. 2.In case rock, foundation beyond 3 m is not dug and hence not included. (v) Marshy soil Unit = cum Taking output = 10 cum A

Manual means ( upto 3 m depth) a)

b)

Labour Mate/Supervisor

day

0.400 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

hour

2.670 input

#VALUE!

P&M053

cum

5.000 input

#VALUE! M-163

Machinery Tractor-trolley

c)

Material Selected earth for refilling

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = ( a+b+c+d+e)/ 10

#VALUE! say #VALUE!

3.13 (v)

Note 1. Cost of dewatering @ 30 per cent of (a), may be added, where required Assessment for dewatering shall be made as per site conditions. 2. Shoring & strutting 20 per cent of (a), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for ordinary soil B Mechanical Means a)

Labour i) Mate

ii) Mazdoor for dressing sides, bottom backfilling b) and Machinery Hydraulic excavator 1.0 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Material Selected earth for refilling

day

0.080 input

#VALUE!

L-12

day

2.000 input

#VALUE!

L-13

hour

0.170 input

#VALUE!

hour

0.450 input

#VALUE!

P&M026 P&M048

cum

5.000 input

#VALUE! M-163

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/10

#VALUE! #VALUE! say #VALUE!

Note 1. Cost of dewatering @ 20 per cent of (a+b) may be added, where required 2. Shoring & strutting @ 10 per cent of (a+b), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) toExisting (iv) for ordinary soil Surface to 3.14 305.4. Scarifying Granular 3 a Depth of 50 mm by Manual Means Page 8 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto metres. Unit 1000 = sqm Taking output = 100 sqm a)

Labour Mate

Mazdoor including loading and b) unloading Machinery Tractor-trolley

day

0.200 input

#VALUE!

L-12

day

5.000 input

#VALUE!

L-13

hour

1.670 input

#VALUE!

P&M053

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d)/100

#VALUE! say #VALUE!

Note In case material is to be reused at site, transportation cost catered above for disposal shall be deleted. 3.15 305.4. Scarifying Existing Bituminous Surface 3 to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto metres. Unit 1000 = sqm Taking output = 100 sqm a)

b)

Labour Mate

day

0.010 input

#VALUE!

L-12

Mazdoor

day

0.250 input

#VALUE!

L-13

hour

0.080 input

#VALUE!

hour

0.200 input

#VALUE!

P&M055 P&M-

hour

0.230 input

#VALUE!

Machinery

Tractor with ripper attachment @ 60 cum Frontper endhour loader 1 cum bucket capacity @ 25 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

017 P&M048

#VALUE!

(a+b+c) Cost for 100 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/100

#VALUE! say #VALUE!

3.16

305

Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting Unit = cum to meet requirement of table Taking output = 100 cum a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

hour

1.670 input

#VALUE!

tonne.k m

160 x L input

Add 10 per cent of cost of carriage to cover cost of loading and unloading Dozer 80 HP for spreading @ 200 cum per hour Motor grader for grading @ 100 cum

hour

0.500 input

#VALUE!

hour

1.000 input

#VALUE!

per hour Water tanker6 KL capacity

hour

4.000 input

#VALUE!

Vibratory roller 8 -10 tonnes @ 100 cum per hour

hour

1.000 input

#VALUE!

Machinery Hydraulic Excavator1 cum bucket capacity @ 60 cum per hour Tipper 10 tonne capacity

Page 9 of 346

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058 P&M014 P&M032 P&M060 P&M059

Ref. to Sr No MoRT H Spec.

Description c)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Material Cost of water

KL

Compensation for earth taken from land charges @ input on d) private Overhead (a+b+c) e) Contractor's profit @ input on

24.000 input

#VALUE! M-189

cum 100.000 input

#VALUE! M-092 #VALUE! #VALUE!

(a+b+c+d) Cost for 100 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

3.17

305

Note Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required Construction of Embankment with to be Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted Unit = cumto meet requirement of table Taking output = 100 cum a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Mazdoor

day

0.500 input

#VALUE!

L-13

Dozer 80 HP for spreading @ 200 cum per hour Motor grader for grading @ 100 cum

hour

0.500 input

#VALUE!

hour

1.000 input

#VALUE!

P&M014 P&M-

per hour Water tanker6 KL capacity

hour

4.000 input

#VALUE!

hour

1.000 input

#VALUE!

Machinery

Vibratory roller 8-10 tonnes @ 100 cum hour c) perMaterial Cost of water

032 P&M060 P&M059

KL

24.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Rate for 100 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

3.18

305

Note In case the earth cutting is done by dozer and pushed for filling in the embankment, the input of dozer in the cost of embankment shall be deleted as the same is already provided in the cost of excavation. However, if the earth is dumped by tippers from roadway cutting, the input Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement Unit = cum of table No. 300-2 Taking output = 100 cum a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

hour

1.670 input

#VALUE!

tonne.k m

175xL input

Machinery Hydraulic excavator1 cum bucket capacity @ 60 cum per hour Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Page 10 of 346

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! P&M014 #VALUE! P&M-

Dozer 80 HP for spreading @ 200 cum per hour Motor grader for grading @ 50 cum per

hour

0.500 input

hour

2.000 input

hour Water tanker with 6 km lead

hour

4.000 input

#VALUE!

hour

1.250 input

#VALUE!

Vibratory roller 8-10 tonnes @ 80 cum hour c) perMaterial Cost of water

059 KL

Compensation for earth taken from land charges @ input on d) private Overhead (a+b+c) e) Contractor's profit @ input on

032 P&M060 P&M-

24.000 input

#VALUE! M-189

cum 100.000 input

#VALUE! M-092 #VALUE! #VALUE!

(a+b+c+d) Cost for 100 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

3.19 305.3. Compacting Original Ground 4 Case-I Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. Unit = cum Taking output = 600 cum a)

b)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Tractor with ripper attachment

hour

9.000 input

#VALUE!

Motor grader for grading

hour

6.000 input

#VALUE!

P&M055 P&M-

Water tanker 6 KL capacity

hour

4.000 input

#VALUE!

hour

7.500 input

#VALUE!

Machinery

Vibratory roller 8-10 tonne @ 80 c) cum/hour Material Cost of water

032 P&M060 P&M059

KL

24.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 600 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/600

#VALUE! say #VALUE!

3.19

Case- :Compacting original ground II supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300Unit = cum Taking output = 600 cum a)

b)

c)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

Tractor with ripper attachment

hour

6.000 input

#VALUE!

Vibratory road roller 8-10 tonne capacity Water tanker6 KL capacity

hour

7.500 input

#VALUE!

P&M055 P&M-

hour

4.000 input

#VALUE!

KL

24.000 input

Machinery

Material Cost of water

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 600 cum = (a+b+c+d+e)

#VALUE!

Rate per sqm = (a+b+c+d+e)/600

#VALUE! #VALUE! say #VALUE!

Page 11 of 346

059 P&M060

Ref. to Sr No MoRT H 3.20 Spec. 305

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Stripping and Storing Top Soil Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment Unit = cum material is not conducive to Taking output = 10 cum a)

b)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M014

Machinery Dozer 80 HP @ 100 cum per hour

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 cum = (a+b+c+d)

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/10

#VALUE! say #VALUE!

3.21

Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields. Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the Unit = cum Taking output = 300 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M014

Machinery Dozer, 80 HP

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 300 cum = (a+b+c+d)

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/300

#VALUE! say #VALUE!

3.22

307

Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation Unit = sqmof ground, fetching of sods and Taking output = 100 sqm a)

Labour Mate

Mazdoor for preparation of ground and fetching of sods b) Machinery Water tanker including watering for 3 months Tractor-trolley c)

day

0.120 input

#VALUE!

L-12

day

3.000 input

#VALUE!

L-13

hour

2.000 input

#VALUE!

hour

1.000 input

#VALUE!

P&M060 P&M-

cum

0.180 input

#VALUE! M-167

KL

12.000 input

#VALUE! M-189

053

Material Farm yard manure @ 0.18 cum per 100 sqm at site of work Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

Rate per 100 sqm = (a+b+c+d+e)/100

#VALUE! #VALUE! say #VALUE!

Page 12 of 346

Ref. to Sr No MoRT H 3.23 Spec. 308

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Seeding and Mulching Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all Unit = sqm Taking output = 240 sqm a)

b)

Labour Mate

day

0.400 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

hour

14.000 input

#VALUE!

hour

2.400 input

#VALUE!

P&M060 P&M053

Machinery Water tanker 6 KL capacity including watering for 3 months Tractor-trolley

c)

Material Seeds

kg

3.600 input

#VALUE! M-162

Sludge/Farm yard manure @ 0.18 cum per 100 sqm Bitumen Emulsion

cum

0.430 input

#VALUE! M-167

Jute netting, open weave, 2.5 cm square Cost of opening water for 3 months

sqm 264.000 input

litre KL

55.200

#VALUE! #VALUE! M-077

84.000 input

#VALUE! M-121 #VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 240 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/240

#VALUE! say #VALUE!

3.24

309

Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used = inmetre embankment within a lead of 50 Unit Taking output = 10 metres A

Mechanical means a)

Labour Mate

Mazdoor for dressing of bed and side of b) drain Machinery Hydraulic Excavator 0.3 cum bucket capacity @ 30 metres per hour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

day

0.010 input

#VALUE!

L-12

day

0.250 input

#VALUE!

L-13

hour

0.330 input

#VALUE!

P&M026

#VALUE! #VALUE!

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

3.24

B

Manual Means a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

Overhead charges @ input on (a)

c) Contractor's profit @ input on (a+b) Cost for 10 metres = a+b+c Rate per metre = (a+b+c)/10

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

3.25

309

Note Where lining of drain is provided, quantity shall be worked out based on approved design and drawing and priced on rate of cement concrete of approved grade or stone/brick masonry as the case may be. Surface Drains in Ordinary Rock Page 13 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 Excavated material to be used Unitto = 309. metre Taking output = 10 metres A

Mechanical Means a)

Labour Mate

Mazdoor for dressing of bed and side of b) drain Machinery Hydraulic Excavator 0.3 cum bucket capacity @ 15 metres per hour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

day

0.020 input

#VALUE!

L-12

day

0.500 input

#VALUE!

L-13

hour

0.670 input

#VALUE!

P&M026

#VALUE! #VALUE!

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

3.25

B

Manual Means a)

b)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Overhead charges @ input on (a)

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Cost for 10 metres = a+b+c

#VALUE!

Rate per metre = (a+b+c)/10

#VALUE! say #VALUE!

3.26

3.27

309

309

Surface Drains in Hard Rock Rate per metre may be worked out based on quantity of hard rock as per design. For rate of hard rock cutting, refer relevant item in this chapter Sub-Surface Drains with Perforated Pipe Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x Unit = metre Taking output = 10 metres a)

c)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor for excavation and back filling

day

2.000 input

#VALUE!

L-13

metre

10.000 input

#VALUE! M-135

cum

2.400 input

#VALUE! M-012

Material Perforated pipe of cement concrete, internal dia 100 mm Crushed stone as per table 300-3

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 metres = a+b+c+d+e

#VALUE!

Rate per metre = (a+b+c+d+e)/10

#VALUE! #VALUE! say #VALUE!

3.28

309

Note Type of pipe may be modified depending upon provision in design. Aggregate Sub-Surface Drains

Page 14 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway. Unit = metre Taking output = 10 metres a)

Labour Mate

Mazdoor for excavation and back filling with aggregates b) Material Crushed stone as per table 300-3

day

0.020 input

#VALUE!

L-12

day

1.500 input

#VALUE!

L-13

cum

1.350 input

#VALUE! M-012

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 metres = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

3.29

309

Underground Drain at Edge of Pavement Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads. Unit = Running metre Taking output = one metre a)

Earthwork in soil

cum

1.500

b)

RCC work M-20

cum

0.495

Rate per metre = (a+b) 3.30

310

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (C) #VALUE! RCC say #VALUE!

Rates for these items may be taken from chapters on earth work and substructures respectively. Preparation and Surface Treatment of Formation. and surface treatment of Preparation formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 Unit = sqmtonne smooth wheeled roller, Taking output = 3500sqm a)

b)

Labour Mate

day

0.280 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

hour

3.000 input

#VALUE!

hour

3.000 input

#VALUE!

P&M044 P&M-

Machinery Smooth 3 wheeled steel roller 8-10 tonnes Water tanker 6 KL, one trip per hour

c)

060

Material Cost of water

KL

18.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 3500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/3500

#VALUE! #VALUE! say #VALUE!

3.31

313

Construction of Rock fill Embankment Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per Unit = cum Taking output = 100 cum a)

Labour Page 15 of 346

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-12

Mate

day

0.040 input

Mazdoor

day

1.500 input

#VALUE!

L-13

hour

0.500 input

#VALUE!

hour

1.000 input

#VALUE!

P&M014 P&M-

hour

2.000 input

#VALUE!

KL

12.000 input

Machinery Dozer 80 HP for spreading @ 200 cum per hour road roller 8-10 tonnes @ 100 Vibratory cum per hour Water tanker 6 KL, one trip per hour

c)

Quantity

Material Cost of water

059 P&M060

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

Note It is assumed that rock is available locally at site from roadway cutting. In case, portion of the rock requires breaking to acceptable size of 300 mm, breaking charges will have to be added. EARTH WORK ON HILL ROAD 3.32

301

Excavation in Hill Area in Soil by Mechanical Excavation Means in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto Unit = cum Taking output = 260 cum a)

Labour Mate

Mazdoor for trimming slopes and helping in excavation etc. b) Machinery Dozer 80 HP (D-80 A 12)@ 43.28 cum per hour Front end loader Tipper 5.5cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

day

0.240 input

#VALUE!

L-12

day

6.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M014 P&M-

hour

12.000 input

#VALUE! #VALUE!

017 P&M048

#VALUE!

(a+b+c) Cost for 260 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/260

#VALUE! say #VALUE!

3.33

301

Note In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on valley side.in Ordinary Excavation inthe Hilly Area Rock by Mechanical Means not Requiring Blasting. Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead 1000 metres. Unit upto = cum Taking output = 170 cum a)

b)

Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor

day

8.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

hour

7.000 input

#VALUE!

P&M014 P&M-

hour

7.000 input

#VALUE!

Machinery Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour Front end loader

Tipper 5.5cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Page 16 of 346

#VALUE! #VALUE!

017 P&M048

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Cost for 170 cum = a+b+c+d Rate per cum = (a+b+c+d)/170

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE!

3.34

301

Note In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side. Excavation in Hilly Areas in Hard Rock Requiring Blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres. Unit = cum Taking output = 170 cum a)

b)

Labour Mate

day

0.490 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

Driller

day

2.000 input

#VALUE!

L-06

Blaster

day

0.250 input

#VALUE!

L-03

hour

6.000 input

#VALUE!

hour

5.000 input

#VALUE!

P&M014 P&M-

hour

7.000 input

#VALUE!

hour

7.000 input

#VALUE!

Machinery Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour Air compressor 250 cfm with two jack hammer @ 20 cum per hour Front end loader

Tipper 5.5cum capacity, 4 trips per c) hour. Materials Gelatine 80 per cent

048 kg

Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125 gms each d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 170 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/170

35.000 input

each 140.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on valleythe side. In case of hill the roads, altitude effect

3.35

comes into play. The output of men and machines decreases progressively after 2100 m elevation leading to increase in cost .Work High in altitude has been explained in Urbaneffect Roads The cost of earth work in urban roads inhabited area will be comparatively higher due following reasons: a) toThere is mixed traffic on urban roads like slow moving hand and animal driven carts, rickshaws, cycles, two/ three wheeler apart from the usual vehicular traffic resulting into traffic jams. This causes loss of timeis which may be disruption in the range b) working There considerable of traffic adversely affecting the efficiency of the working parties including machines due to congestion caused by pedestrian traffic, local road side venders, parking of vehicles by the road side, encroachments by the shopkeepers and local shops who make use of the berms of the road in front of these shops and unauthorised conversion of road berms into mini local market The output of c) Cost of living in urban areas is comparatively more resulting into higher wages. Page 17 of 346

001 P&M017 P&M-

Ref. to Sr No MoRT H Spec.

3.36 Sugge stive

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

d) At times, work is executed during night time due to heavy traffic during day time. This involves extra expenditure by way of making arrangement for lighting and special workingthe parties due to In the transport light of forabove, authorities engaged in preparing the cost estimates may exercise their judgment and cater for the additional cost to the extent of 2 to 3 per cent, keeping in view the severity of factors mentioned above. Supporting details for the extra cost based on the actual Embankment Construction with Flyash/Pond ash available from coal or lignite burning Thermal Plants as waste material. Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved Unit = cum Taking output = 360 cum a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

tonne.k m

432 x L input

Add 10 per cent of cost of carriagefor loading and unloading Dozer 80 HP for spreading @ 200 cum/hour Motor Grader for grading @ 100

hour

1.800 input

#VALUE!

hour

3.600 input

#VALUE!

cum/hour Water tanker6 KL capacity

hour

12.000 input

#VALUE!

Vibratory Roller 8-10 tonne @ 100

hour

3.600 input

Machinery Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum/hour Tipper 10Tcapacity flyash 360 x 1.2 = 432 tonnes

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058 P&M014 P&M-

#VALUE!

032 P&M060 P&M-

c) cum/hour Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

059

(a+b+c) Cost for 360 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/360

#VALUE! #VALUE! say #VALUE!

Note 1.As flyash is available free of cost as waste material from Thermal Plants, cost of material has not been 2.The earth coveradded. on sides and intermediate layers of earth sandwiching the flyash have not been included in this analysis. The same are required to be provided as per approved design and priced separately as embankment construction.

Page 18 of 346

CHAPTER - 4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS

Ref. to Sr No MoRT H 4.1 Spec. 401

Description

A

Unit

4.1A

4.1A

(i)

(ii)

(iii)

Rate Rs

Remark Cost Rs s/ Input ref.

Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired Unit = cum Taking output = 225 cum (450 tonne) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Wet mix plant @ 75 tonne capacity per Electric generator 125 KVA Water tanker 6 KL capacity 5 km lead with one trip per hour Front end loader 1 cum bucket capacity Tipper 10 tonne

4.1A

Quantity

Add 10 per cent of cost of carriage to cover loading and unloading Motor Grader 110 HP Vibratory roller 8-10 t c) Material Close graded Granular sub-base Material as per table 400-1 For Grading-I Material 53 mm to 9.5 mm @ 50 per cent 9.5 mm to 2.36 mm @ 20 per cent 2.36 mm below @ 30 per cent Cost of water OR For Grading-II Material 26.5 mm to 9.5 mm @ 35 per cent 9.5 mm to 2.36 mm @ 25 per cent 2.36 mm below @ 40 per cent Cost of water OR For Grading-III Material 9.5 mm to 4.75 mm @ 35 per cent 4.75 mm to 2.36 mm @ 12.5 per cent 2.36 mm below @ 52.5 per cent Cost of water Rate per cum for grading-I Material d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225 Rate per cum for grading-II Material d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225 Rate per cum for grading-III Material d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225

Page 1 of 346

day day day

0.400 input 2.000 input 8.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-15 L-13

hour hour hour

6.000 input 6.000 input 4.500 input

#VALUE! #VALUE! #VALUE!

hour tonne.k m

6.000 input 450 x L input

hour hour

6.000 input 6.000 input

#VALUE! #VALUE!

P&MP&M-

cum 144.000 input cum 57.000 input cum 86.400 input KL 27.000 input

#VALUE! #VALUE! #VALUE! #VALUE!

M-013 M-017 M-020 M-189

cum 100.800 input cum 72.000 input cum 115.200 input KL 27.000 input

#VALUE! #VALUE! #VALUE! #VALUE!

M-015 M-017 M-020 M-189

cum 100.800 input cum 36.000 input cum 151.200 input KL 27.000 input

#VALUE! #VALUE! #VALUE! #VALUE!

M-016 M-018 M-020 M-189

P&MP&MP&M060 #VALUE! P&M#VALUE! Lead =input km & P&M#VALUE! 058

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT Description H Spec. Note Any one of the grading for material may be adopted as per design 4.1 B By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting Unit = cum with vibratory roller to achieve

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 300 cum a)

b)

c)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor unskilled

day

10.000 input

#VALUE!

L-13

Motor Grader 110 HP @ 50 cum

hour

6.000 input

#VALUE!

Vibratory roller 8 -10 tonne

hour

6.000 input

#VALUE!

P&M032 P&M-

Tractor - Rotavator

hour

12.000 input

#VALUE!

Water tanker 6 KL capacity

hour

3.000 input

#VALUE!

Machinery

059 P&M054 P&M060

Material

Close graded Granular sub-base Material as per table 400-1 For Grading-I Material 53 mm to 9.5 mm @ 50 per cent

cum 192.000 input

#VALUE! M-013

9.5 mm to 2.36 mm @ 20 per cent

cum

76.000 input

#VALUE! M-017

2.36 mm below @ 30 per cent

cum 115.200 input

#VALUE! M-020

Cost of water

KL

18.000 input

#VALUE! M-189

26.5 mm to 9.5 mm @ 35 per cent

cum 134.400 input

#VALUE! M-015

9.5 mm to 2.36 mm @ 25 per cent

cum

96.000 input

#VALUE! M-017

2.36 mm below @ 40 per cent

cum 153.600 input

#VALUE! M-020

OR For Grading-II Material

Cost of water

KL

18.000 input

#VALUE! M-189

9.5 mm to 4.75 mm @ 35 per cent

cum 134.400 input

#VALUE! M-016

4.75 mm to 2.36 mm @ 12.5 per cent

cum

48.000 input

#VALUE! M-018

2.36 mm below @ 52.5 per cent

cum 201.600 input

#VALUE! M-020

OR For Grading-III Material

Cost of water 4.1B

(i)

KL

18.000 input

#VALUE! M-189

Rate per cum for grading-I Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.1B

(ii)

Rate per cum for grading-II Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.1B

(iii)

Rate per cum for grading-III Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

Note Any one of the grading for material may be adopted as per design Page 2 of 346

Ref. to Sr No MoRT H 4.2 Spec. 401

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting Unit = cum with vibratory roller to achieve Taking output = 300 cum a)

b)

c)

Labour Mate

day

0.400 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

8.000 input

#VALUE!

L-13

Mortar Grader 110 HP @ 50 cum per hour

hour

6.000 input

#VALUE!

Vibratory roller 8 -10 tonne

hour

6.000 input

#VALUE!

P&M032 P&M-

Water tanker 6 KL capacity

hour

3.000 input

#VALUE!

Machinery

Material

For coarse graded Granular Materials per table 400-2 For grading-I Material

059 P&M060

sub-base

53 mm to 26.5 mm @ 35 per cent

cum 134.400 input

#VALUE! M-029

26.5 mm to 4.75 mm @ 45 per cent

cum 172.800 input

#VALUE! M-026

2.36 mm below @ 20 per cent (Coarse Sand) Cost of water

cum

76.800 input

#VALUE! M-022

KL

18.000 input

#VALUE! M-189

26.5 mm to 4.75 mm @ 75 per cent

cum 288.000 input

#VALUE! M-026

2.36 mm below @ 25 per cent

cum

96.000 input

#VALUE! M-022

KL

18.000 input

#VALUE! M-189

9.5 mm to 4.75 mm @ 66 per cent

cum 255.000 input

#VALUE! M-025

2.36 mm below @ 34 per cent

cum 129.000 input

#VALUE! M-022

OR For Grading-II Material

Cost of water OR For Grading-III Material

Cost of water 4.2

(i)

KL

18.000 input

#VALUE! M-189

Rate per cum for grading-I Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.2

(ii)

Rate per cum for grading-II Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.2

(iii)

Rate per cum for grading-III Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! #VALUE! say #VALUE!

4.3

402

Note Any one of the grading for material may be adopted as per design Lime Stabilisation for Improving Subgrade

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a Unit = cum Taking output = 300 cum (525 tonne) A

By Mechanical Means a)

b)

c)

Labour Mate

day

0.360 input

#VALUE!

L-12

Skilled mazdoor for alignment and geometrics Mazdoor for spraying lime

day

1.000 input

#VALUE!

L-15

day

8.000 input

#VALUE!

L-13

Tractor with ripper and rotavator attachments @ 60 cum per hour for ripping and 25 cum per hour for mixing Motor Grader 110 HP @ 50 cum per hour

hour

12.000 input

#VALUE!

P&M055

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne capacity

hour6.00x0.65* input

#VALUE!

P&M032 P&M-

Water tanker 6 KL capacity

hour

12.000 input

#VALUE!

tonne

15.750 input

#VALUE! M-188

KL

72.000 input

#VALUE! M-189

Machinery

Material Lime at site Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum= a+b+c+d+e

#VALUE!

059 P&M060

#VALUE!

Rate per cum =( a+b+c+d+e)/300

#VALUE! say #VALUE!

Note * Though vibratory roller is required only for 3 hours as per norms, but the same has to be available at site for 6 hours as other machines for spreading and mixing will take 6 hours. The usage rates of roller have been multiplied with a factor of 0.65. B By Manual Means

4.3

Unit = cum Taking output = 150 cum (263 tonnes) a)

b)

Labour Mate

day

1.440 input

#VALUE!

L-12

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

Mazdoor

day

35.000 input

#VALUE!

L-13

hour

2.500 input

#VALUE!

hour

6.000 input

#VALUE!

P&M059 P&M-

Machinery Vibratory roller 8 - 10 tonne @ 60 cum per hour Water tanker 6 KL capacity

c)

060

Material Lime at site Cost of water

tonne

8.000 input

#VALUE! M-188

KL

36.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 150 cum= a+b+c+d+e

#VALUE!

Rate per cum =( a+b+c+d+e)/150

#VALUE! #VALUE! say #VALUE!

4.4

402

Lime Treated Soil for Sub- Base Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base. Unit = cum

Page 4 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 300 cum (525 tonnes) a)

b)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13 P&M026 Lead

Machinery Excavator 0.90 cum bucket capacity

hour

6.000 input

#VALUE!

tonne.k m

525 x L input

#VALUE!

Add 10 per cent of cost of carriage to cover cost of loading and unloading Motor Grader 110 HP @ 50 cum per hour

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

Tractor with Rotavator and blade @ 25 cum per hour 6 KL capacity Water tanker

hour

12.000 input

#VALUE!

hour

12.000 input

#VALUE!

Tipper for carriage of soil

c)

=input km & P&M#VALUE! 058 P&M032 P&M059 P&M054 P&M060

Material Lime at site Cost of water

tonne

15.750 input

#VALUE! M-188

KL

72.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum= (a+b+c+d+e)/300

#VALUE! say #VALUE!

4.5

403

Cement Treated Soil Sub Base/ Base Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form Unit = cum Taking output = 300 cum (525 tonnes) For 4 per cent quantity of cement by weight of soil a) Labour

b)

Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13 P&M026 Lead

Machinery Excavator 0.90 cum bucket capacity

hour

6.000 input

#VALUE!

tonne.k m

525 x L input

#VALUE!

Add 10 per cent of cost of carriage to cover cost of loading and unloading Motor Grader 110 HP @ 50 cum per hour

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

Tractor with Rotavator and blade @ 25 cum per hour 6 KL capacity Water tanker

hour

12.000 input

#VALUE!

hour

12.000 input

#VALUE!

tonne

21.000 input

#VALUE! M-081

KL

72.000 input

#VALUE! M-189

Tipper for carriage of soil

c)

=input km & P&M#VALUE! 058 P&M032 P&M059 P&M054 P&M060

Material Cement at site (@ 4 per cent of 525 tonne) Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

Rate per cum= (a+b+c+d+e)/300

#VALUE!

#VALUE!

say #VALUE!

Page 5 of 346

Ref. to Sr No MoRT H 4.6 Spec. 403

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub BaseMaterial on a Providing, laying andbase/ spreading prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form Unit = cum Taking output = 300 cum (600 tonnes) Quantity of cement assumed as 4 per cent of quantity of crushed rock by weight. a) Labour

b)

c)

Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13

Motor Grader 110 HP @ 50 cum per hour

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

P&M032 P&M-

Tractor with Rotavator and blade @ 25 cum per hour 6 KL capacity Water tanker

hour

12.000 input

#VALUE!

hour

10.000 input

#VALUE!

tonne

24.000 input

#VALUE! M-081

37.5 mm to 9.5 mm @ 55 per cent

cum 211.200 input

#VALUE! M-014

9.5 mm to 4.75 mm @ 20 per cent

cum

76.800 input

#VALUE! M-025

4.75 mm to 75 micron @ 25 per cent

cum

96.000 input

#VALUE! M-019

KL

60.000 input

#VALUE! M-189

37.5 mm to 9.5 mm @ 32.5 per cent

cum 124.800 input

#VALUE! M-028

9.5 mm to 4.75 mm @ 5 per cent

cum

19.200 input

#VALUE! M-025

4.75 mm to 75 micron @ 62.5 per cent

cum 240.000 input

#VALUE! M-023

Machinery

059 P&M054 P&M060

Material

Cement at site @ 4 per cent by weight of crushed aggregate (600 tonne) Grading of material for sub-base course

Cost of water or Grading of material for Base course

Cost of water 4.6

(i)

KL

60.000 input

#VALUE! M-189

For Sub-Base course d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! say #VALUE!

4.6

(ii)

For Base course d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/300

#VALUE! say #VALUE!

Note Quantities of aggregates provided under 'c' above are uncompacted quantities. 4.7 404.3. Making 50 mm x 50 mm Furrows 1 Making 50 mm x 50 mm furrows, 25mm/ 50mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material Unit = sqm Taking output = 30 m x 7 m = 210 sqm (i)

25mm deep furrow cutting a)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

Page 6 of 346

Ref. to Sr No MoRT H Spec.

Description b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Machinery Tractor-trolley

hour

0.200 input

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 210 sqm= a+b+c+d

#VALUE!

P&M053

#VALUE!

Rate per sqm =(a+b+c+d)/210

#VALUE! say #VALUE!

(ii)

50mm deep furrow cutting a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13

hour

0.400 input

#VALUE!

P&M053

Machinery Tractor-trolley

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 210 sqm= a+b+c+d

#VALUE!

#VALUE!

Rate per sqm =(a+b+c+d)/210

#VALUE! say #VALUE!

4.8 404.3. 2

Inverted Choke Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor= grader and compacting with power Unit cum Taking output = 600 cum a)

b)

c)

Labour Mate

day

0.920 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

21.000 input

#VALUE!

L-13

Motor Grader 110 HP

hour

6.000 input

#VALUE!

Vibratory roller 8-10 tonnes @ 60 cum per hour Water tanker 6 KL capacity

hour

6.000 input

#VALUE!

P&M032 P&M-

hour

18.000 input

#VALUE!

Machinery

Material Screening type 'B' or coarse sand Cost of water

059 P&M060

cum 720.000 input

#VALUE! M-004

KL 108.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 600 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = ( a+b+c+d+e)/600

#VALUE! say #VALUE!

4.9

404

Water Bound Macadam

A

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse By Manual Means Unit = cum Taking output = 360 cum a)

b)

Labour Mate

day

10.080 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day 250.000 input

#VALUE!

L-13

Machinery

Page 7 of 346

Ref. to Sr No MoRT H Spec.

4.9A

Description

(i)

Unit

Quantity

Rate Rs

Vibratory roller 8 - 10 tonne @ 60cum per hour or

hour

6.000 input

Smooth 3 wheeled steel roller @ 30cum/hour Water tanker 6 KL capacity

hour

12.000

hour

24.000 input

Remark Cost Rs s/ Input ref. #VALUE! P&M059 #VALUE!

c) Material ( Refer table 400 - 7, 8 & 9 ) Grading-I

P&M060

Aggregate Grading-I 90 mm to 45 [email protected] 1.21cum per 10 sqm for compacted thickness of 100 mm

cum 435.600 input

#VALUE! M-039

Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm OR

cum

#VALUE! M-052

Crushable type such as Moorum or Gravel for grading-I @ 0.30 cum per 10 sqm

cum 108.000 input

#VALUE! M-007

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Stone Screening 97.200 input

Binding material Binding Material @ 0.08cum per 10 sqm for grading I material Cost of water 4.9A (i)

(a)

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

OR 4.9A (i)

(b)

Using Scrining Type-A (13.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9A

(ii)

Grading-II Aggregate cum 435.600 input

#VALUE! M-038

Type A 13.2 mm for [email protected] 0.12 cum per 10 sqm OR

cum

#VALUE! M-052

Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm OR

cum 105.590 input

#VALUE! M-007

cum

86.400 input

#VALUE! M-051

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 [email protected] 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening

Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm Binding material Binding Material @ 0.06cum per 10 sqm for grading II material Cost of water 4.9A (ii)

(a)

57.600 input

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! #VALUE! say #VALUE!

Page 8 of 346

Ref. to Sr No MoRT H Spec. 4.9A (ii)

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

OR (b)

Using Scrining Type-A (13.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9A (ii)

(c)

Using Scrining Type-B (11.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9A

(iii)

Grading-III Aggregate cum 435.600 input

#VALUE! M-036

Type B 11.2 mm for grading-III @ 0.18 cum per 10 sqm OR

cum

#VALUE! M-051

Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm

cum 105.590 input

#VALUE! M-007

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Grading-III 53 mm to 22.4 [email protected] 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening

86.400 input

Binding material Binding Material @ 0.06cum per 10 sqm for grading II material Cost of water 4.9A (iii)

(a)

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

OR 4.9A (iii)

(b)

Using Scrining Type-B (11.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9

B

( Anyone of the aggregate grading, screening and binding material may be used as per design) By Mechanical Means: Unit = cum Taking output = 360 cum a)

b)

Labour Mate

day

0.680 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

15.000 input

#VALUE!

L-13

hour

7.200 input

#VALUE!

hour

6.000 input

#VALUE!

P&M032 P&M-

Machinery Motor grader 110 HP @ 50cum/hr. for spreadingroller 8-10 tonnes @ 60cum/hr. Vibratory

059

or Smooth 3 wheeled steel roller @ 30cum/hr. Page 9 of 346

hour

12.000

Ref. to Sr No MoRT H Spec. 4.9B

Description

Unit

Water tanker 6 KL capacity (i)

Quantity

hour

Rate Rs

24.000 input

c) Material ( Refer table 400 - 7, 8 & 9 ) Grading-I

Remark Cost Rs s/ Input ref. #VALUE! P&M060

Aggregate Grading-I 90 mm to 45 [email protected] 1.21cum per 10 sqm for compacted thickness of 100 mm

cum 435.600 input

#VALUE! M-039

Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm OR

cum

#VALUE! M-052

Crushable type such as Moorum or Gravel for grading-I @ 0.30 cum per 10 sqm

cum 108.000 input

#VALUE! M-007

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Stone Screening 97.200 input

Binding material Binding Material @ 0.08cum per 10 sqm for grading I material Cost of water 4.9B (i)

(a)

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

OR 4.9B (i)

(b)

Using Scrining Type-A (13.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9B

(ii)

Grading-II Aggregate cum 435.600 input

#VALUE! M-038

Type A 13.2 mm for [email protected] 0.12 cum per 10 sqm OR

cum

#VALUE! M-052

Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm OR

cum 105.590 input

#VALUE! M-007

cum

86.400 input

#VALUE! M-051

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 [email protected] 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening

Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm Binding material Binding Material @ 0.06cum per 10 sqm for grading II material Cost of water 4.9B (ii)

(a)

57.600 input

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! #VALUE! say #VALUE!

OR 4.9B (ii)

(b)

Using Scrining Type-A (13.2mm agg.)

Page 10 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

(c)

4.9B (ii)

Using Scrining Type-B (11.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.9B

(iii)

Grading-III Aggregate cum 435.600 input

#VALUE! M-036

Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm OR

cum

#VALUE! M-051

Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm

cum 105.590 input

#VALUE! M-007

cum

28.800 input

#VALUE! M-007

KL 144.000 input

#VALUE! M-189

Grading-III 53 mm to 22.4 [email protected] 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening

86.400 input

Binding material Binding Material @ 0.06cum per 10 sqm for grading II material Cost of water (a)

4.9B (iii)

Using Scrining Crushable type such as Moorum or Gravel d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

OR (b)

4.9B (iii)

Using Scrining Type-B (11.2mm agg.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.10

405

Note As three wheeled smooth rollers are also very commonly used, the same has been provided asCement an alternative. Crushed Concrete Sub-base / Base Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km., laying and compacting the same as sub base/ base course, constructed as WBM to clause Unit = cum Taking output =360 cum a)

Labour Mate

day

4.160 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

day 102.000 input

#VALUE!

L-13

Mazdoor for crushing broken cement concrete pavement/slabs into aggregate b) Machinery Page 11 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Motor Grader,110 HP @ 50 cum/hr.

hour

6.000 input

Vibratory roller 8 - 10 [email protected] 60 cum per hour or

hour

6.000 input

Smooth 3 wheeled steel roller @ 30cum/hr. Front end loader 1 cum bucket capacity

hour

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Water tanker 6 KL capacity with 5 km lead @ 1 trip per hour c) Material Material available from dismantled concrete slab after crushing / breaking and only carriage is required to be provided Cost of water

Remark Cost Rs s/ Input ref. #VALUE! P&M032 #VALUE! P&M059

12.000

hour

6.000 input

#VALUE!

tonne.k m

720 x L input

#VALUE!

P&M017 Lead

hour

12.000 input

#VALUE!

KL

72.000 input

#VALUE! M-189

=input km & P&M#VALUE! 058

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360 cum = a+b+c+d+e

#VALUE!

P&M060

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

Note 1. It is assumed that dismantling of concrete slab/pavement has been considered separately. Hence same is not added in this analysis. Only labour for crushing the dismantled slab into aggregate has been added. Carriage from stock pile work site 2. In case of breaking of slabs is to done locally

4.11 405.2

without involvement of transportation, the provision of tipper, front end loader and loading/unloading charges may be deleted. 3. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an Coat alternative. Penetration Over Top Layer of Crushed Cement Concrete Base Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical Unit = sqmgritter and rolling the surface as Taking output = 7500 sqm a)

b)

Labour Mate

day

0.560 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

12.000 input

#VALUE!

L-13

Mechanical broom hydraulic @ 1250 sqm per hour self propelled chips spreader Hydraulic

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

Vibratory roller 8 -10 tonnes @ 30 cum per hour pressure distributor @ 1750 Bitumen

hour6.00x0.65* input

#VALUE!

hour

#VALUE!

Machinery

4.280 input

per hour c) sqm Material

025 P&M017 P&M048 P&M059 P&M004

Crushed stone aggregate 11.2 mm size Bitumen (60-70 grade)

cum

97.500 input

#VALUE! M-051

tonne

0.250 input

#VALUE! M-074

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 7500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/7500

#VALUE! #VALUE! say #VALUE!

Page 12 of 346

Ref. to Sr No MoRT Description H Spec. Note Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller be multiplied with a factor of 0.65. 4.12 406 Wet may Mix Macadam

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to Unit = cum Taking output = 225 cum (495 tonnes) a)

b)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13

Wet mix plant of 75 tonne hourly capacity Electric generator 125 KVA

hour

9.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M094 P&M-

Front end loader 1 cum capacity

hour

6.000 input

#VALUE!

Paver finisher

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6x0.65 input

#VALUE!

035 P&M059 P&M060 Lead

Machinery

or Smooth 3 wheeled steel roller @ 8-10 tonnes. Water tanker 6 KL capacity

hour

018 P&M017 P&M-

12.000

hour

3.000 input

#VALUE!

tonne.k m

495 x L input

#VALUE!

45 mm to 22.4 [email protected] 30 per cent

cum

89.100 input

#VALUE! M-034

22.4 mm to 2.36 mm @ 40 per cent

cum 118.800 input

#VALUE! M-031

2.36 mm to 75 [email protected] 30 per cent

cum

89.100 input

#VALUE! M-022

KL

18.000 input

#VALUE! M-189

Tipper

=input km & P&M#VALUE! 058

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material ( Table 400-11)

Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 225 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/225

#VALUE! say #VALUE!

Note 1. Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller multiplied with asteel factor of 0.65 2. As may threebe wheeled smooth rollers are

4.13

407

commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm.. Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause Unit = cum Taking output =21 cum a)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Page 13 of 346

Ref. to Sr No MoRT H Spec.

Description b)

Unit

Rate Rs

Remark Cost Rs s/ Input ref.

Machinery Water tanker 6 KL with 5 km lead and 1 trip hour Plateper compactor @ 3.5 cum per hour

c)

Quantity

hour

1.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M060 P&M086

Material Cost of water

KL

6.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 21 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/21

#VALUE! say #VALUE!

4.14

407

Note This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case granular fill is required to be paved, quantities of paving are required to be calculated as per Construction of Median and Island with Soil Taken from Borrow Areas Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted Unit = cumas per clause 407 Taking output = 21 cum a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13

Water tanker with 5 km lead

hour

1.000 input

#VALUE!

Plate Compactor @ 3.5 cum per hour

hour

6.000 input

#VALUE!

P&M060 P&M-

Hydraulic Excavator1.0 cum bucket capacity @60 cum per hour Tipper 10 tonne capacity

hour

0.500 input

#VALUE!

tonne.k m

52.5 x L input

KL

6.000 input

Machinery

Add 10 per cent of cost of transportation to cover cost of loading and c) unloading Material Cost of water

086 P&M026 #VALUE! Lead =input km & P&M#VALUE! 058

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 21 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/ 21

#VALUE! #VALUE! say #VALUE!

Note This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case surface finish is of hard type, the same may be provided Construction of Shoulders

4.15

A. Earthen Shoulders The rate as applicable for construction may be adopted. B. Hard Shoulders

sub-grade

Rate as applicable for sub-base and or base may be adopted as per approved design. C. Paved shoulders

4.16

409

The rate may be adopted as applicable for different layers of pavement depending upon approved design of paved shoulders. Footpaths and Separators Page 14 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including of all drainage Unit = sqm provision Taking output = 300 sqm a)

b)

c)

Labour Mate

day

1.360 input

#VALUE!

L-12

Mason

day

4.000 input

#VALUE!

L-11

Mazdoor

day

30.000 input

#VALUE!

L-13

Vibratory road roller 8 -10 tonnes @60 cum per hour 6 KL capacity @ 1 trip per Water tanker

hour

0.750 input

#VALUE!

hour

2.000 input

#VALUE!

P&M059 P&M-

hour Concrete mixer 0.4/0.28 cum per hour

hour

6.000 input

#VALUE!

53 mm to 26.5 mm @ 35 per cent

cum

20.790 input

#VALUE! M-029

26.5 mm to 4.75 mm @ 45 per cent

cum

26.730 input

#VALUE! M-026

2.36 mm below @ 20 per cent

cum

11.880 input

#VALUE! M-022

cum

6.750 input

#VALUE! M-052

cum

3.380 input

#VALUE! M-005

tonne

1.880 input

#VALUE! M-081

cum

3.840 input

#VALUE! M-005

tonne

1.830 input

#VALUE! M-081

each 3300.000 input

#VALUE! M-184

Machinery

Material

060 P&M009

i) For Granular sub base material

ii) For cement concrete grade M157.5 cumAggregate 12 mm crushed @ 0.9 cum of concrete Sand @ 0.45 cum/cum of concrete Cement iii) For cement plaster 1:3 Sand Cement iv) Pre-cast cement concrete tiles Tiles size 300 x 300 mm and 25 mm thick v) RCC pipes Pipes 200 mm dia,2.5 m long for drainage vi) Cost of water

metre

22.500 input

#VALUE! M-137

KL

12.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 300 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/300

#VALUE! say #VALUE!

4.17

410

Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base Unit = cum Taking output = 360 cum A

By Mix in Place Method a)

b)

c)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mazdoor

day

10.000 input

#VALUE!

L-13

Tractor attached with rotavator @ 25 cum hour 110 HP Motorper grader

hour

12.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M054 P&M-

Vibratory roller 8 -10 tonnes @ 60 cum per hour Water tanker 6 KL capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Machinery

032 P&M059 P&M060

Material

Aggregate at site i) For 53 mm maximum size

Page 15 of 346

Ref. to Sr No MoRT H Spec.

63 mm to 45 mm @ 33 per cent

cum 157.460 input

Remark Cost Rs s/ Input ref. #VALUE! M-038

22.5 mm to 5.6 [email protected] 32 per cent

cum 151.060 input

#VALUE! M-032

Below 5.6 mm @ 35 per cent

cum 166.680 input

#VALUE! M-030

Description

Unit

Cost of water

Quantity

Rate Rs

KL

36.000 input

#VALUE! M-189

45 mm to 22.5 [email protected] 5 per cent

cum

24.120 input

#VALUE! M-034

22.4 mm to 5.6 [email protected] 50 per cent

cum 237.600 input

#VALUE! M-032

Below 5.6 [email protected] 45 per cent

cum 213.480 input

#VALUE! M-030

Or ii) For 45 mm maximum size

Cost of water 4.17 A

(i)

KL

36.000 input

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360.0cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE!

or 4.17 A

(ii)

#VALUE! M-189

For 53 mm maximum size

say #VALUE!

For 45 mm maximum size d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360.0cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.17

Note Any one of the aggregate grading may be adopted B By Mixing Plant : Unit = cum Taking output = 225 cum (450 tonnes) a)

b)

Labour Mate

day

0.280 input

#VALUE!

L-12

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

Mazdoor

day

6.000 input

#VALUE!

L-13

Wet mix plant @ 75 tonne per hour

hour

6.000 input

#VALUE!

Electric generator 125 KVA

hour

6.000 input

#VALUE!

P&M093 P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Motor grader 110 HP

hour

6.000 input

#VALUE!

Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

Water tanker 6 KL capacity

hour

3.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

63 mm to 45 mm @ 33 per cent

cum

98.400 input

#VALUE! M-038

22.5 mm to 5.6 [email protected] 32 per cent

cum

94.410 input

#VALUE! M-032

Below 5.6 mm @ 35 per cent

cum 104.180 input

#VALUE! M-030

45 mm to 22.5 [email protected] 5 per cent

cum

15.060 input

#VALUE! M-034

22.4 mm to 5.6 [email protected] 50 per cent

cum 148.500 input

#VALUE! M-032

Below 5.6 [email protected] 45 per cent

cum 133.430 input

#VALUE! M-030

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material

018 P&M017 P&M032 P&M059 P&M-

060 Lead =input km & P&M#VALUE! 058

Aggregate at site i) For 53 mm maximum size

Or ii) For 45 mm maximum size

Cost of water 4.17 B

(i)

KL

18.000 input

#VALUE! M-189

For 53 mm maximum size d) Overhead charges @ input on (a+b+c) Page 16 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

e) Contractor's profit @ input on (a+b+c+d) Cost for 225cum = a+b+c+d+e

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/225

#VALUE! say #VALUE!

4.17 B

(ii)

For 45 mm maximum size d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 360.0cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/360

#VALUE! say #VALUE!

4.18 Sugge stive

Lime, Flyash Stabilised Soil Sub-Base Construction of Sub-base using lime - Flyash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, Flyash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + Flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28 days curing Unit = cum Taking output = 480 cum (720 tonnes, density 1.50 t/cum) Assumptions made Total mass taken for analysis = 720 t Lime + Flyash admixture @ 20 per cent = 0.2 x=720=144 Soil 720 -144 t= 576 t 576 /1.6 = 360 cum Lime + Flyash = 144 t Ratio Lime 4 : Flyash 16 Lime = 29 kg. Flyash = 115 kg. a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor (Skilled)

day

1.000 input

#VALUE!

L-15

#VALUE!

Machinery Hydraulic Excavator 0.90 cum bucket capacity @ 60cum/hr. for 360 cum soil Tipper 10T capacity for carriage of soil 576 tonnes

hour

6.000 input

tonne.k m

576 x L input

Tipper 10T capacity for carriage of 115 tonnes Flyash

tonne.k m

115 x L input

hour

3.000 input

Tipper 10T capacity for carriage of 29 tonnes of lime from store to work site Add 10 per cent of cost of carriage to cover cost of loading and unloading Tractor with disc harrows for pulverisation Motor Grader 110 HP @ 50 cum per hour

c)

P&M026 #VALUE! Lead =input km & P&M058 #VALUE! Lead =input km & P&M058 #VALUE! P&M048 #VALUE!

hour

6.000 input

#VALUE!

hour

9.600 input

#VALUE!

for mixing in-place and grading Vibratory roller 8 - 10 tonne

hour

6.000 input

#VALUE!

Water tanker 6 KL capacity

hour

12.000 input

#VALUE!

P&M053 P&M032 P&M059 P&M060

Material Slaked Lime

tonne

Compensation for earth taken from private source Page 17 of 346

29.000 input

#VALUE! M-188

cum 360.000 input

#VALUE! M-092

Ref. to Sr No MoRT H Spec.

Description

Unit

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 480 cum = a+b+c+d+e Rate per cum= (a+b+c+d+e)/480

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE! #VALUE!

say #VALUE! Note 1.Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be 2.Cost of Flyash has not been considered as same will be available free of cost. Only carriage of Flyash has been provided. 3.Lime + Flyash has been taken as 20 per cent of total mass and ratio of lime and Flyash as 1:4 for estimating purposes. Total quantities will be as per approved design.

Page 18 of 346

Ref. to Sr No MoRT H 5.1 Spec. 502

CHAPTER - 5 BASES AND SURFACE COURSES (BITUMINOUS) Description

Unit

503

Rate Rs

Remark Cost Rs s/ Input ref.

Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using means. Unit =mechanical sqm Taking output = 3500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per Air compressor 250 cfm Bitumen pressure distributor @ 1750 Water tanker 6 KL capacity @ 1 trip per c) Material Bitumen emulsion @ 0.6 kg per sqm Cost of water d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500

5.2

Quantity

day day hour hour hour hour

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

2.800 2.800 2.000 1.000

#VALUE! #VALUE! #VALUE! #VALUE!

P&MP&MP&MP&M-

input input input input

tonne KL

2.100 input 6.000 input

#VALUE! M-077 #VALUE! M-189 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

hour hour hour

2.800 input 2.800 input 2.000 input

#VALUE! #VALUE! #VALUE!

P&MP&MP&M-

tonne

0.700 input

Note Bitumen primer has been provided @ 0.60 kg per sqm as per clause 502.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and the actual quantity approved by theCoat Engineer after the preliminary trials Tack Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per Air compressor 250 cfm Emulsion pressure distributor @ 1750 c) Material Bitumen emulsion @ 0.2 kg per sqm d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Note 1. Bitumen emulsion has been provided @ 0.20 kg per sqm as per clause 503.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and actual quantity approved by the after trials 2. AnEngineer output of 3500preliminary sqm has been

5.3

504

considered in case of prime coat and tack coat which can be covered by bituminous courses on the same day. Bituminous Macadam Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to Page 1 of 346

#VALUE! M-077 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = cum Taking output = 205 cum (450 tonnes) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & b) levels Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output Mechanical broom hydraulic @ 1250 sqm per hour 250 cfm Air compressor

hour

6.000 input

#VALUE!

hour

2.200 input

#VALUE!

hour

2.200 input

#VALUE!

P&M021 P&M031 P&M-

Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth

001 P&M034 P&M081 P&M-

017 Lead =input km & P&M#VALUE! 058

wheeled tandem roller. c) Material

P&M044 P&M059 P&M045

i) [email protected] 3.3 per cent of mix

tonne

14.850 input

#VALUE! M-074

37.5 - 25 mm 15 per cent

cum

43.510 input

#VALUE! M-049

25 - 10 mm 45 per cent

cum 130.550 input

#VALUE! M-046

10 - 5 mm 25 per cent

cum

72.530 input

#VALUE! M-040

5 mm and below15 per cent

cum

43.510 input

#VALUE! M-030

25 - 10 mm 40 per cent

cum 116.040 input

#VALUE! M-046

10 - 5 mm 40 per cent

cum 116.040 input

#VALUE! M-040

5 mm and below 20 per cent

cum

#VALUE! M-030

weight of mix = 205 x 2.2 = 450 tonne ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 14.85 tonnes Weight of aggregate = 450 -14.85 = 435.15 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 290.1 cum *Grading I ( 40 mm nominal size )

or GradingII(19 mm nominal size)

(i)

* Any one of the alternative may be adopted as per approved design for Grading I ( 40 mm nominal size ) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/205 (For Grading I) (ii)

58.020 input

#VALUE! #VALUE! say #VALUE!

for GradingII(19 mm nominal size) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/205 (For Grading-II)

#VALUE!

Page 2 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

5.4

505

Description

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

Note *1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative the contractor. 4. In case BM overheads is laid overoffreshly laid tack coat, provision of Mechanical broom and 2 mazdoors for the same shall be deleted as the same has been included in the cost of tack coat. Bituminous Penetration Macadam

A

Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the 50 mm thick Unit = sqm Taking output = 4500 sqm (225 cum) a)

b)

c)

Labour Mate

day

0.320 input

#VALUE!

L-12

Mazdoor including for brooming of key aggregates Mazdoor skilled

day

6.000 input

#VALUE!

L-13

day

2.000 input

#VALUE!

L-15

Hydraulic self propelled chip spreader both for aggregates and key [email protected] 1500 sqm per hour for 4500 x 2 pressure sqm = 9000 sqm for @ 1750 Bitumen distributor sqm per hour Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes

hour

6.000 input

#VALUE!

P&M025

hour

2.570 input

#VALUE!

hour

10.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M004 P&M048 P&M059 P&M-

tonne

22.500 input

#VALUE! M-074

cum 270.000 input

#VALUE! M-033

cum

#VALUE! M-031

Machinery

017

Material [email protected] 5 kg per sqm

Crushed stone coarse aggregate passing 45 mm and retained on 2.8 mm sieveaggregates @ 0.06 cum per sqm Key passing 22.4 mm and retained on 2.8 mm sieve @ 0.015 cum sqm d) perOverhead charges @ input on (a+b+c) e) Contractor's profit @ input on

67.500 input

#VALUE! #VALUE!

(a+b+c+d) Cost for 4500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/4500

#VALUE! say #VALUE!

5.4

Note 2 tippers will be needed to match the capacity of chip spreader and front end loader. B 75 mm thick Unit = sqm Taking output = 4500 sqm (337.5 cum compacted). a) Labour

b)

Mate

day

0.400 input

#VALUE!

L-12

Mazdoor including for brooming of key aggregates Mazdoor skilled

day

8.000 input

#VALUE!

L-13

day

2.000 input

#VALUE!

L-15

Machinery

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

c)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! P&M025

Hydraulic self propelled chip spreader both for aggregates and key [email protected] 1500 sqm per hour for 4500 x 2 pressure sqm Bitumen distributor [email protected] 1750 sqm per hour Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes

hour

6.000 input

hour

2.570 input

#VALUE!

hour

10.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M004 P&M048 P&M059 P&M017

Material [email protected] 6.8 kg per sqm

Crushed stone coarse aggregate (loose passing 63 mm and retained on 2.8 mm sieve @ 0.09 cum per sqm Key aggregates passing 26.5 mm and retained on 2.8 mm sieve @ 0.018 cum sqm d) perOverhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

30.600 input

#VALUE! M-074

cum 405.000 input

#VALUE! M-037

cum

#VALUE! M-026

81.000 input

#VALUE! #VALUE!

(a+b+c+d) Cost for 4500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/4500

#VALUE! say #VALUE!

5.5

506

Note 2 tippers and 2 rollers will be needed to match the capacity of chip spreader and front end loader. Grout Built-up-Spray Providing, laying and rolling of built-upspray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the Unit = sqm Taking output = 3000 sqm (225 cum) a)

b)

c)

Labour Mate

day

0.400 input

#VALUE!

L-12

Mazdoor including for brooming of key aggregates Mazdoor skilled

day

8.000 input

#VALUE!

L-13

day

2.000 input

#VALUE!

L-15

Hydraulic self propelled chip spreader both for aggregates and key [email protected] 1500 sqm per hour for 3000 x 3 pressure sqm Bitumen distributor for 3000 x 2 sqm @ 1750 sqm per hour Tipper 5.5 cum capacity

hour

6.000 input

#VALUE!

P&M025

hour

3.430 input

#VALUE!

hour

10.000 input

#VALUE!

Vibratory roller 8 tonnes

hour

6.000 input

#VALUE!

P&M004 P&M048 P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

tonne

9.000 input

#VALUE! M-074

cum 300.000 input

#VALUE! M-035

cum

#VALUE! M-031

Machinery

Material

Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer Crushed stone coarse aggregate passing 53 mm and retained on 2.8 mm sieve @ 0.5 cum per 10 sqm for each layer Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @ 0.13 cum 10 sqm charges @ input on d) perOverhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 3000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3000

39.000 input

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note 2 tippers will be needed to match the capacity of hydraulic chip spreader and front end loader. Page 4 of 346

059 P&M017

Ref. to Sr No MoRT H Spec. 5.6 507

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the Unit = cum Taking output = 195 cum (450 tonnes) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & b) levels Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

Batch mix HMP @ 75 tonne per hour

hour

6.000 input

#VALUE!

Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

hour

6.000 input

#VALUE!

P&M022 P&M-

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

Front end loader 1 cum bucket capacity Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth

034 P&M081 P&M-

017 Lead =input km & P&M#VALUE! 058

wheeled tandem roller. c) Materials

P&M044 P&M059 P&M045

tonne

19.130 input

#VALUE! M-074

37.5 - 25 mm 22 per cent

cum

63.190 input

#VALUE! M-049

25 - 10 mm 13 per cent

cum

37.340 input

#VALUE! M-046

10 -4.75 mm 19 per cent

cum

54.580 input

#VALUE! M-040

4.75 mm and below 44 per cent

cum 126.390 input

#VALUE! M-030

Bitumen @ 4.25 per cent of weight of mix Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 19.13 tonnes Weight of aggregate = 450 -19.13 = 430.87 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 287.25 cum Grading - I40 mm (Nominal Size)

tonne

8.620 input

#VALUE! M-188

25 - 10 mm 30 per cent

cum

86.160 input

#VALUE! M-046

10 - 5 mm 28 per cent

cum

80.430 input

#VALUE! M-040

5 mm and below 40 per cent

cum 114.900 input

#VALUE! M-030

Filler @ 2 per cent of weight of aggregates. or Grading - II19 mm (Nominal Size)

(i)

Filler @ 2 per cent of weight of aggregates. * Any one of the alternative may be adopted as per approved design For Grading I ( 40 mm nominal size ) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Page 5 of 346

tonne

8.620 input

#VALUE! M-188

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/195 (For Grading I) (ii)

Remark Cost Rs s/ Input ref. #VALUE!

say #VALUE!

For GradingII(19 mm nominal size) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/195 (For Grading-II)

#VALUE! say #VALUE!

Note *1. Although the roller are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative of freshly the contractor. 4. In case DBMoverheads is laid over laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost of tack coat.

5.7

508

5. The individual density for each size of aggregates to be used for construction I.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be ammended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates. Semi-Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem Unit = cum Taking output = 195 cum (450 tonnes) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & levels b) Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

Batch mix HMP @ 75 tonne per hour

hour

6.000 input

#VALUE!

Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

hour

6.000 input

#VALUE!

P&M022 P&M-

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

Front end loader 1 cum bucket capacity Tipper 10 tonne capacity

Page 6 of 346

034 P&M081 P&M017 Lead =input km & P&M058

Ref. to Sr No MoRT H Spec.

Description

Unit

Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

wheeled tandem roller c) Material

P&M044 P&M059 P&M045

* Grading I: 13 mm (Nominal Size) i) [email protected] 4.5 per cent of weight of mix ii) Aggregate

tonne

20.250 input

#VALUE! M-074

13.2 - 10 mm20 per cent

cum

57.300 input

#VALUE! M-044

10 - 5 mm 38 per cent

cum 108.870 input

#VALUE! M-040

5 mm and below 40 per cent

cum 114.600 input

#VALUE! M-030

Total weight of mix = 450 tonnes Weight of bitumen = 20.25 tonnes Weight of aggregate = 450-20.25 = 429.75 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 286.5 cum

Filler @ 2 per cent of weight of aggregates. or

tonne

8.620 input

#VALUE! M-188

tonne

22.500 input

#VALUE! M-074

9.5 - 4.75 [email protected] 57 per cent

cum 162.450 input

#VALUE! M-040

4.75 and [email protected] 41 per cent

cum 116.850 input

#VALUE! M-030

Grading II: 10 mm (Nominal Size) [email protected] per cent of weight of mixof mix = 450 tonne weight Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 22.5 tonnes Weight of aggregate = 450 -22.50 = 427.50 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 285 cum

(i)

Filler @ 2 per cent of weight of aggregates. *Any one of the alternative may be adopted as per approved design for Grading I ( 13 mm nominal size )

(ii)

8.620 input

#VALUE! M-188

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/195 (For Grading I) 5.7

tonne

#VALUE! #VALUE! say #VALUE!

for GradingII(10 mm nominal size) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/195 (For Grading-II) Note *1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. Page 7 of 346

#VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

5.8

509

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

4. In case SDBC is laid over freshly laid tack coat, provision of broom and 2 mazdoor shall be deleted as the same has been included in the cost of tack coat. 5. The quantity of Bitumen to be adjusted as per job mix formula. Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem Unit = cum Taking output = 191 cum (450 tonnes) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & levels b) Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

Batch mix HMP @ 75 tonne per hour

hour

6.000 input

#VALUE!

Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

hour

6.000 input

#VALUE!

P&M022 P&M-

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

hour6.00x0.65* input

#VALUE!

Front end loader 1 cum bucket capacity Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth wheeled tandem roller. c) Material

034 P&M081 P&M-

017 Lead =input km & P&M#VALUE! 058 P&M044 P&M059 P&M045

tonne

22.500 input

#VALUE! M-074

20 - 10 mm 35 per cent

cum

99.750 input

#VALUE! M-045

10 - 5 mm 23 per cent

cum

65.550 input

#VALUE! M-040

5 mm and below 40 per cent

cum 114.000 input

#VALUE! M-030

i) [email protected] 5 per cent of weight of mix ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 22.5 tonnes Weight of aggregate = 450 -22.50 = 427.50 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 285 cum * Grading - I-19 mm (Nominal Size)

Filler @ 2 per cent of weight of aggregates. or

tonne

8.620 input

#VALUE! M-188

13.2 - 10 mm30 per cent

cum

85.500 input

#VALUE! M-044

10 - 5 mm 25 per cent

cum

71.250 input

#VALUE! M-040

5 mm and below43 per cent

cum 122.550 input

#VALUE! M-030

Grading - II-13 mm (Nominal Size)

Filler @ 2 per cent of weight of aggregates. *Any one of the alternative may be adopted as per approved design

Page 8 of 346

tonne

8.620 input

#VALUE! M-188

Ref. to Sr No MoRT H Spec.

Description (i)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

for Grading-I ( 13 mm nominal size ) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/191

#VALUE! say #VALUE!

5.8

(ii)

for Grading-II(10 mm nominal size) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/191 (For Grading-II)

5.9

510

say #VALUE!

Note *1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative the contractor. 4. In case BC overheads is laid overoffreshly laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost offor tack coat.size of 5. The individual density each aggregates to be used for construction i.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be ammended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent Dressing by weight of dry aggregates. Surface Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller Unit = sqm Taking output = 9000 sqm Case :-19 mm nominal chipping size -1 a) Labour

b)

Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

9.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

7.200 input

#VALUE!

hour

7.200 input

#VALUE!

P&M031 P&M-

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chipend spreader Front loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Bitumen pressure distributor

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne

10.800 input

Machinery

Smooth wheeled roller 8-10 tonne c) weight Material [email protected] 1.20 kg per sqm Page 9 of 346

001 P&M025 P&M048 P&M017 P&M004 P&M044

#VALUE! M-074

Ref. to Sr No MoRT H Spec.

Description

Unit

Crushed stone chipping,19 mm nominal size @ 0.015 cum per sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Quantity

Rate Rs

cum 135.000 input

Remark Cost Rs s/ Input ref. #VALUE! M-053 #VALUE! #VALUE!

(a+b+c+d) Cost for 9000 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/9000

#VALUE! say #VALUE!

5.9

Case - 13 mm nominal size chipping II a) Labour

b)

c)

Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

9.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

7.200 input

#VALUE!

hour

7.200 input

#VALUE!

P&M031 P&M-

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chipend spreader Front loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Bitumen pressure distributor @ 1750 sqm per hour Vibratory roller 8-10 tonne weight

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne

9.000 input

#VALUE! M-074

cum

90.000 input

#VALUE! M-052

Machinery

Material [email protected] 1.00 kg per sqm

Crushed stone chipping,13 mm nominal size @ 0.01 cum per sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

001 P&M025 P&M048 P&M017 P&M004 P&M059

#VALUE! #VALUE!

(a+b+c+d) Cost for 9000 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/9000

#VALUE! say #VALUE!

Note 1.Where the proposed aggregate fails to pass the stripping test, an approved adhesion agent may be added to the binder as per clause 510.2.4. Alternatively, chips may be for pre-coated as per clause 510.2.5 2.Input the second coat, where required, 5.10

will be the same as per the Ist coat mentioned abovePremix Surfacing Open - Graded

511

Providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8Unit = sqm Taking output = 10250 sqm (205 cum) (i)

Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour a) Labour . Mate

day

0.840 input

#VALUE!

L-12

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

i) Batch type HMP 75 tonne per hour

hour

6.000 input

#VALUE!

ii) Electric Generator Set 250 KVA

hour

6.000 input

#VALUE!

P&M021 P&M-

iii) Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Mazdoor working with HMP, road sweeper, paver and roller Skilled mazdoor for checking line & b) levels Machinery

Page 10 of 346

081 P&M017

Ref. to Sr No MoRT H Spec.

Description

Unit

iv) Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled/tandom roller 8-10 c)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! Lead =input km & P&M#VALUE! 058

tonne.k m

450 x L input

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonnes weight Material

P&M034 P&M045

[email protected] 14.60 kg per 10 sqm Crushed stone chipping,13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

14.970 input

#VALUE! M-074

cum 276.750 input

#VALUE! M-043 #VALUE! #VALUE!

(a+b+c+d) Cost for 10250 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10250

#VALUE! say #VALUE!

Note If a premix sand seal coat of 'B' type is proposed, the same is required to be provided over the open graded premix carpet immediately on the same day. As the same HMP and other machines will be used for laying of premix sand seal coat, out of 6 effective working hours, 4.00 hours may be utilised for laying of premix carpet and balance 2.00 hours for the seal coat. The rate for the premix sand seal coat under clause 513 (case II) has been worked out accordingly by utilising the HMP for 2.00 hours for the purpose of seal coat. In case type 'A' seal coat is proposed, HMP can be (ii) Case II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion Unit = sqm

5.10

Taking output = 900 sqm (24.3 cum) a)

b)

c)

Labour Mate

day

0.800 input

#VALUE!

L-12

Mazdoor

day

18.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Concrete mixer 0.4/0.28 cum capacity

hour

6.000 input

#VALUE!

Smooth wheeled steel roller 8-10 tonne

hour

6.000 input

#VALUE!

P&M009 P&M-

Machinery

044

Material Cationic Bitumen Emulsion @ 21.50 kg per 10 sqm Crushed stone aggregates 13.2 mm to

tonne

1.940 input

#VALUE! M-073

cum

24.300 input

#VALUE! M-043

5.6 mm @ 0.27 cum per 10 sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 900 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/900

#VALUE! #VALUE! say #VALUE!

5.11

512

Close Graded Premix Surfacing/Mixed Seal Surfacing Case I Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, Page 11 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = sqm Taking output = 10250 sqm (205 cum) a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor working with HMP, road sweeper, paver and roller Skilled mazdoor for checking line & b) levels Machinery

day

16.000 input

#VALUE!

L-13

day

5.000 input

#VALUE!

L-15

i) HMP of appropicate capacity.

hour

6.000 input

#VALUE!

ii) Electric Generator Set 250 KVA

hour

6.000 input

#VALUE!

P&M021 P&M-

iii) Front end loader 1 cum bucket capacity iv) Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

#VALUE!

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled8-10 tonnes weight c)

081 P&M017 Lead

=input km & P&M#VALUE! 058 P&M034 P&M044

Material

Type - A * [email protected] 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 @ 0.27 cum per 10 sqm or

tonne

22.500 input

#VALUE! M-074

cum 276.750 input

#VALUE! M-041

Type - B Bitumen @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum per 10 sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

19.480 input

#VALUE! M-074

cum 276.750 input

#VALUE! M-042 #VALUE! #VALUE!

(a+b+c+d) Cost for 10250 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10250

#VALUE! say #VALUE!

5.12

* Any one of the alternative may be adopted Seal Coat

513

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and Unit = sqmB seal coats (i)

Taking output = 10250 sqm (92.25 cum) Case - I : Type A a)

b)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Hydraulic self propelled chip spreader

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity

hour

6.000 input

#VALUE!

P&M025 P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Bitumen pressure distributor @ 1750 sqm per wheeled hour Smooth roller 8 -10 tonne

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

tonne

10.050 input

#VALUE! M-074

cum

92.250 input

#VALUE! M-050

Machinery

c) weight Material [email protected] 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size defined as 100 per cent passing 11.2 mm sieve and retained on 2.36 mm applied @ 0.09 cum per 10on sqm d) sieve Overhead charges @ input (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Cost for 10250 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10250

#VALUE!

Page 12 of 346

048 P&M017 P&M004 P&M044

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

Note Since seal coat is provided immediately over the bituminous layers, mechanical broom for clearing has not been catered. (ii) Case - II : Type B

5.12

Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Unit = sqm Taking output = 7858 sqm (47.16 cum) a)

b)

Labour Mate

day

0.160 input

#VALUE!

L-12

Mazdoor

day

4.000 input

#VALUE!

L-13 P&M022 P&M-

Machinery hour

2.000 input

#VALUE!

Electric Generator Set 250 KVA

HMP of 75 tonnes/hour.

hour

2.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

2.000 input

#VALUE!

tonne.k m

104 x 'L' input

#VALUE!

hour

2.000 input

#VALUE!

hour

2.000 input

#VALUE!

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher hydrostatic with sensor attachment Smooth wheeled 8-10 tonnes capacity c)

=input km & P&M#VALUE! 058

Crushed stone chipping of 6.7 mm size defined as passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ cum per 10 sqm @ input on d) 0.06 Overhead charges (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 7858 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7858

tonne

5.340 input

#VALUE! M-074

cum

47.160 input

#VALUE! M-050

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.14

514

515

P&M034 P&M044

Material [email protected] 6.80 kg per 10 sqm

5.13

081 P&M017 Lead

Note Since seal coat is required to be provided over the premix carpet on the same day, out of the 6 working hours of the HMP, 4.00 hours are proposed to be utilised for the premix carpet and the balance 2.00 hours for the seal coat. Hence 2.00 hours have been considered for this case. This may be linked to rate analysis worked out under Supply of Stone Aggregates for Pavement Courses Supply of stone aggregates from approved sources conforming to the physical requirement, specified in the respective specified clauses, including royalties, fees rents, collection, transportation, stacking and testing and measured in cum as per Competitive market rates to be as certained. Alternatively, rates for stone crushing given in chapter 1may be adopted, if found economical. In case for supply of aggregates at site are not available, nearest crusher site may be as certained. Loading and un-loading charges and cost of carriage may be added to these rates to arrive at Mastic Asphalt

Page 13 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is Unit = sqm Taking output = 35.00 sqm (0.87 cum ) assuming a density of 2.3 tonnes/cum.2 a)tonnes Labour

b)

Mate

day

0.440 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

0.060 input

#VALUE!

hour

0.060 input

#VALUE!

P&M031 P&M-

Mastic cooker 1 tonne capacity

hour

6.000 input

#VALUE!

Bitumen boiler 1500 litres capacity

hour

6.000 input

#VALUE!

hour

1.000 input

#VALUE!

tonne

0.204 input

#VALUE! M-074

cum

0.390 input

#VALUE! M-021

tonne

0.360 input

#VALUE! M-188

cum

0.550 input

#VALUE! M-043

cum

0.018 input

#VALUE! M-142

Machinery

Tractor for towing and positioning of mastic cooker and bitumen boiler c) Material

001 P&M030 P&M005 P&M053

Base mastic (without coarse aggregates) = 60 per cent Coarse aggregate (6.3mm to 13.2 mm) = 40 per centof . material required for mastic Proportion asphalt with coarse aggregates (based on mix design done by CRRI for a specific case) I) Bitumen 85/25 or 30/40 @ 10.2 per cent by weight of mix. 2 x 10.2/100 = 0.204 ii) Fine aggregate passing 2.36mm and retained on 0.075mm sieve @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes 0.638/1.625 0.39 iii) Lime stone=dust filler with=calcium content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 0.36 iv) Coarse aggregates=6.3 mm to 13.2 mm @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55 v) Pre-coated stone chips of 13.2 mm nominal size for skid resistance = 35 x 0.005/10 = 0.018 vi) Bitumen for coating of chips @ 2 per cent by weight = 0.018 x 1.456 x 2/100 = 0.0005 MT = 0.5kg d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 35.00 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/35

kg

0.500

#VALUE! #VALUE! M-074

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.15

516

Note 1.The rates for 50 mm & 40 mm thick layers may be worked out on pro-rata basis. 2.Where tack coat is required to be provided before laying mastic asphalt, the same is required to be measured and paid separately. 3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design. 4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design required to be done for each case. Slurry is Seal Page 14 of 346

Ref. to Sr No MoRT H Spec.

Description

(i)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to 5 mm thickness Unit = sqm Taking output = 16000 sqm (80 cum) Taking density of 2.2 tonnes per cum weight of mix = 176 tonnes a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler. tyred roller with individual Pneumatic wheel load not exceeding 1.5 tonnes Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

6.000 input

#VALUE!

hour

2.000 input

#VALUE!

P&M037 P&M060

tonne

19.360 input

#VALUE! M-077

cum 102.080 input

#VALUE! M-030

Machinery

Material Residual Binder @ 11 per cent of mix 80 x 2.2 x 0.11 Fine aggregate 4.75 mm and below 87 per cent of total mix,80 x 2.2 x 0.87 = 153.12 tonnes. Taking density1.5, = 153.12/1.5 = 102.08 Filler @ 2 per cent ofcum total mix = 80 x 2.2 x 0.02 Cost of water

001 P&M033 P&M-

tonne

3.520 input

#VALUE! M-188

KL

12.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 16000 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/16000

#VALUE! say #VALUE!

5.15

(ii)

3 mm thickness Unit = sqm Taking output = 20000 sqm (60 cum) a)

b)

c)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

2.000 input

#VALUE!

P&M060

tonne

17.160 input

#VALUE! M-077

cum

74.800 input

#VALUE! M-022

tonne

2.640 input

#VALUE! M-188

KL

12.000 input

#VALUE! M-189

Machinery

Material Residual Binder @ 13 per cent of mix = 60 x 2.2 x 0.13 Fine aggregate 3 mm and below 85 per cent of total mix, 60x 2.2 x 0.85 = 112.2 tonnes. Taking density 1.5, Filler @ 2 per cent of total mix = 60x 2.2 0.02 Costxof water

d) Overhead charges @ input on (a+b+c) Page 15 of 346

#VALUE!

001 P&M033 P&M-

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

e) Contractor's profit @ input on (a+b+c+d) Cost for 30000 sqm = a+b+c+d+e

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

Rate per sqm = (a+b+c+d+e)/20000

#VALUE! say #VALUE!

5.15

(iii)

1.5 mm thickness Unit = sqm Taking output = 24000 sqm (36 cum) a)

b)

c)

Labour Mate

day

0.200 input

#VALUE!

L-12

Mazdoor

day

5.000 input

#VALUE!

L-13

Mechanical broom

hour

6.000 input

#VALUE!

Air compressor 250 cfm

hour

6.000 input

#VALUE!

P&M031 P&M-

Mobile slurry seal equipment

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler. Water tanker6 KL capacity

hour

6.000 input

#VALUE!

017 P&M048

hour

2.000 input

#VALUE!

P&M060

tonne

12.670 input

#VALUE! M-077

cum

43.300 input

#VALUE! M-022

tonne

1.580 input

#VALUE! M-188

KL

12.000 input

#VALUE! M-189

Machinery

Material Residual Binder @ 16 per cent of mix, 36 x 2.2 x 0.16 Fine aggregate 2.36 mm and below,82 per cent of total mix,36x 2.2 x 0.82 = 64.94 tonnes. Taking density 1.5 Filler @ 2 per cent of total mix = 36x 2.2 0.02 Costxof water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 24000 sqm = a+b+c+d+e

#VALUE!

001 P&M033 P&M-

#VALUE!

Rate per sqm = (a+b+c+d+e)/24000

#VALUE! say #VALUE!

5.16

517

Note 1.Tack coat, if required to be provided, before laying slurry seal may be measured and paid separately Recycling of Bituminous Pavement with Central Recycling Plant Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and Unit = cum Taking output = 120 cum (276 tonnes) a)

b)

Labour Mate

day

0.480 input

#VALUE!

L-12

Mazdoor

day

10.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Cold milling machine @ 20 cum per hour Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

1.280 input

#VALUE!

P&M069 P&M-

hour

1.280 input

#VALUE!

Bitumen pressure distributor @ 1750 sqm per plant hour 100-120 TPH producing Hot mix

hour

0.910 input

#VALUE!

hour

3.000 input

#VALUE!

hour

3.000 input

#VALUE!

hour

3.000 input

#VALUE!

Machinery

an average of 75 tonnes per hour Electric generator set 250 KVA Front end loader 1.00 cum bucket capacity Page 16 of 346

031 P&M001 P&M004 P&M021 P&M081 P&M017

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Tipper 5.5 cum capacity

hour

Smooth wheeled roller 8-10 tonnes

hour3.00x0.65* input

Vibratory roller 8 tonnes

hour3.00x0.65* input

#VALUE!

hour3.00x0.65* input

#VALUE!

Smooth wheeled tandem roller 6-8 c) tonnes Material

18.000 input

Remark Cost Rs s/ Input ref. #VALUE! P&M048 #VALUE! P&M044 P&M059 P&M045

i) Bitumen A bitumen content is 4.5 per cent bitumen weight of mix. For reclaimed material, fresh bitumen will be required to the extent of 60 per acent normal In mixofof 276 requirement. tonnes, 82.8 tonne is reclaimed and balance 193.2 tonne is fresh mix.Bitumen required for reclaimed mix of 82.8 tonne @ 60 per cent = 82.8 x 0.60 x0.04 = 1.99for fresh mix of 193.2 Bitumen required tonnes = 193.2 x 0.04 = 7.73 ii) Aggregates

tonne

1.987 input

#VALUE! M-074

tonne

7.728 input

#VALUE! M-074

37.5 - 25 mm @ 23 per cent

cum

28.440 input

#VALUE! M-049

25 - 10 mm @ 15 per cent

cum

18.550 input

#VALUE! M-046

10- 5 mm @ 20 per cent

cum

24.730 input

#VALUE! M-040

Below 5 mm @40 per cent

cum

49.460 input

#VALUE! M-030

tonne

5.520 input

#VALUE! M-081

Percentage of mix requiring fresh aggregates - 70 per cent Weight of fresh mix = 276 x 0.70 = 193.2 tonne Weight of fresh aggregate in the mix = 193.2 x 0.96 = 185.47 tonne Taking average density of 1.5 tonnes/cum, total volume of aggregate = 123.65 cum. Size wise requirement of fresh aggregates

Filler (cement) @ 2 per cent = 5.52tonnes of 276 tonne d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Cost for 120 cum of DBM = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

5.17

518

Note Although the total rolling time is only 4 hours as per norms, all the three rollers have to be available at site for 3 hours each to match with the output of re-cycling plant. To cater for their idling time, these have been multiplied with a factor of 0.65. Fog Spray Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous Unit = sqm Taking output = 10500 sqm a)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen emulsion pressure distributor @ 1750 sqm per hour c) Material

tonne

6.000 input

#VALUE!

tonne

7.880 input

#VALUE! M-077

b)

Machinery

Bitumen emulsion @ 0.75 kg per sqm d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! #VALUE! say #VALUE!

Page 17 of 346

001 P&M004

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

1.In case it is decided by the engineer to blind the fog spray, the following may be added a) Labour

b)

Mate

day

0.160 input

#VALUE!

L-12

Mazdoor for precoating of grit

day

4.000 input

#VALUE!

L-13

cum

26.250 input

#VALUE! M-024

tonne

0.790 input

#VALUE! M-077

Material Crushed stone grit 3 mm size @ 3.75 kg per sqm emulsion for precoating grit @ Bitumen 2 per cent of grit,39.38 x 0.02 #VALUE! #VALUE! say #VALUE!

5.18

519

Bituminous Cold Mix ( Including Gravel Emulsion) Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels. Unit = cum Taking output = 205 cum (450 tonne) (i)

Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Composition of mix (450 tonne) is assumed to be as under:Bitumen Emulsion 8 per cent Filler2 per cent

By weight of total

Total aggregates 90 per cent Proportion of aggregates 19 mm to 9.5 mm25 per cent 9.5 mm to 6 mm29 per cent 6 mm to 0.075 mm 36 per cent a)

b)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor

day

16.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. Electric generator 125 KVA

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M077 P&M018 P&M-

tonne.k m

450 x L input

#VALUE!

hour

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

017 Lead =input km & P&M#VALUE! 058

6.000 input

#VALUE!

Pneumatic tyred roller 12-15 tonnes

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel tandem roller 6-8 c) tonnes Material

hour6.00x0.65* input

#VALUE!

P&M034 P&M037 P&M045

Bitumen emulsion @ 8 per cent

tonne

36.000 input

#VALUE! M-077

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum

75.000 input

#VALUE! M-045

cum

87.000 input

#VALUE! M-040

cum 108.000 input

#VALUE! M-030

Aggregates size 19 to 9.5 mm - 450 x 0.25 x 1/1.5size 9.5 to 6 mm - 450 x Aggregates 0.29 x 1/1.5size 6 to 0.075 mm - 450 x Aggregates x 1/1.5 charges @ input on d) 0.36 Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/205

#VALUE!

Page 18 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

(Applicable to cases I to IV)

5.18

Note 1.Density of aggregates has been assumed 1.5 2. gms/cc Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a (ii) Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Composition of mix (450 tonne) is assumed to be as under:Bitumen Emulsion 8 per cent Filler2 per cent Total aggregates 90 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 35 per cent a)

b)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor

day

16.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Drum mix plant for cold mixes 60-90 tonne per hour producing average output 75 tonnes perKVA hour Electricof generator 125

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M077 P&M018 P&M-

tonne.k m

450 x L input

#VALUE!

hour

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

017 Lead =input km & P&M#VALUE! 058

6.000 input

#VALUE!

Pneumatic tyred roller 12-15 tonnes

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel tandom roller 6-8 c) tonnes Material

hour6.00x0.65* input

#VALUE!

037 P&M045

Bitumen emulsion @ 8 per cent

tonne

36.000 input

#VALUE! M-077

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum

75.000 input

#VALUE! M-048

cum

90.000 input

#VALUE! M-047

cum 105.000 input

#VALUE! M-030

Aggregates size 37.5 to 19 mm - 450 x 0.25 x 1/1.5size 19 to 6 mm - 450 x 0.3 Aggregates x 1/1.5 Aggregates size 6 to 0.075 mm - 450 x x 1/1.5 charges @ input on d) 0.35 Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/205

#VALUE! #VALUE! say #VALUE!

5.18

P&M034 P&M-

Note 1.Density of aggregates has been assumed 1.5 gms/cc 2. Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a (iii) Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Page 19 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Composition of mix (450 tonne) assumed to be as under:Cutback bitumen 5 per cent Filler (lime)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

is

2 per cent

Total aggregates 93 per cent Proportion of aggregates 19 mm to 9.5 mm26 per cent 9.5 mm to 6 mm31 per cent 6 mm to 0.075 mm 36 per cent a)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor

day

16.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Drum mix plant for cold mixes 60-90 tonne per hour producing average output 75 tonnes perKVA hour Electricof generator 125

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M077 P&M018 P&M-

tonne.k m

450 x L input

#VALUE!

hour

6.000 input

#VALUE!

Pneumatic tyred roller 12-15 tonnes

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel tandem roller 6-8 c) tonnes Material

hour6.00x0.65* input

#VALUE!

b)

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

017 Lead =input km & P&M#VALUE! 058 P&M034 P&M037 P&M045

Cutback bitumen @ 5 per cent

tonne

22.500 input

#VALUE! M-076

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum

78.000 input

#VALUE! M-045

cum

93.000 input

#VALUE! M-040

cum 108.000 input

#VALUE! M-030

Aggregates size 19 to 9.5 mm - 450 x 0.26 x 1/1.5size 9.5 to 6 mm - 450 x Aggregates 0..31 x 1/1.5size 6 to 0.075 mm - 450 x Aggregates x 1/1.5 charges @ input on d) 0.36 Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/205

#VALUE! say #VALUE!

5.18

Note 1.Density of aggregates has been assumed 1.5 2. gms/cc Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a (iv) Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Composition of mix (450 tonne) is assumed to be as under:Cutback bitumen 5 per cent Filler2 per cent Total aggregates 93 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 38 per cent a)

Labour Mate

day

Page 20 of 346

0.840 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

Mazdoor

day

16.000 input

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Drum mix plant for cold mixes 60-90 tonne per hour producing output of 75 tonnes hour 125 KVA Electric per generator

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M077 P&M018 P&M-

tonne.k m

450 x L input

#VALUE!

hour

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

017 Lead =input km & P&M#VALUE! 058

6.000 input

#VALUE!

Pneumatic tyred roller 12-15 tonnes.

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel tandem roller 6-8 c) tonnes Material

hour6.00x0.65* input

#VALUE!

P&M034 P&M037 P&M045

Cutback bitumen on @ 5 per cent

tonne

22.500 input

#VALUE! M-076

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum

75.000 input

#VALUE! M-048

cum

90.000 input

#VALUE! M-047

cum 114.000 input

#VALUE! M-030

Aggregates size 37.5 to 19 mm - 450 x 0.25 x 1/1.5size 19 to 6 mm - 450 x 0.3 Aggregates x 1/1.5 Aggregates size 6 to 0.075 mm - 450 x 1/1.5 charges @ input on d) x0.38 Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 205 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/205

#VALUE! say #VALUE!

5.19

520

Note 1.Density of aggregates has been assumed 1.5 2. gms/cc Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a Sand Asphalt Base Course Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, Unit = cum Taking output = 205 cum (450 tonne) a)

b)

Labour Mate

day

0.840 input

#VALUE!

L-12

Mazdoor

day

16.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Hot Mix Plant of appropriate capacity but not less than 75 tonnes/hour Electric generator set 250 KVA

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

P&M023 P&M081 P&M-

tonne.k m

450 x L input

#VALUE!

hour

6.000 input

#VALUE!

Machinery

Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher

Page 21 of 346

017 Lead =input km & P&M#VALUE! 058 P&M034

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

hour 6.00x0.65 input

smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth

hour 6.00x0.65 input hour 6.00x0.65 input

Remark Cost Rs s/ Input ref. #VALUE! P&M044 #VALUE! P&M059 #VALUE! P&M-

wheeled tandom rollers. c) Material

045

Composition of mix (450 tonne) assumed to be as under:Density 2.20 tonne per cum

is

Weight450 tonne Bitumen5 per cent Filler2 per cent Sand of size 4.75 to 0.075 mm 93 per cent [email protected] 5 per cent

tonne

22.500 input

#VALUE! M-074

Filler (lime)@ 2 per cent

tonne

9.000 input

#VALUE! M-188

cum 288.620 input

#VALUE! M-004

Sand of size 4.75 to 0.075 mm - 450 x x 1/1.5 charges @ input on d) 0.93 Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/205

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.20

521

Note 1. Tack coat will be measured and paid separately 2. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of this roller, their usage rates has been multiplied Modified Binder Supply of modified binder produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen and which allows properties given in clause 521.3 and IRC:SP: 53 blending of modifier with bitumen to be done either at the refinery or at central unit with all facilities Unit = tonne The use of modified binder is expected to result in an extended service life of bituminous pavements subject to heavy traffic loads in extreme climatic conditions, thus justifying the entire cost of adding modifiers/fibres. Other advantages include lower temperature susceptibility, higher resistance to aging, higher fatigue life, higher resistance to cracking and better Detailed information and inductive dose level on the use of polymer modified binder is available in IRC : SP-53 / 2002. A number of proprietary products are now available in the market. For such proprietary products, test reports and cost effectiveness should be the basis for their selection in road The modifier, in the required quantity shall be blended at the refinery or at central unit with all facilities by proper industrial process, is essential. If supplied in drums it shall be agitated in melted condition with suitable device forglass achieving Proposals to use fibre, homogeneity polypropylene fibres or any other similar material in a bituminous mixture should be substantiated, complete with all details including test results, manufacturer's recommendations for addition or means of incorporating the fibres, homogeneously,

Page 22 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Before agreeing to the use of a fibre, it should have been proved to be satisfactory in use under circumstances, similar to the work, elsewhere or it would have under gone appropriate performance trials. Documented evidence of use and trials of the fibre, in any country having conditions where information on use of trials is inadequate or lacking, trials may be required to be under taken before agreeing the use of thebinder fibre. is usually Note to 1. The modified manufactured by specialised firms as a proprietary product. The rate for this product is required tofor bevarious as certained 2.The specifications item offrom road works using polymer/rubber modified bitumens are same as those for penetration grade bitumen except those for any special conditions theduring manufacturer may 3.The otherwhich controls mixing, laying

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

`

shall be same as specified in IRC - 14, 29, 94 and 95 for open graded premix carpet, bituminous concrete, DBM and SDBC respectively 4.The temperature of mixing and rolling will

5.21

be slightly higher than conventional bituminous mixes as indicated in Table 8 of IRC: SP:Prevention 53 - 2002 Courses Crack

522 (i)

Stress absorbing membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the Unit = sqm Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

tonne

9.450 input

#VALUE! M-078

cum 105.000 input

#VALUE! M-050

Machinery

Material Modified binder Crushed stone aggregates 5.6 mm size

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! #VALUE! say #VALUE!

5.21

(ii)

Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm

Page 23 of 346

001 P&M004 P&M025 P&M044

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

tonne

11.550 input

#VALUE! M-078

cum 105.000 input

#VALUE! M-051

Machinery

Material Modified binder Crushed stone chipping 11.2 mm size

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

001 P&M004 P&M025 P&M044

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! say #VALUE!

5.21

(iii)

Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 laying per cent Providing and a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 per cent after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm Taking output = 10500 sqm a)

b)

c)

Labour Mate

day

0.240 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm capacity

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

P&M031 P&M-

Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Smooth wheeled road roller 8-10 tonne

hour

6.000 input

#VALUE!

tonne

15.750 input

#VALUE! M-078

cum 126.000 input

#VALUE! M-051

Machinery

Material Modified binder Crushed stone aggregates 11.2 mm size

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10500

#VALUE! #VALUE! say #VALUE!

5.21

Note In case 2nd coat is also required to be provided, material provided for the 2nd coat shall be-as IV per table 500-47. impregnated (iv) Case : Bitumen geotextile and Providing laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 703.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause Unit = sqm Taking output = 3500 sqm Page 24 of 346

001 P&M004 P&M025 P&M044

Ref. to Sr No MoRT H Spec.

Description a)

b)

Unit

Rate Rs

Remark Cost Rs s/ Input ref.

Labour Mate

day

0.560 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

Mazdoor skilled

day

2.000 input

#VALUE!

L-15

hour

2.800 input

#VALUE!

hour

2.800 input

#VALUE!

P&M031 P&M-

tonne

2.000 input

#VALUE!

hour

2.000 input

#VALUE!

Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm capacity Bitumen pressure distributor @ 1750 sqm per hour Pneumatic roller

c)

Quantity

001 P&M004 P&M037

Material

Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm Geotextile including 10 per cent for d) overlaps Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

3.680 input

#VALUE! M-075

sqm 3850.000 input

#VALUE! M-108 #VALUE! #VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/3500

#VALUE! say #VALUE!

5.22

NOTE As bitumen overlay construction shall follow closely the fabric placement on the same day, an output of 3500 sqm only has been considered for the analysis which will cover a length of 500 m, of 7 m wide carriagway. This can be conveniently overlaid by a bitumenious course in a day 519.3 Recipe Cold Mix Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3 Unit = cum Taking output = 205 cum (450 tonnes) (i)

75 mm thickness a)

b)

Labour Mate

day

1.000 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Batch type cold mixing plant 100-120 TPH capacity producing an average output 75 tonne125 per KVA hour Electricof generator

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum capacity

hour

6.000 input

#VALUE!

P&M064 P&M018 P&M-

Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

Machinery

Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller12-15 tonnes.

c)

017 P&M034 #VALUE! Lead =input km & P&M#VALUE! 058

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel roller6-8 tonnes.

hour6.00x0.65* input

#VALUE!

Water tanker6 KL capacity

hour

1.000 input

#VALUE!

tonne

20.250 input

#VALUE! M-077

cum 297.000 input

#VALUE! M-055

Material Bitumen emulsion @ 45 litres per tonne Crushed stone aggregates 40 mm nominal size Cost of water

KL

6.000 input

044 P&M060

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Page 25 of 346

P&M037 P&M-

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Rate per sqm = (a+b+c+d+e)/205

Remark Cost Rs s/ Input ref. #VALUE!

say #VALUE! Note (Case I to III)

5.22

(ii)

1. These mixes are considered suitable for minor repair work and temporary road surface improvement. 2. In case concrete mixtures are required to be used for mixing, a number of these will be needed to match the capacity of road rollers. 3. Tack coat, where provided, will be measured and paid separately. *4.Both the rollers have to be available at site to match with the output of batch mixing plant and paver finisher. A multiplying factor of 0.65 has been adopted to for the idling period of road rollers. 40cater mm thickness a)

b)

Labour Mate

day

1.000 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Batch type cold mixing plant100-120 TPH capacity producing an average output 75 tonne125 per KVA hour Electricof generator

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum capacity

hour

6.000 input

#VALUE!

P&M064 P&M018 P&M-

Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

Machinery

Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller 12-15 tonnes.

c)

017 P&M034 #VALUE! Lead =input km & P&M#VALUE! 058

hour6.00x0.65* input

#VALUE!

Smooth wheeled steel roller 6-8 tonnes.

hour6.00x0.65* input

#VALUE!

Water tanker6 KL capacity

hour

1.000 input

#VALUE!

tonne

31.500 input

#VALUE! M-077

cum 287.000 input

#VALUE! M-052

Material Bitumen emulsion @ 70 litres per tonne Crushed stone aggregates 14 mm nominal size Cost of water

KL

6.000 input

P&M037 P&M044 P&M060

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/205

#VALUE! say #VALUE!

5.22

(iii)

25 mm thickness a)

b)

Labour Mate

day

1.000 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

Mazdoor skilled

day

5.000 input

#VALUE!

L-15

Batch type cold mixing plant 100-120 TPH capacity producing an average output 75 tonne125 per KVA hour Electricof generator

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Front end loader 1 cum capacity

hour

6.000 input

#VALUE!

P&M064 P&M018 P&M-

Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity

hour

6.000 input

#VALUE!

tonne.k m

450 x L input

Machinery

Add 10 per cent of cost of carriage to cover cost of loading and unloading Page 26 of 346

017 P&M034 #VALUE! Lead =input km & P&M#VALUE! 058

Ref. to Sr No MoRT H Spec.

Description

c)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! P&M037 #VALUE! P&M-

Pneumatic tyred roller

hour6.00x0.65* input

Smooth wheeled steel roller

hour6.00x0.65* input

Water tanker6 KL capacity

hour

1.000 input

tonne

38.250 input

#VALUE! M-077

cum 270.000 input

#VALUE! M-050

#VALUE!

Material Bitumen emulsion @ 85 litres per tonne Crushed stone aggregates 6 mm nominal size Cost of water

KL

6.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10500 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/205

#VALUE! #VALUE! say #VALUE!

Page 27 of 346

044 P&M060

CHAPTER- 6 CEMENT CONCRETE PAVEMENTS Ref. to Sr No MoRTH Spec. 6.1 601

Description Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with Unit = cum Taking output = 450 cum (990 tonne) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Front end loader 1 cum bucket capacity Cement concrete batch mix plant @ 75 Electric generator 100 KVA Paver with electronic sensor Vibratory roller 8-10 t capacity Water tanker6 KL capacity Tipper

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to383 clause 602.2.4. Coarse Sand as per IS: @ 0.45 cum/cum of concrete Cement @ 150 kg/cum of concrete Cost of water d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/450 Note 6.2

602

Quantity provided for aggregate is for estimating purpose. Exact quantity shall be as per mix design. Pavement Cement Concrete Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, Unit = cum Taking output = 1050 cum (2415 a) Labour Mate Mazdoor skilled Mazdoor Page 1 of 346

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day day

1.120 input 6.000 input 22.000 input

#VALUE! #VALUE! #VALUE!

hour hour hour hour hour hour tonne.k m

6.000 input 6.000 input 6.000 input 6.000 input 8.000 input 8.000 input 990 x L input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

cum 405.000

cum 203.000 input tonne KL

67.500 input 48.000 input

day day day

2.000 input 15.000 input 35.000 input

L-12 L-15 L-13

P&MP&MP&MP&MP&MP&MLead =input km & P&M#VALUE! 058

0.00

0.00

M-052 and M054 #VALUE! M-004

#VALUE! M-081 #VALUE! M-189 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

#VALUE! #VALUE! #VALUE!

L-12 L-15 L-13

Ref. to Sr No MoRTH Spec.

Description b)

Machinery Road Sweeper @ 1250 sqm per hour Front end loader 1 cum bucket capacity Cement concrete batch mix plant @ 175 cum per hour (effective output) Electric generator 250 KVA Slip form paver with electronic sensor Water tanker6 KL capacity Transit truck agitator 5 cum capacity.

Add 10 per cent of cost of carriage to cover cost of loading and unloading Concrete joint cutting machine . Texturing machine . c) Material Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. Sand as per IS: 383. and conforming to clause 602.2.4 @ 0.45 cum/cum of concrete Cement 43 grade @ 400 kg/cum of 32 mm mild steel dowel bars of grade S 16 mm deformed steel tie bars of grade Separation Membrane of impermeable plastic sheeting 125 micron thick Pre moulded Joint filler, 25 mm thick for expansion joint. Joint sealant Sealant primer Plastic sheath,1.25 mm thick for dowel Curing compound Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per cent by weight cement Cost of of water

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

hour hour hour

2.800 input 18.000 input 6.000 input

#VALUE! #VALUE! #VALUE!

hour hour hour tonne.k m

6.000 input 6.000 input 36.000 input 2415xL input

#VALUE! #VALUE! #VALUE! #VALUE!

hour hour

12.000 input 12.000 input

cum 945.000

0.00

cum 473.000 input tonne 414.000 tonne 9.450 tonne 1.170 sqm 3675.000 sqm

input input input input

16.330 input

kg 875.000 kg 116.670 sqm 46.670 liter 1850.000 kg 2070.000

input input input input input

KL 216.000 input

#VALUE!

P&MP&MP&M067 P&MP&MP&MLead =input km & P&M058

#VALUE! #VALUE!

P&MP&M-

0.00

M-052 and M054 #VALUE! M-004 #VALUE! #VALUE! #VALUE! #VALUE!

M-081 M-126 M-082 M-164

#VALUE! M-141 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

M-120 M-097 M-138 M-090 M-180

#VALUE! M-189

Add 1 per cent of material for cost of miscellaneous materials like tarpauline, Hessian cloth, metal cap, cotton / compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scabbling machine, threads, ropes, d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 1050cum = a+b+c+d+e

#VALUE!

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/1050

#VALUE! say #VALUE!

Note

6.3 603

The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per mix design. Rolled Cement Concrete Base Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 6004 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes Unit = cum Taking output = 450 cum (990 tonne) a)

Labour Mate

day

1.200 input

#VALUE!

L-12

Mazdoor skilled

day

7.000 input

#VALUE!

L-15

Page 2 of 346

Ref. to Sr No MoRTH Spec.

Description Mazdoor b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

day

23.000 input

Front end loader 1 cum bucket capacity

hour

6.000 input

#VALUE!

Cement concrete batch mix plant @ 75 cum pergenerator hour Electric 100 KVA

hour

6.000 input

#VALUE!

hour

6.000 input

#VALUE!

Paver with electronic sensor @ 75 cum/hr. Vibratory roller 8-10 t capacity

hour

6.000 input

#VALUE!

hour

8.000 input

#VALUE!

hour

8.000 input

#VALUE!

tonne.k m

990xL input

#VALUE!

Machinery

Water tanker with 5 km lead 6 KL capacity Tipper

Cost of water

cum 405.000

cum 203.000 input

068 P&M080 P&M034 P&M059 P&M-

060 Lead =input km & P&M#VALUE! 058

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.3. Sand as per IS: 383 and conforming to clause 602.2.3 @ 0.45 cum/cum of concrete Cement @ 200 kg/cum of concrete

P&M017 P&M-

0.00

0.00

M-052 and M054 #VALUE! M-004

tonne

90.000 input

#VALUE! M-081

KL

48.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 450cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/450

#VALUE! say #VALUE!

Note

6.4 New

6.5 Suggesti ve

The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per mix design. Transition Section between Rigid and Flexible Pavement Due to change in the properties of materials and type of construction, a gradual changeover from rigid pavement to flexible pavement is desirable to avoid any damage at the butting joint. After provision of an expansion joint in the cement concrete slab, the thickness of slab should be tapered to 10 cm over a length of 3 m towards the flexible pavement. The deficiency of thickness caused due to tapering of the slab The quantities of items should be worked out based on the approved design and drawings and priced as per rates given under respective clauses for cement concrete and asphaltic work. Construction of Base/Sub-Base of Pavement with Lean Concrete - Flyash. Construction of Base/sub-base using cement, sand, fly ash and coarse aggregates proportioned as per table 4 of IRC: 74/1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 7.6.3 of IRC: 74-1979, construction joints properly formed at the end of day's work, cured for Unit = cum Taking output = 450 cum (990 tonne) a)

b)

Labour Mate

day

1.120 input

#VALUE!

L-12

Mazdoor skilled

day

6.000 input

#VALUE!

L-15

Mazdoor

day

22.000 input

#VALUE!

L-13

Machinery Page 3 of 346

Ref. to Sr No MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! P&M017 #VALUE! P&M-

Front end loader 1 cum bucket capacity

hour

6.000 input

Cement concrete batch mix plant @ 75 cum pergenerator hour Electric 100 KVA

hour

6.000 input

hour

6.000 input

#VALUE!

Paver finisher with electronic sensor

hour

6.000 input

#VALUE!

Vibratory roller 8-10 t capacity

hour

8.000 input

#VALUE!

hour

8.000 input

#VALUE!

tonne.k m

990 x L input

#VALUE!

Water tanker6 KL capacity Tipper 10 T Capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material Crushed stone coarse aggregate of 40 mm nominal size @ 0.90 cum/cum of concrete conforming to table 2 of IRC: 74-1979. Coarse Sand as per IS: 383 - 1970 Cement @ 150 kg/cum of concrete Fly ash conforming to IS: 3812 ( Part II )

068 P&M080 P&M034 P&M059 P&M-

060 Lead =input km & P&M#VALUE! 058

cum 405.000 input

#VALUE! M-055

cum 110.960 input

#VALUE! M-004

tonne

67.500 input

#VALUE! M-081

cum

91.540 input

#VALUE! M-011

( Total fine aggregates = 450 x 0.45 = 202.50 cum To be divided in ratio of 2 sand : 1.65 flyash. Refer table 4 of IRC: 741979). d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Cost for 450cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/450

#VALUE! say #VALUE!

Note

6.6 Suggesti ve

1.Depending upon approved designs, crushed stone aggregates of nominal size 20mm can also be used as per gradation given table 2 of IRC:gravities 74-1979.of fly ash 2.The in ratio of specific and sand has been assumed to be 0.827. 3.The quantities of materials given in the analyses are for estimating purposes. Actual quantities shall be as per job mix formula. 4.Construction procedure as laid down in clause, of IRC: 74-1979 shall be followed. Cement - Flyash Concrete Pavement. Construction reinforced-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15 per cent and sand by 10 per cent, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, Unit = cum sealant primer, joint sealant, Taking output tonne) a) Labour

b)

=

1050

cum

(2415

Mate

day

2.000 input

#VALUE!

L-12

Mazdoor skilled

day

15.000 input

#VALUE!

L-15

Mazdoor

day

35.000 input

#VALUE!

L-13 P&M031 P&M-

Machinery Road Sweeper @ 1250 sqm per hour

hour

2.800 input

#VALUE!

Front end loader 1 cum bucket capacity

hour

18.000 input

#VALUE!

Cement concrete batch mix plant @ 175 cum per hour (effective output)

hour

6.000 input

#VALUE!

Page 4 of 346

017 P&M067

Ref. to Sr No MoRTH Spec.

Description

Quantity

Rate Rs

hour

Slip form paver with electronic sensor

hour

6.000 input

Water tanker6 KL capacity

hour

36.000 input

#VALUE!

tonne.k m

2415xL input

#VALUE!

hour

12.000 input

#VALUE!

hour

12.000 input

#VALUE!

Add 10 per cent of cost of carriage to cover cost of loading and unloading Concrete joint cutting machine . Texturing machine .

6.000 input

Remark Cost Rs s/ Input ref. #VALUE! P&M081 #VALUE! P&M-

Electric generator 250 KVA

Transit truck agitator 5 cum capacity.

c)

Unit

006 P&M060 P&M-

050 Lead= #VALUE! input km P&M083 P&M088

Material Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. Sand as per IS: 383. and conforming to clause 602.2.4 Cement 43 grade

cum 945.000

0.00

0.00

cum 425.000 input

M-052 and M054 #VALUE! M-004

tonne 357.000 input

#VALUE! M-081

Fly ash conforming to IS: 3812-1966 (Part-I) 32 mm mild steel dowel bars of grade S 240mm deformed steel tie bars of grade 16

tonne 109.000 input

#VALUE! M-011

tonne

9.450 input

#VALUE! M-126

tonne

1.170 input

#VALUE! M-082

S 415 Separation Membrane of impermeable plastic sheeting 125 micron thick Pre moulded Joint filler, 25 mm thick for expansion joint. Joint sealant

sqm 3675.000 input

#VALUE! M-164

sqm

16.330 input

#VALUE! M-141

kg 875.000 input

#VALUE! M-120

kg 116.670 input

#VALUE! M-097

Sealant primer Plastic sheath,1.25 mm thick for dowel bars Curing compound Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per cent by weight cement Cost of of water

sqm

46.670 input

#VALUE! M-138

liter 1850.000 input

#VALUE! M-090

kg 2070.000 input

#VALUE! M-180

KL 216.000 input

#VALUE! M-189

Add 1 per cent of material for cost of miscellaneous materials like tarpauline, Hessian cloth, metal cap, cotton / compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scabbling machine, threads, ropes, d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 1050cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/1050

#VALUE! #VALUE! #VALUE! say #VALUE!

Note 1.The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per 68-1976 mix design. 2.IRC: may be referred for guidelines on the design of cement-fly ash concrete for rigid pavement construction. *Calculation of cement, sand and fly ash. Cement @ 400 kg/cum = 1050 x 400 = 420 tonnes. 15 per cent of cement to be replaced by fly ash = 63 tonnes. Balance cement = 357 tonnes. Quantity of fly ash = 63 x specific gravity fly ash of = Sand @of 0.45 cum/specific / cum of gravity concrete 1050 x 0.45 = 472.50 x 1.6 = 756 tonnes.10 per cent to be replaced by flyash. Balance sand = 756 x 0.9 = 680.4 tonnes = 680.4 / 1.6 = 425 cum. Quantity of flyash = (756-680.4) x specific gravity of fly ash/specific gravity of sand = 76.4 x 2.25 / 2.687 = Fly ash Total fly ash = 45 + 64 = 109 tonnes.

Page 5 of 346

Ref. to Sr No MoRT H 7.1 Spec. 702

CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH Description

Unit

Sub-Surface Drain with Geotextiles Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including Unit = Running metre Taking output = one metre a) Labour Mate Mazdoor skilled Mazdoor b) Material Geonets, geomembrane and geotextile to make planar geocomposite stable network for sub surface drain including wrapping of joints with 160 mm over lapping with geotextile . Geonets Geomembrane Geotextile Add 2 per cent cost of material for miscellaneous items like synthetic cord c) Overhead charges @ input on d) Contractor's profit @ input on Rate per metre = a+b+c+d

7.2

7.3

Note Surplus excavated material to be used at site. Hence seprate cost for disposal not added. 702.4 Narrow Filter Sub-Surface Drain Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling Unit = Running metre length Taking output = one metre a) Labour Mate Mazdoor skilled Mazdoor b) Material Perforated geosynthetic pipe 150 mm Geotextile filter fabric Add 2 per cent cost of material for miscellaneous item like synthetic cord c) Overhead charges @ input on d) Contractor's profit @ input on Rate per metre = a+b+c+d

703

Note Surplus excavated material to be used at site. Hence Separate cost for disposal not added. Laying Paving Fabric Beneath a Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface Unit = sqm Taking output = 2800 sqm a) Labour Page 1 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day day

0.040 input 0.250 input 0.500 input

#VALUE! #VALUE! #VALUE!

L-12 L-15 L-13

sqm sqm sqm

1.000 input 1.000 input 2.000 input

#VALUE! M-107 #VALUE! M-106 #VALUE! M-108 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day day

0.040 input 0.250 input 0.500 input

#VALUE! #VALUE! #VALUE!

metre sqm

1.000 input 1.250 input

#VALUE! M-134 #VALUE! M-109 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-15 L-13

Ref. to Sr No MoRT H Spec.

7.4

Description

Unit

Mate Mazdoor b) Machinery Road sweeper 1250 sqm per hour Pneumatic roller 14 tonnes 2000 sqm Bitumen pressure distributor 1750 sqm c) Material Paving Fabric Paving Bitumen 80-100 c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 2800 sqm = a+b+c+d+e Rate per sqm =(a+b+c+d+e)/2800

704

Quantity

Rate Rs

day day

0.800 input 20.000 input

hour hour hour

2.240 input 1.400 input 1.680 input

sqm 2940.000 input tonne 2.800 input

Remark Cost Rs s/ Input ref. #VALUE! L-12 #VALUE! L-13 #VALUE! #VALUE! #VALUE!

#VALUE! M-133 #VALUE! M-075 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Laying Boulder Apron in Crates of Synthetic Geogrids Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess case of sloping ground and laid Unit = in cum Taking output = 3.00 cum a) Labour

b)

Mate

day

0.060 input

#VALUE!

L-12

Mazdoor skilled

day

0.500 input

#VALUE!

L-15

Mazdoor

day

1.500 input

#VALUE!

L-13

Geo grids

sqm

21.000 input

#VALUE! M-105

Connectors/ Staples

each

50.000 input

#VALUE! M-085

metre

20.000 input

#VALUE! M-140

Stones with minimum size of 200 mm

cum

3.450 input

#VALUE! M-003

Stones spall for filling voids

cum

0.450 input

#VALUE! M-008

Material

Polymer braids

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 3 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/ 3

#VALUE! #VALUE! say #VALUE!

7.5

3100

Reinforced Earth Structures Reinforced earth Structures have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earth fill with granular material which is to be retained by the wall. Each component is analysed separately Average as under: considering height of wall = 8 m.

7.5

3102

P&MP&MP&M-

(i) A

Assembling, joining and laying of reinforcing elements. With reinforcing element of steel / Aluminium strips / polymeric strips. Unit = Running Metre Page 2 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking Output = 450 m a)

b)

Labour Mate

day

0.360 input

#VALUE!

L-12

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

3.000 input

#VALUE!

L-15

metre

450*1.1 input

#VALUE! M-154

metre

450*1.1 input

#VALUE! M-153

metre

450*1.1 input

#VALUE! M-157

metre

450*1.1 input

#VALUE! M-156

metre

450*1.1 input

#VALUE! M-155

Material

@ Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. 1.Galvanised carbon steel strips or 2.Copper Strips or 3.Aluminium Strips or 4.Stainless steel strips or 5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips @ Any one of the above alternative may be adopted as per approved design. Add 10 per cent of the cost of reinforcing strip towards accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps, heat bonding extension. Type 1 1.Galvanised carbon or steel strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost of 450 m = a+b+c+d

#VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! #VALUE! say #VALUE!

Type 2 2.Copper Strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost of 450 m = a+b+c+d

#VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! #VALUE! say #VALUE!

Type 3 3.Aluminium Strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost of 450 m = a+b+c+d

#VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! #VALUE! say #VALUE!

Type 4 4.Stainless steel strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost of 450 m = a+b+c+d

#VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! #VALUE! say #VALUE!

Type 5 5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost of 450 m = a+b+c+d

#VALUE! #VALUE! #VALUE!

Rate per metre =(a+b+c+d)/450

#VALUE! say #VALUE!

7.5(i)

B

With reinforcing elements of synthetic geogrids Unit = sqm Taking output = 300 sqm a)

Labour Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-12

Mate

day

0.360 input

Mazdoor

day

6.000 input

#VALUE!

L-13

Mazdoor skilled

day

3.000 input

#VALUE!

L-15

Material

Synthetic Geogrids as per clause 3102.8 and approved design and specifications. Add 10 per cent of the cost of reinforcing elements (synthetic geogrids) for accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia overlaps and other protective c) pannels, Overhead charges @ input on (a+b) d) Contractor's profit @ input on

sqm 300.000 input

#VALUE! M-181 #VALUE!

#VALUE! #VALUE!

(a+b+c) Cost of 300 sqm of Synthetic geogrids = a+b+c+d Rate per sqm = (a+b+c+d)/ 300

#VALUE! #VALUE! say #VALUE!

7.5

3104

(ii)

Facing elements of RCC Unit = sqm Taking output = 75 sqm a)

Labour Mate

day

0.180 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

Mazdoor skilled

day

1.500 input

#VALUE!

L-15

Light crane with lifting capacity upto 3 c) tonne Material

hour

6.000 input

#VALUE!

P&M013

Pre-cast RCC M-35 facing elements of size as per design and 18 cm thick for 75 sqm. (Refer Item 12.8 (H)) HYSD steel @ 5 kg / sqm (Refer Item Add 12.6) 2 per cent of cost of facia pannels, for

cu.m

13.500

#VALUE! #VALUE!

Item 12.8 (H)

tonnes

0.380

#VALUE! #VALUE!

Item 13.6

b)

Machinery

all necessary temporary form work, scaffolding and provision of loops/lugs for lifting of pannels and joining the reinforcing elements. d) Overhead charges @ input on (a+b) e) Contractor's profit @ input on (a+b+d) Cost for 75 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/ 75

#VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note 1.The specification and construction details to be adopted shall be as per section 3100 of MoRTH Specification. 2.Drainage arrangement shall be made as per approved design and drawings. 3.The quantity of filler media shall be calculated as per approved design and specifications and shall be priced separately.The rate for same to be adopted from chapter for 15. foundation including 4.Excavation

,

foundation concrete and groove in the foundation for seating of bottom most facia panel and capping beam to be calculated as per design and priced separately. The rates for excavation and foundation concrete shall be taken from the chapter 12 & 13 in 5.The earth fill to be retained is not included in this analysis. The same is to be worked out and provided separately complete as per clause 305. 6.For compaction of Earthwork, attention is invited to clause 3105.5 of MoRTH 7.Length of reinforcing strips will vary with Specification. the height of wall and will be as per approved design and drawings. 8.The type of reinforcing elements to be adopted shall be as per approved design and specifications.

Page 4 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

9.The market rate for supply of reinforcing elements and their accessories are to be ascertained from reputed firms in the field of earthearth reinforcement. 10.The fill material shall be clean, free draining, granular with high friction and low cohesion, non-corrosive, coarse grained with not 10 per cent of particles passing 75 micron sieve, free of any deleterious matter, chlorides, salts, acids, alkalies, mineral oil, fungus and microbes and shall 11.Capping beam is to be priced separately as per approved design. The rate for cement concrete shall be taken from the chaptercost of sub-structure bridge section. 12.The of reinforcedinearth retaining wall shall include following: (I) Excavation for foundation including backfilling. (ii) Foundation concrete as per approved design. (iii) Cost of facial pannels and their erection (iv) Cost .of reinforcing elements including their fixing and joining with the facial pannels. (v) Drainage arrangement including filter media as per approved design and drawings. 13. The compacted earth filling to be retained shall form part of embankment.

Page 5 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

Ref. to Sr No MoRT H 8.1 Spec. 408

Description

A.

B

8.2

408

Unit

Cast in Situ Cement Concrete M20 Kerb top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause Unit = Running metre Taking output = 360 metre Using Concrete Mixer Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base= 11.61 cum Total Concrete = 24.21 cu.m a) Labour Mate Mason Mazdoor b) Machinery Kerb casting machine @ 60 metres/hour Concrete mixer 0.48/0.28 cum capacity Water tanker6 KL capacity c) Material Crushed stone aggregate 20 mm nominal size 59 per cent Coarse sand 30 per cent Cement 11 per cent Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360 Using Concrete Batching and Mixing Plant Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base = 11.61 cum Total Concrete = 24.21 cu.m a) Labour Mate Mason Mazdoor b) Machinery Kerb casting machine @ 60 metres/hour Concrete batching and mixing plant @ 15 cum/hr. Water tanker6 KL capacity Tipper 5.5 cum capacity c) Material Crushed stone aggregate 20 mm nominal size 59 per cent Coarse sand 30 per cent Cement 11 per cent Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360 Cast in Situ Cement Concrete M 20 Kerb with Channel channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause Page 1 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

day day day

0.720 input 2.000 input 16.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-11 L-13

hour hour hour

6.000 input 12.000 input 5.000 input

#VALUE! #VALUE! #VALUE!

P&MP&MP&M-

cum

21.790

cum tonne KL

input

#VALUE! M-053

10.900 input 5.700 input 30.000 input

#VALUE! M-005 #VALUE! M-081 #VALUE! M-189 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day day

0.120 input 1.000 input 2.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-11 L-13

hour hour hour hour

6.000 1.600 5.000 6.000

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

P&MP&MP&MP&M-

cum

21.790

input

#VALUE! M-053

10.900 input 5.700 input 30.000 input

#VALUE! M-004 #VALUE! M-081 #VALUE! M-189 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

cum tonne KL

Ref. to Sr No MoRT H Spec.

Description A

Unit

Quantity

Rate Rs

Using Concrete Mixer Unit = Running metre Taking output = 300 metre length Cement Concrete Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)

b)

c)

Labour Mate

day

0.720 input

#VALUE!

L-12

Mason

day

#VALUE!

L-11

Mazdoor

day

2.000 input 16.000 input

#VALUE!

L-13

Machinery Kerb casting machine @ 50 metres/hour for laying kerb and channel Concrete mixer 0.48/0.28

hour

input

#VALUE!

hour

16.000 input 6.000 input

#VALUE!

Water tanker6 KL capacity

P&M029 P&M009 P&M-

Material Crushed stone aggregate 20 mm nominal size 60 per cent Coarse sand 30 per cent

cum

36.590

input

#VALUE! M-053

cum

18.300 input 9.010 input

#VALUE! M-005

tonne KL

36.000 input

#VALUE! M-189

Cement 10 per cent Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

hour

6.000

060

#VALUE! M-081

#VALUE! #VALUE!

Rate per metre = (a+b+c+d+e)/300 B

#VALUE!

#VALUE!

(a+b+c+d) Cost for 360 meter = a+b+c+d+e

8.2

Remark Cost Rs s/ Input ref.

#VALUE! say #VALUE!

Using Concrete Batching and Mixing Plant Unit = Running metre Taking output = 300 metre length Cement Concrete Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)

b)

c)

Labour Mate

day

L-12

day

0.120 input 1.000 input

#VALUE!

Mason

#VALUE!

L-11

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000

input

#VALUE!

hour

2.700 input 6.000 input

#VALUE!

hour

P&M029 P&M003 P&M-

Tipper of 5.5 cum capacity

hour

6.000 input

#VALUE!

Material Crushed stone aggregate 20 mm nominal size 60 per cent Coarse sand 30 per cent

cum

36.590

input

#VALUE! M-053

cum

18.300 input 9.010 input

#VALUE! M-004

tonne KL

36.000 input

#VALUE! M-189

Machinery Kerb casting machine @ 50 metres/hour for laying kerb and channel Concrete batching and mixing plant @ 15 cum/hr. Water tanker6 KL capacity

Cement 10 per cent Cost of water d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 300 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/300 8.3

801

Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade Page 2 of 346

#VALUE!

060 P&M048

#VALUE! M-081 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description (i)

Unit

Labour Painter

day

0.120 input 2.000 input

Mazdoor

day

1.000 input

#VALUE!

Litre

0.700 input

#VALUE! M-131

b)

day

(a+b+c) Cost for 1600 cm = a+b+c+d Rate per cm height per (a+b+c+ d)/1600

L-12

#VALUE!

L-18 L-13

letter

#VALUE! #VALUE! #VALUE!

=

#VALUE! say #VALUE!

English and Roman Hyphens and the like not to be measured and paid Detail forfor100 letters of 16 cm height. i.e.1600 cm Unit = per cm height per letter a)

Labour Mate

day

L-12

day

0.070 input 1.250 input

#VALUE!

Painter Ist class

#VALUE!

L-18

Mazdoor

day

0.500 input

#VALUE!

L-13

Litre

0.500 input

#VALUE! M-131

b)

Material

Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 1600 cm = a+b+c+d Rate per cm height per letter = (a+b+c +d)/1600 801

#VALUE!

Material

Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

8.4

Remark Cost Rs s/ Input ref.

be measured and paid for Half letter shall be counted halfletters ) Details foras 100 of 16 cm height i.e. 1600 cm Unit = per cm height per letter Mate

(ii)

Rate Rs

Hindi ( Matras commas and the like not to

a)

8.3

Quantity

#VALUE! #VALUE! say #VALUE!

Retro-Reflectorised Traffic Signs cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below Unit = Each Taking output = one traffic sign i)

Excavation for foundation

0.216

cum

0.120

sqm

0.430

Mate

day

Mazdoor

day

0.010 input 0.250 input

ii) Cement concrete M15 grade iii) Painting angle iron post two coats a) Labour (For fixing at site)

b)

(i)

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 8.9

cum

#VALUE!

L-12

#VALUE!

L-13

Material 19.000

#VALUE! #VALUE! M-179 / 1000

Mild steel angle iron 75 x 75 x 6 mm

kg

Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable Add 2 per cent of cost of angle iron towards cost of drilling holes, nuts, bolts etc. 90 cm equilateral triangle

sqm

0.350 input

#VALUE! M-061

sqm

0.156 input

#VALUE! M-061

or ( ii )

60 cm equilateral triangle Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

or ( iii )

60 cm circular

sqm

0.283 input

#VALUE! M-061

sqm

0.480 input

#VALUE! M-061

sqm

0.270 input

#VALUE! M-061

sqm

0.360 input

#VALUE! M-061

sqm

0.672 input

#VALUE! M-061

hour

0.010 input

#VALUE!

or ( iv )

80 mm x 60 mm rectangular or

(v)

60 cm x 45 cm rectangular or

(vi )

60 cm x 60 cm square or

( vii )

90 cm high octagon c)

Machinery Tractor-trolley

(i)

90 cm equilateral triangle d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

(a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE!

(a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE! #VALUE! say #VALUE!

( iv ) 80 mm x 60 mm rectangular d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE! #VALUE! say #VALUE!

( v ) 60 cm x 45 cm rectangular d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE! #VALUE! say #VALUE!

(vi ) 60 cm x 60 cm square d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

#VALUE! #VALUE! #VALUE! say #VALUE!

( vii ) 90 cm high octagon d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

801

#VALUE!

say #VALUE!

( iii ) 60 cm circular d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

8.5

#VALUE! #VALUE! say #VALUE!

( ii ) 60 cm equilateral triangle d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Note

#VALUE!

1.Any one area of aluminium sheeting given at (i) to (vii) may be adopted as per site requirement and in accordance with IRC : 67 2.Rate for excavation, cement concrete M15 and painting may be taken from respective chapters 3. The depth of foundation and quantity of cement concrete in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards. Direction and Place Identification Signs upto 0.9 sqm Size Board. Page 4 of 346

#VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

i) Excavation for foundation

cum

0.216

ii) Cement concrete M15 grade iii) Painting angle iron post two coats a) Labour (For fixing at site)

cum

0.120

sqm

0.430

Mate

day

Mazdoor

day

0.010 input 0.200 input

Remark Cost Rs s/ Input ref.

identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved Unit = sqm Taking output = 0.9 sqm

Material Mild steel angle iron 75 mm x 75 mm x 6 mm,2.85 metres long Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size 0.9 sqm Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc. c) Machinery

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 8.9 #VALUE!

L-12

#VALUE!

L-13

b)

Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

kg

19.000

#VALUE! #VALUE! M-179 / 1000 input #VALUE! M-061

sqm

0.900

hour

0.020 input

#VALUE!

801

P&M053

#VALUE!

(a+b+c+d) Cost for 0.9 sqm =I+ii+ii+ a+b+c+d+e Rate per sqm (for sign having area upto 0.9 sqm) = (I+ii+iii+a+b+c+d+e)/0.90

8.6

#VALUE!

#VALUE! #VALUE! say #VALUE!

I) Lettering and arrow marks on sign board to be provided separately as per actual Note requirement. Rates for these items have been analysed separately ii) Rate for excavation, cement concrete M15 and painting may be taken from respective chapters Direction and Place Identification Signs with size more than 0.9 sqm size Board. identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per Unit = sqm Taking output = 1.50 sqm i)

Excavation for foundation

ii) Cement concrete M15 grade iii) Painting angle iron post 2 coats a) Labour (For fixing at site) Mate Mazdoor b)

0.430

cum

0.240

sqm

0.860

day

0.010 input 0.300 input

day

Material Mild steel angle iron 75 mm x 75 mm x 6 mm, 2.85 metres long, 2 nos Aluminium sheeting fixed with encapsulated lens type reflective sheeting Page 5 of 346

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 8.9

cum

kg sqm

38.000 1.500

#VALUE!

L-12

#VALUE!

L-13

#VALUE! #VALUE! M-179 / 1000 input #VALUE! M-061

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc. c) Machinery Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

hour

0.020 input

802

#VALUE! #VALUE!

P&M053

#VALUE!

(a+b+c+d) Cost for 1.5 sqm =I+ii+ii+ a+b+c+d+e Rate per sqm ( for sign having area more than 0.9 sqm) = ( i+ii+iii+a+b+c+d+e)/1.50

8.7

Remark Cost Rs s/ Input ref.

#VALUE! #VALUE! say #VALUE!

i) Lettering and arrow marks on sign board to be provided separately as per actual Note requirement. Rates for these items have been analysed separately ii) Rate for excavation, cement concrete M15 and painting may be taken from respective chapters Overhead Signs a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design A Truss and Vertical Support Unit = tonne Taking output = 1 tonne a)

Labour Mate

Blacksmith Mazdoor including for handling & fixing at site. b) Material Aluminium alloy/galvanised steel including 5 per cent wastage Add 1 per cent on cost of material for nuts, bolts and drilling and welding consumables Add 15 per cent on cost of material for fabrication of trusses as per approved design c) Machinery Crane 3 tonne capacity

day

0.240 input

#VALUE!

L-12

day

2.000 input 4.000 input

#VALUE!

L-02

#VALUE!

L-13

day tonne

input

#VALUE!

hour

3.000 input 0.500 input

B

#VALUE! #VALUE!

P&M013 P&M-

#VALUE!

057

#VALUE!

(a+b+c+d) Rate per tonne = (a+b+c+d+e) 8.7

#VALUE! M-060 #VALUE!

hour

Truck d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

1.050

#VALUE! say #VALUE!

Aluminium Alloy Plate for Over Head Sign Unit = sqm Taking output = 1 sqm a)

Labour #VALUE!

L-12

day

0.020 input 0.100 input

#VALUE!

L-02

day

0.150 input

#VALUE!

L-13

sqm

1.000

Mate

day

Blacksmith Mazdoor b)

Material Aluminium alloy plate,2 mm thick, fixed with high intensity grade sheeting vide clause 801.3 Miscellaneous Add 1 per cent of cost of labour for lifting arrangement, like ladders, pulleys, ropes etc c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per sqm = (a+b+c+d)

Page 6 of 346

input

#VALUE! M-059

#VALUE! #VALUE! #VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

say #VALUE!

1. The cost of excavation and foundation concrete for fixing of vertical support Note system to be worked out separately as per the approved drawing/design and to be included in the 2. Lettering andestimate. arrow marks on sign board

8.8

803

Remark Cost Rs s/ Input ref.

to be provided separately as per actual requirement. Rates for these items have been included in New this chapter. Painting Twoseparately Coats on Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Unit = sqm Taking output = 40 sqm a)

Labour Mate

#VALUE!

L-12

day

0.120 input 2.000 input

#VALUE!

L-18

day

1.000 input

#VALUE!

L-13

Litre

6.000 input

#VALUE! M-132

day

Painter Mazdoor b)

Material Paint conforming to requirement of clause 803.3. Add for scaffolding @ 1 per cent of labour cost where required Add @ 5 per cent cost of labour and materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 of painting. c) coats Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

#VALUE! #VALUE!

(a+b+c) Cost for 40 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/40 8.9

803

#VALUE! say #VALUE!

Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

L-12

day

0.030 input 0.450 input

#VALUE!

Painter

#VALUE!

L-18

Mazdoor

day

0.250 input

#VALUE!

L-13

Litre

1.250 input

#VALUE! M-131

Material Paint ready mixed approved brand. Add @ 1 per cent on cost of material for Addscaffolding @ 5 per cent cost of labour and

#VALUE! #VALUE!

materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 of painting. c) coats Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 10 sqm = a+b+c+d

#VALUE!

Rate per sqm= (a+b+c+d)/10 8.10

803

#VALUE! say #VALUE!

Painting on Wood Surfaces Providing and applying two coats of ready mix paint of approved brand on wood surface after thorough cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a)

Labour Mate

day

Page 7 of 346

0.030 input

#VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Quantity

Rate Rs

Painter

day

Mazdoor

day

0.500 input 0.200 input

Litre

1.500 input

#VALUE!

L-13

Material Paint ready mixed of approved brand. Add @ 1 per cent on cost of material for Addscaffolding @ 5 per cent cost of labour and

#VALUE! M-131 #VALUE! #VALUE!

materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 of painting. c) coats Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 10 sqm = a+b+c+d

#VALUE!

Rate per sqm = (a+b+c+d)/10 8.11

Remark Cost Rs s/ Input ref. #VALUE! L-18

#VALUE! say #VALUE!

Painting Lines, Dashes, Arrows etc on Roads Two dashes, Coats on New etc Work Paintinginlines, arrows on roads

803

(i)

in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

L-12

day

0.090 input 0.550 input

#VALUE!

Painter

#VALUE!

L-18

Mazdoor

day

1.550 input

#VALUE!

L-13

Litre

1.480 input

#VALUE! M-132

Material

Road marking Paint as per IS :164 c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 10 sqm = a+b+c+d

#VALUE! #VALUE! #VALUE!

Rate per sqm= (a+b+c+d)/10 8.11

(ii)

#VALUE! say #VALUE!

Up to 10 cm in width Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

L-12

day

0.070 input 0.350 input

#VALUE!

Painter

#VALUE!

L-18

Mazdoor

day

1.350 input

#VALUE!

L-13

Litre

1.480 input

#VALUE! M-132

Material

Road marking paint c) Overhead charges @ input on (a+b) Contractor's profit @ input on d) (a+b+c) Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 8.12

Painting Lines, Dashes, Arrows etc on Roads inlines, Two dashes, Coats on Old Work Painting arrows etc on roads

803

(i)

in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width Unit = sqm Taking output = 10 sqm a)

Labour Page 8 of 346

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Quantity

Rate Rs

Mate

day

Painter Ist class

day

0.060 input 0.300 input

#VALUE!

L-18

Mazdoor

day

1.250 input

#VALUE!

L-13

Litre

0.900 input

#VALUE! M-132

Material

Road marking paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 10 sqm = a+b+c+d

#VALUE! #VALUE! #VALUE!

Rate per sqm = (a+b+c+d)/10 8.12

(ii)

Remark Cost Rs s/ Input ref. #VALUE! L-12

#VALUE! say #VALUE!

Up to 10 cm in width Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

L-12

day

0.070 input 0.350 input

#VALUE!

Painter Ist class

#VALUE!

L-18

Mazdoor

day

1.350 input

#VALUE!

L-13

Litre

0.900 input

#VALUE! M-132

Material

Road marking Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 10 sqm= a+b+c+d

#VALUE! #VALUE! #VALUE!

Rate per sqm = (a+b+c+d)/10

8.13

803

#VALUE! say #VALUE!

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Unit = sqm Taking output = 600 sqm a)

b)

c)

Labour Mate

day

Mazdoor

day

Machinery Road marking machine @ 60 sqm per hour Tractor-trolley

hour

Reflectorising glass beads d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 600 sqm = a+b+c+d+e Rate per sqm = a+b+c+d+e)/600

804

#VALUE!

L-12

#VALUE!

L-13

10.000 input 0.500 input

#VALUE!

P&M043 P&M-

#VALUE!

053

Material Hot applied thermoplastic compound

8.14

hour

0.030 input 0.750 input

1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or Note curing compound to be removed where paint is required to be applied on concrete surface. 2.Cost of painter is already included in hire charges of road marking machine. Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) 5th kilometre stone (precast) Page 9 of 346

Litre kg

1500.000 input 150.000 input

#VALUE! M-118 #VALUE! M-152 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

cum

2.350

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = Nos. Taking output = 6 Nos. a)

M-15 grade of concrete

b) Steel reinforcement @ 5 kg kg 22.080 per sqm c) Excavation in soil for cum 1.680 foundation d) Painting two coats on sqm 9.850 concrete surface per cm e) Lettering on km post (average per 1800.000 30 letters of 10 cm height each) letter Transportation and fixing f)

#VALUE! #VALUE!

Item 12.8 (A) #VALUE! #VALUE! Item 13.6 / 1000 #VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 8.8 #VALUE! #VALUE! Item 8.3

Labour Mate Mason Mazdoor including loading/unloading

g)

#VALUE!

L-12

day

0.260 input 0.600 input

#VALUE!

L-11

day

6.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M053

day

Machinery

Tractor-trolley h) Overhead charges @ input on (f+g) i) Contractor's profit @ input on

#VALUE! #VALUE!

(f+g+h) Cost for 6 Nos. 5th km stone = a+b+c+ d+e +f+g+h +i Rate for each 5th km stone = (a+b+c+ d+e +f+g+h +i ) /6

#VALUE! #VALUE! say #VALUE!

8.14

(ii)

Ordinary kilometer stone (precast) Unit = Nos. Taking output = 14 Nos. a)

M-15 grade of concrete

b) Steel reinforcement @ 5 kg per sqm c) Excavation in soil for foundation d) Painting two coats on concrete surface e) Lettering on km post ( average 12 letters of 10 cm height each) Transportation and fixing f)

cum kg cum

3.770 26.320 2.770

sqm 11.410 per cm per 1680.000 letter

#VALUE! #VALUE!

Item 12.8 (A) #VALUE! #VALUE! Item 13.6 / 1000 #VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 8.8 #VALUE! #VALUE! Item 8.3

Labour Mate

day

L-12

day

0.320 input 1.000 input

#VALUE!

Mason

#VALUE!

L-11

Mazdoor

day

7.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M053

g)

Machinery

Tractor-trolley h) Overhead charges @ input on (f+g) i) Contractor's profit @ input on

#VALUE! #VALUE!

(f+g+h) Cost for 14 Nos. ordinary km stone = (a+b+ c +d+e+f+g+h+i) Rate for each ordinary km stone = (a+b+ c +d+e+f+g+h+j) /14

#VALUE! #VALUE! say #VALUE!

8.14

(iii)

Hectometer stone (precast) Unit = Nos. Taking output = 33 Nos. a)

M-15 grade of concrete

cum

b) Steel reinforcement @ 5 kg kg per sqm c) Excavation in soil for cum foundation d) Painting two coats on sqm concrete surface per cm e) Lettering on km post (average per 1 letter of 10 cm height each) letter Page 10 of 346

1.580 66.000 1.390 6.270 330.000

#VALUE! #VALUE!

Item 12.8 (A) #VALUE! #VALUE! Item 13.6 / 1000 #VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 8.8 #VALUE! #VALUE! Item 8.3

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Transportation and fixing f)

Labour Mate

day

L-12

day

0.340 input 1.500 input

#VALUE!

Mason

#VALUE!

L-11

Mazdoor

day

7.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M053

g)

Machinery

Tractor-trolley h) Overhead charges @ input on (f+g) i) Contractor's profit @ input on

#VALUE! #VALUE!

(f+g+h) Cost for 33 Nos. Hectometer stone = (a+b +c +d+e+f+ g+h+i) Rate for each Hectometer stone = (a+b +c +d+e+f+ g+h+i) 33

#VALUE! #VALUE! say #VALUE!

The rate for excavation, cement concrete, Note steel reinforcement, painting and lettering may be taken from respective chapters. 8.15

805

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. Unit = Each Taking output= 30 Nos. a)

Labour Mate

day

Mazdoor for fixing

day

Material Cost of approved type of delineators from ISI certified firm as per the - 79 Add standard 10 perdrawing cent given cost in of IRC material for installation c) Overhead charges @ input on

0.040 input 1.000 input

#VALUE!

L-12

#VALUE!

L-13

b)

each

30.000

input

#VALUE! #VALUE!

(a+b) d) Contractor's profit @ input on (a+b+c) Cost for 30 Nos. delineators = (a+b+ c+d)

#VALUE! #VALUE!

Rate per delineators = (a+b+c+d) /30

8.16

806

#VALUE! say #VALUE!

In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, Note the items of excavation and foundation concrete are required to be measured and paid separately. Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting Unit = Each Taking output = 57 Nos. a) M-15 grade of the boundary stone b)

Steel reinforcement

c)

Excavation in soil

d)

Lettering, each 10 cm high

Transportation and fixing e)

#VALUE! M-091

cum kg

1.250 79.800

cum 10.720 per letter 2280.000 per cm high

#VALUE! #VALUE!

Item 12.8 (A) #VALUE! #VALUE! Item 13.6 / 1000 #VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 8.3

Labour Mate

day

Mazdoor

day Page 11 of 346

0.570 input 14.250 input

#VALUE!

L-12

#VALUE!

L-13

Ref. to Sr No MoRT H Spec.

Description f)

Unit

Rate Rs

hour

6.000 input

cum

11.970 input

P&M053

#VALUE! M-008 #VALUE! #VALUE!

(e+f+g+h) Cost for 57 Nos. boundary pillar = (a+b +c+d +e+ f+g+h+i ) Rate for each boundary pillar = (a+b+c+d+e+ f+g+h+i)/57

807

#VALUE!

Material

Stone spall h) Overhead charges @ input on (e+f+g) i) Contractor's profit @ input on

8.17

Remark Cost Rs s/ Input ref.

Machinery Tractor-trolley

g)

Quantity

#VALUE! #VALUE! say #VALUE!

In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, Note the items of excavation and foundation concrete are required to be measured and paid G.I separately. Barbed Wire Fencing 1.2 Metre High barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc Unit = per running metre Taking output = 30 metres a)

Labour Mate

day

L-12

day

0.090 input 0.250 input

#VALUE!

Blacksmith

#VALUE!

L-02

Mazdoor

day

2.000 input

#VALUE!

L-13

b)

Material Barbed wire 335 metres length @ 9.38 kg per 100 metres MS angle iron 40 mm x 40mm x 6 mm, 23 metres in length @ 3.5 kg per metre Add for GI staple binding wire, drilling holes etc. @ 2 per cent of the cost of material c) Painting Applying two coats of painting on exposed surface of angle iron posts as per item no. 8.9) d) ( Rate Overhead charges @ input on (a+b) e) Contractor's profit @ input on (a+b+d) Cost for 30 metres fencing = a+b+c+d+e Rate per metre = (a+b+c+d+e)/30

8.18

807

Cost of excavation for foundation and foundation concrete to be added separately Note in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. 1.8 Metre G.I Barbed Wire Fencing High barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc Unit = per running metre Taking output = 30 metres a)

Labour Page 12 of 346

kg

31.420

kg

80.500

input

#VALUE! M-063

#VALUE! #VALUE! M-179 / 1000 #VALUE!

sqm

2.110

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Mate

day

Blacksmith

day

0.120 input 0.400 input

Mazdoor

day

2.500 input

Material Barbed wire 428 metres length @ 9.38 kg per 100 metres MS angle iron 50 mm x 50 mm x 6 mm,33.8 metres in length @ 4.5 kg per metre Add for GI staple, binding wire, drilling holes etc. @ 2 per cent of the cost of material c) Painting Applying two coats of painting on exposed surface of angle iron posts d) Overhead charges @ input on (a+b) Contractor's profit @ input on e)

Remark Cost Rs s/ Input ref. #VALUE! L-12 #VALUE!

L-02

#VALUE!

L-13

b)

kg

40.150

kg

152.000

input

#VALUE! #VALUE! M-179 / 1000 #VALUE!

sqm

3.960

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE!

(a+b+d) Cost for 30 metres fencing = a+b+c+d+e Rate per metre fencing = (a+b+c +d+e)/30

#VALUE! #VALUE! say #VALUE!

Cost of excavation for foundation and foundation concrete to be added separately Note in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. 8.19 Sugge stive

#VALUE! M-063

Fencing With Welded Steel Wire Fabric 75 mm x 50 mm angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in Unit = Running metre Taking output = 30 m a)

b)

Labour Mate

day

L-12

day

0.120 input 1.000 input

#VALUE!

Welder

#VALUE!

L-02

Mazdoor

day

2.000 input

#VALUE!

L-13

Material i) Angle iron for posts 50 x 50 x 6 mm

ii) Runner flat 50 x 5 mm iii) Welded steel wire fabric 75x50 mm mesh @ 4 kg/sqm,4 x 30 x 1.2 + 5 per cent wastage OR Welded steel wire fabric 75 x 25 mm mesh @ 7.75 kg/sqm, 7.75 x 30 x 1.2 + per per centcent wastage Add 52.5 of cost of material for drilling holes in angles, flats, splitting angle at bottom, nuts and bolts and welded consumables c) Machinery Tractor-trolley d)

kg

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 26.000 1000 input #VALUE! M-191 151.000

kg

293.000

kg kg

106.000

hour

0.100 input

sqm

8.000

#VALUE!

Painting

Painting two coats including priming e) Overhead charges @ input on (a+b+c) f) Contractor's profit @ input on (a+b+c+e) Cost for 30 metre = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/30 i) Adopt any one type of welded steel wire Note fabric 75 x 50 mm or 75 x 25 mm as per approved design.

Page 13 of 346

P&M053

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec. 8.20

808

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

cum

1.296

cum

0.648

sqm

4.710

sqm

2.160

Mate

day

L-12

day

0.010 input 0.250 input

#VALUE!

Mazdoor

#VALUE!

L-13

Plumber

day

0.010 input

#VALUE!

L-02

ii) The item of excavation and cement concrete in foundation shall be measured and paid separately Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x fixing 50 mm Providing, and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings Unit = Running metre Taking output = 10metres i) Excavation for foundation (6 Nos)6 x 0.6 x 0.6 x 0.6 ii) Foundation concrete M-15 grade PCC 6 x 0.6 x 0.6 x 0.3 iii) Painting of pipe iv) Painting of channel section 6 nos,1.8 metres each 0.2 x 1.8 x 6 = 2.16 a) Labour (For fixing at site)

Material Steel pipe 50 mm external dia as per metre IS:1239 Medium weight steel channel (ISMC kg series) 100 mm x 50 mm,10.8 metres @ 9.2holes kg per Add length for drilling @ metre 2 per cent of cost of channels c) Machinery

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! Item 8.9

b)

Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

hour

#VALUE! M-175 30.000 input #VALUE! #VALUE! M-179 / 99.360 1000 #VALUE! 0.040 input

#VALUE!

808

P&M053

#VALUE!

(a+b+c+d) Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e Rate per metre = (i+ii+iii+iv+a+b+c+d+e)/10 8.21

#VALUE!

#VALUE! #VALUE! say #VALUE!

Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing Unit = Running metre Taking output = 10metres i) Excavation for foundation (6 Nos)6 x 0.6 x 0.6 x 0.6 ii) Foundation concrete M - 15 grade PCC 6 x 0.6 x 0.6 x 0.3 iii) RCC M - 20 for pre cast posts 6 nos of 1.8 metres each iv) Painting of pipe a)

b)

1.296

cum

0.648

cum

0.320

sqm

4.710

Mate

day

L-12

day

0.014 input 0.350 input

#VALUE!

Mazdoor

#VALUE!

L-13

Plumber

day

0.010 input

#VALUE!

L-02

Labour

Material Steel pipe 50 mm dia as per IS:1239

c)

#VALUE! #VALUE! Item No. 3.13 #VALUE! #VALUE! Item 12.8 (A) #VALUE! #VALUE! Item 14.1(A) #VALUE! #VALUE! Item 8.9

cum

metre

30.000 input

#VALUE! M-175

Machinery

Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e Rate per metre = (i+ii+iii+iv+a+b+c+d+e)/10 Page 14 of 346

hour

0.250 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

P&M053

Ref. to Sr No MoRT H Spec. 8.22

Description

Unit

Quantity

Rate Rs

say #VALUE!

Reinforced Cement Concrete Crash Barrier crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, Unit = Linear metre

809

Remark Cost Rs s/ Input ref.

Taking output = 10 m (i)

a)

M 20 grade concrete M 20 grade concrete

b)

#VALUE! #VALUE!

Item 14.1(A)

cum

3.000

Mate

day

L-12

day

0.040 input 1.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

0.280 input 0.320 input

#VALUE! M-082

Labour

c)

Material HYSD steel reinforcement including dowel bars Pre-moulded asphalt filler board d) Overhead charges @ input on (b+c) e) Contractor's profit @ input on

tonne sqm

#VALUE! #VALUE!

(b+c+d) Cost for 10 metre = a+b+c+d+e

#VALUE!

Rate per metre = (a+b+c+d+e)/10 Note

8.23

810 A

#VALUE! M-144

#VALUE! say #VALUE!

i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm Unit = Running metre Taking output = 4.5 metre length a)

b)

Labour Mate

day

L-12

day

0.060 input 0.500 input

#VALUE!

Blacksmith

#VALUE!

L-02

Mazdoor

day

1.000 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M053

Machinery Tractor-trolley

c)

Material Corrugated sheet,3 mm thick, "W" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm,1.8 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.33 m long,3 Nos @ 16.4 kg per metre Nuts and bolts Add 25 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) Page 15 of 346

kg kg kg kg

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 88.560 1000 #VALUE! #VALUE! M-179 / 16.240 1000 #VALUE! M-130 20.000 input 41.210

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Cost for 4.5 metre = a+b+c+d+e

#VALUE!

Rate per metre = (a+b+c+d+e)/4.5 8.23

B

Remark Cost Rs s/ Input ref.

#VALUE! say #VALUE!

Type - B, "THRIE" : Metal Beam Crash Barrier beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm Unit = Running metre Taking output = 4.5 metre length a)

Labour Mate Blacksmith Mazdoor

b)

#VALUE!

L-12

day

0.060 input 0.500 input

#VALUE!

L-02

day

1.000 input

#VALUE!

L-13

hour

0.100 input

#VALUE!

P&M053

day

Machinery Tractor-trolley

c)

Material Corrugated sheet,3 mm thick, "Thrie" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm, 2 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.546 m long,3 Nos Nuts and bolts Add 15 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 4.5 metre = a+b+c+d+e Rate per metre= (a+b+c+d+e)/4.5 In the case of median crash barrier, 'W' metal beam or thrie beam section should be provided on both sides of the vertical posts Note fixed in the median. Extra provision for metal beam railing and spacer is required to be made when fixed in the median Road Traffic Signals depending on approved design. electrically 8.24 811 Since it is a ready made item commercially operated produced and erected by specialised firm in the electrical and electronic field, rate may Note be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing. Sugge Flexible Crash Barrier, Wire Rope 8.25 stive Safety Barrier

Page 16 of 346

kg

72.940

kg

98.400

kg kg

input

#VALUE! M-088

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 26.860 1000 #VALUE! M-130 30.000 input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and ratemetre excluding excavation and Unitdrawing, = Running

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 15 metre a)

Labour Mate

day

L-12

day

0.120 input 2.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Blacksmith

day

1.000 input

#VALUE!

L-02

b)

Material i) RS Joist 100 x 75 mm - 16.5 m @ 11.5 kg per metre ii) Struts - 2 Nos. for terminal posts,2 m long each 2 x 2 x 11.50 iii) Tie 2 Nos. of 8 mm steel plate,1.5 sqm each for terminal posts @ 62.80 kg/sqm x 1.5) iv) Steel(2 wire rope 40 mm, including 7.50 per cent extra for fixing at ends 4 x cent 1.075 @ kg per Add 15 5 xper of1 cost ofmmaterial for drilling, gripping, fixing, fabrication and welding consumables c) Painting Applying 2 coats of painting on exposed surface d) Machinery Tractor-trolley e) Overhead charges @ input on (a+b+d) f) Contractor's profit @ input on (a+b+d+e) Cost for 15 m = a+b+c+d+e+f Rate per m = (a+b+c+d+e+f)/15

Note 8.26

Sugge stive A

B

The items of excavations and cement concrete works will be measured and included separately as per the approved designs and drawings. Anti-Glare Devices in Median Plantation Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 Anti-glare screen with 25 mm steel on horticulture. pipe framework fixed with circular and rectangular vans screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved Unit = Running metre Taking output = one metre a)

Labour Page 17 of 346

kg kg kg kg

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 46.000 1000 #VALUE! #VALUE! M-179 / 188.400 1000 input #VALUE! M-177 65.000 190.000

#VALUE! sqm hour

16.500

#VALUE! #VALUE! Item 8.9

0.250 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

b)

Unit

Mate

day

Mazdoor

day

Quantity

Rate Rs

0.004 input 0.100 input

#VALUE!

L-13

Material

i) 25 mm steel pipe ii) MS sheet for 600 x 300 x 3 mm rectangular vane, one number @ 24kg/sqm iii) MS sheet for 250 mm dia circular vane 3 mm thick,4 numbers @ 24 Add kg/sqm 5 per cent cost of material for fabrication, welding, bending, nuts, bolts etc c) Painting Applying 2 coats of painting on exposed d) surface Overhead charges @ input on

metre kg kg

#VALUE! M-174 16.000 input #VALUE! #VALUE! M-179 / 4.320 1000 #VALUE! #VALUE! M-179 / 4.800 1000 #VALUE!

sqm

1.830

#VALUE! #VALUE! Item 8.9 #VALUE!

(a+b) e) Contractor's profit @ input on (a+b+d) Rate per metre = a+b+c+d+e

8.26

Remark Cost Rs s/ Input ref. #VALUE! L-12

#VALUE! #VALUE! say #VALUE!

The items of excavation and cement Note concrete as per approved design to be measured and paid separately Anti-glare screen with rectangular C vane of MS sheet with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per Unit = Running metre Taking output = 1.50 metre a)

b)

Labour Mate

day

Mazdoor

day

Material i) Angle iron post,50 x 50 x 6 mm, length 2.35 m ii) MS sheet 3 mm thick @ 24 kg/sqm

0.004 input 0.100 input

kg

10.580

kg

9.000

Tractor-trolley

L-12

#VALUE!

L-13

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 1000

Add 5 per cent of cost of material for fabrication, nuts, bolts etc c) Machinery d)

#VALUE!

#VALUE! hour

0.100 input

sqm

0.850

#VALUE!

Painting

Applying 2 coats of painting e) Overhead charges @ input on (a+b+c) f) Contractor's profit @ input on (a+b+c+e) Cost for 1.5 m = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/1.50 The items of excavation and cement concrete as per approved design to be Note measured and paid separately. Rate of painting has been analaysed separately in this chapter. Sugge 8.27 Street Lighting stive Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation. Unit = Each

Page 18 of 346

P&M053

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = one light a)

b)

Labour Mate

day

L-12

day

0.030 input 0.500 input

#VALUE!

Mazdoor

#VALUE!

L-13

Electrician

day

0.250 input

#VALUE!

L-02

input

#VALUE! M-171

each

1.000

each

1.000 input

#VALUE! M-168

Material i) Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level

ii) Sodium vapour lamp Add 5 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting

(i)

For Fixing in Median Providing two coats of alluminium paint over steel circular hollow pipe with overhang on both sides For fixing in Footpath Providing two coats of alluminium paint over steel circular hollow pipe with overhang on one side For Fixing in Median d) Overhead charges @ input on (a+b) e) Contractor's profit @ input on

#VALUE!

sqm

5.750

sqm

4.630

#VALUE! #VALUE! Item 8.9

#VALUE! #VALUE! Item 8.9

#VALUE! #VALUE!

(a+b+d) Rate per light for fixing in Median= a+b+c+d+e (ii)

#VALUE! say #VALUE!

For fixing in Footpath Rate per light for Fixing in Footpath = a+b+c+d+e

#VALUE! say #VALUE!

The items of excavation and cement concrete foundation will be measured and Note included separately in the estimate as per approved design and drawing. The rate for painting has been analysed in this chapter. Sugge 8.28 Lighting on Bridges stive Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp Unit = Each Taking output = one light a)

b)

Labour Mate

day

L-12

day

0.020 input 0.400 input

#VALUE!

Mazdoor

#VALUE!

L-13

Electrician

day

0.200 input

#VALUE!

L-02

input

#VALUE! M-170

each

1.000

each

1.000 input

#VALUE! M-168

Material i) Steel circular hollow pole of standard specification for street lighting to mount light at 5 m above deck level

ii) Sodium vapour lamp 70 watt Add 1 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting Providing two coats of alluminium paint over steel circular hollow pipe d) Overhead charges @ input on (a+b) e) Contractor's profit @ input on (a+b+d) Rate per light = a+b+c+d+e

Note 8.29

Sugge stive

The items of cement concrete to be measured and paid separately as per approved design. The rate for painting has already been analysed in this chapter. Cable Duct Across the Road

Page 19 of 346

#VALUE!

sqm

2.760

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

(i)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

cum

2.360

Mate

day

L-12

day

0.050 input 1.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Mazdoor skilled

day

0.250 input

#VALUE!

L-15

concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved Single row for one utility service Unit = Running metre Taking output = 20metres a) Random Rubble masonry/Brick masonry in cement mortar 1:6 for head wall both side b) Labour

c)

Material Reinforced Cement Concrete pipe 300 mm dia soil with PI less than 6 for Granular bedding and sides of pipe (0.6 x 0.6 x 20 m) Collar for joints 300 mm dia Cement mortar 1:2 for joints

d)

metre cum each cum

#VALUE! #VALUE!

20.000 input input 7.200

#VALUE! M-009

#VALUE! M-083 9.000 input #VALUE! #VALUE! Item 0.020 12.6 (B)

hour

0.500 input

#VALUE! #VALUE!

P&M053

#VALUE! #VALUE!

Rate per metre = (a+b+c+d+e+f)/20 (ii)

#VALUE! M-151

Machinery

Tractor-trolley e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on (b+c+d+e) Cost for 20 metre = a+b+c+d+e+f

8.29

Item 12.7 (Addl) B)

#VALUE! say #VALUE!

Double row for two utility services Unit = Running metre Taking output = 20metres a) Random Rubble brick/Brick masonry in cement mortar 1:6 for head wall both sides. b) Labour

c)

Mate

day

L-12

day

0.050 input 2.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Mazdoor skilled

day

0.250 input

#VALUE!

L-15

Material Reinforced Cement Concrete pipe 300 mm dia soil with PI less than 6 for Granular bedding and sides of pipe (0.6 x 0.6 x 40 m) Collar for joints 300 mm dia

Rate per metre = (a+b+c+d+e+f)/20 (iii)

metre cum each cum

40.000 input input 14.400

#VALUE! M-151 #VALUE! M-009

#VALUE! M-083 18.000 input #VALUE! #VALUE! Item 0.040 12.6 (B)

Machinery

Tractor-trolley e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on (b+c+d+e) Cost for 20 metre = a+b+c+d+e+f

8.29

Item 12.7 (Addl) B)

3.370

Cement mortar 1:2 for joints d)

#VALUE! #VALUE!

cum

Triple rRow for three utility services Unit = Running metre Page 20 of 346

hour

1.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

Quantity

cum

4.380

Mate

day

L-12

day

0.160 input 3.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Mazdoor skilled

day

1.000 input

#VALUE!

L-15

Taking output = 20metres a) Random Rubble brick/Brick masonry in cement mortar 1:6 for head wall both sides. b) Labour

c)

Material Reinforced Cement Concrete pipe 300 mm dia soil with PI less than 6 for Granular bedding and sides of pipe (0.6 x 0.6 x 60 m) Collar for joints 300 mm dia Cement mortar 1:2 for joints

d)

metre cum each cum

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

#VALUE! #VALUE!

60.000 input input 21.600

Item 12.7 (Addl) B)

#VALUE! M-151 #VALUE! M-009

#VALUE! M-083 27.000 input #VALUE! #VALUE! Item 0.060 12.6 (B)

Machinery

Tractor-trolley e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on (b+c+d+e) Cost for 20 metre = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/20 1.Inspection chamber at both ends is the Note responsibility of the agency who is laying the duct. Hence included. 2.The rates fornotstone masonry / brick masonry and cement mortar to be adopted from respective clauses. Sugge 8.30 Highway Patrolling and Traffic Aid Post stive It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. The organisation and financial aspect are required to be finalised in consultation with administrative and traffic authorities . Items Related to Underpass/ Subway/ Sugge Overhead Bridge/ Overhead Foot 8.31 stive The items involved for underpass/ subway/ Bridge overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved and drawings Sugge Traffic designs Control System and 8.32 stive Communication System Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived as per approved design and As regards the locations where such devices are required to be installed, the traffic control authority should be consulted to finalise the location Sugge Gantry Mounted Variable Message 8.33 stive Sign Board Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3 (i) Gantry Support System Unit = tonne Page 21 of 346

hour

1.500 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output=1 tonne a)

Labour Mate

day

L-12

day

0.120 input 2.000 input

#VALUE!

Mazdoor

#VALUE!

L-13

Blacksmith

day

1.000 input

#VALUE!

L-02

b)

Material Alluminium alloy/galvanised steel including 5 per cent wastage Add 15 per cent of cost of material for fabrication and erection. Add 1 per cent of cost of material for nuts, bolts and welding c) Machinery Truck 10 tonne d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

tonne

1.050

input

#VALUE! #VALUE! hour

1.000 input

8.34

(ii)

Sugge stive A

#VALUE! #VALUE!

P&M057

#VALUE!

(a+b+c+d) Rate per tonne = a+b+c+d+e 8.33

#VALUE! M-060

#VALUE! say #VALUE!

Message Display Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages. This is a specilised commercial product and the lumpsum rate including erection at site is required to be as certained from the market and including in the rate analysis. The size of the board will vary depending upon specific location. The rate for the gantry mounted variable sign would be the addition of cost of gantry support system as per approved design determined at (i) above and the cost of message display board as certained from the market at (ii) above Traffic Impact Attenuators at Abutments and Piers With Scrapand Tyresinstallation Provision of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings. Unit = sqm Taking output = 20sqm a)

b)

Labour Mate

day

L-12

day

0.080 input 1.500 input

#VALUE!

Mazdoor

#VALUE!

L-13

Blacksmith

day

0.250 input

#VALUE!

L-02

each

80.000 input 150.000 input

Material Scrap tyres of size 900 x 20

20 mm steel wire rope Add 1 per cent of cost of wire rope for clamps etc. c) Machinery Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 20 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/20 8.34

B

Using Plastic/Steel Barrel, Filled with Sand

Page 22 of 346

kg

#VALUE! M-161 #VALUE! M-176 #VALUE!

hour

3.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings Unit = sqm

Remark Cost Rs s/ Input ref.

Taking output = 20sqm a)

b)

Labour Mate

day

0.130 input

#VALUE!

L-12

Mazdoor

day

#VALUE!

L-13

Blacksmith

day

3.000 input 0.250 input

#VALUE!

L-02

Material Plastic barrels

each

50.000

Steel barrels

each cum

50.000 input 8.000 input

#VALUE! M-172

Sand

kg

15.000 input

#VALUE! M-176

or

20 mm steel wire rope Add 1 per cent of cost of wire rope for clamps etc. c) Machinery Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! hour

2.000 input

P&M053

#VALUE! #VALUE!

Rate per sqm = (a+b+c+d+e)/20 C

#VALUE! #VALUE!

(a+b+c+d) Cost for 20 sqm = a+b+c+d+e

8.34

#VALUE! M-004

#VALUE! say #VALUE!

With HI - DRO cell Sandwich (Patented) (In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a pre-determined time, thus absorbing Providing the andenergy) installing a patentend HI DRO cell system as a traffic impact attenuators, using plastic tubes 50 cm dia, 1.2 m in height, 25 mm opening at the top, placed in three rows, filled with water and tied with a 20 mm steel wire rope Unit = sqm Taking output = 10sqm a)

b)

Labour Mate

day

0.100 input

#VALUE!

L-12

Mazdoor

day

2.500 input

#VALUE!

L-13

each

40.000 input 12.000 input

#VALUE! M-139

KL kg

100.000 input

#VALUE! M-176

Material Plastic tubes 50 cm dia,1.2 m high Cost of water

20 mm steel wire rope Add 1 per cent of cost of wire rope for clamps etc. c) Machinery Tractor-trolley

(a+b+c+d) Cost for 10 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10 8.35

Sugge stive

#VALUE! hour

Water tanker6 KL capacity d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 Page 23 of 346

#VALUE! M-189

hour

2.000 input 2.000 input

#VALUE! #VALUE!

P&M053 P&M-

#VALUE!

060

#VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = Nos Taking output = 50Nos a)

Labour Mate

day

Mazdoor

day

Material Aluminium studs 100 x 100 mm fitted with lense reflectors Add 10 per cent of cost of material for fixing and installation c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

0.040 input 1.000 input

#VALUE!

L-12

#VALUE!

L-13

b)

each

50.000

input

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 50 studs = a+b+c+d

#VALUE!

Rate per studs = (a+b+c+d)/50 8.36

Sugge stive

#VALUE! M-062

#VALUE! say #VALUE!

Traffic Cone Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873 Unit = Running metre Taking output = 68 Nos. a)

Labour Mate

day

Mazdoor

day

0.020 input 0.500 input

each

68.000 input

hour

0.100 input

Material Traffic cones with 150 mm reflective sleeve c) Machinery

#VALUE!

L-12

#VALUE!

L-13

b)

Tractor-trolley d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 68 Nos. = a+b+c+d+e Rate per metre = (a+b+c+d+e)/68 8.37

Sugge stive

Roadside Amenities A

B

C

8.38

Sugge stive

Rest areas Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage Pricing may besystem done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions Parking areas and bus laybyes for trucks, buses and light vehicles Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters. Lawn Providing a lawn planted with grass and its maintenance Pricing of lawn may be done as per rates given in the chapter on horticulture for the quantities as per approved dimensions in the drawings Rumble Strips

Page 24 of 346

#VALUE! M-186 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M053

Ref. to Sr No MoRT H Spec.

8.39

Sugge stive

Description

Unit

Quantity

Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Unit = sqm Taking output = 100 sqm (including gaps) The rate per sqm of premix carpet and road marking may be adopted from chapter 5 & 8 respectively for the quantities calculated from approved drawings Policeman Umbrella Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts toeach be given 2 coats of paint Unit = Taking output = one number Earthwork

Quantities of these items to be calculated as per Cement Concrete approved design and cost brick masonry or added as per rates of these stone masonry items given in chapter 3 and 13 Painting a)

b)

8.40

sugge stive

cum cum cum cum sqm

2.500

Mate

day

0.090

Mazdoor

day

1.000

Blacksmith

day

1.000

Welder

day

0.250

Labour

Material Steel pipe 100 mm dia

metre

3.500

Steel pipe 25 mm dia

metre

10.000

CGI sheets Add 25 per cent of cost of material for fabrication Add 2 per cent of cost of material for welding consumables, J-hooks, washers etc. c) Machinery

kg

8.000

Tractor-trolley d) Overheads @ per cent on (a+b+c) e) Contractors [email protected] per cent on (a+b+c+d) Rate per policeman umbrella =

hour

0.500

a+b+c+d+e High Mast Pole Lighting at Interchanges Flyovers lighting with 30and m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and

Page 25 of 346

Rate Rs

Remark Cost Rs s/ Input ref.

Ref. to Sr No MoRT H Spec.

8.41

Description

Unit

This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms along with their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the lowest tender. A separate contract for this work is concluded as the contractors for road and bridge works generally donot undertake such jobs. Toll Plaza The construction, operation and maintenance of Toll Plaza can be broken into separate items of work as under based on theProvision approvedofdesign and drawings:a) toll collection service lane to separate different categories of vehicles for purpose of toll collection. This involves considerable increase in carriage way width b) Provision of 2.5 m wide separators for different toll collection service lanes for safety c) Toll booths with integrated roof cover d) Barrier gates for individual lanes e) Provision of building to provide facility to toll plaza personnel f) Toll plaza office equipment and furniture g) Water supply, electricity, sanitation, septic-tank system and drainage h) Telephone, intercomes, wireless communication system i) High mast lighting j) Pavement marking k) Overhead signs l) Fixed message signs (Advance) m) Variable message signs n) Traffic cones and pylons o) First aid post

8.42

p) Traffic aid post and security The quantities for the above mentioned items may be calculated from the approved design and drawings and their rates adopted from respective chapters of the Standard Book Safety Data Devices and Signs in Construction limited periodZones at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 60 cm from the edge of the kerb in case of kerbed roads and 2 to 3 m from the edge of the carriageway in case of un-kerbed roads, the bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 60 mm x 60 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per Unit = each Taking output = one sign post Following types of signs are required to be fixed in construction zones for safety of traffic a) Diversion one km ahead b)

Traffic sign ahead

c)

Road ahead closed

d)

Men at work

e)

Road narrow

f)

Single file traffic

g)

Right lane diverted

h)

Left lane diverted Page 26 of 346

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Ref. to Sr No MoRT H Spec.

Description i)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Right lane closed

j) Left lane closed k) Median closed l) Diversion to other carriageway m) Traffic signal ahead n) Two way traffic o) Un - even road p) Slippery road q) Loose chippings r) Dual carriageway ends s) Diversion t) Do not enter u) Road closed v) Stop w) Slow x) One way y) Give way z) aa)

8.43

Overtaking prohibited Speed limit

bb)

Weight limit

cc)

Height and length limit

dd)

No stopping or standing

ee) Any other warning or regulatory safety sign as per site requirement and consistent with IRC:SP:55-2001 and IRC:67 The rate for traffic signs are already worked out and given elsewhere in this chapter. The same may be adopted. Portable Barricade in Construction Zone Installation of a steel portable barricade

sugge stive

with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 Unit = each Taking output = one steel portable barricade a) Labour Mate

b)

day

Mazdoor

day

Painter

day

Welder

day kg

MS sheet 300 mm wide,2.5 m long and 2.6 mm thick Paint Add 2 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per barricade = a+b+c+d sugge stive A

#VALUE!

L-12

#VALUE!

L-13

0.500 input 0.250 input

#VALUE!

L-18

#VALUE!

L-02

Material Angle iron 45 x 45 x 5 mm

8.44

0.020 input 0.250 input

Permanent Type Barricade Construction Zone With steel components

kg litre

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 15.000 1000 #VALUE! M-131 0.500 input 25.000

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

in

Page 27 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:552001 Unit = each

Remark Cost Rs s/ Input ref.

Taking output = one barricade a)

Labour Mate

day

Mazdoor

day

Painter

day

Welder

day

Material Angle iron 50 x 50 x 5 mm,2 m long,2 Nos. MS sheet of 12 SWG,3 Nos of 200 mm width and 4 m length Paint Add 1 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

0.050 input 0.300 input

#VALUE!

L-12

#VALUE!

L-13

0.600 input 0.300 input

#VALUE!

L-18

#VALUE!

L-02

b)

kg kg litre

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 50.000 1000 #VALUE! M-131 1.000 input 15.000

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per barricade = a+b+c+d 8.44

B

#VALUE! say #VALUE!

With wooden Construction of components a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 Unit = each Taking output = one barricade a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mazdoor

day

#VALUE!

L-13

Painter

day

0.300 input 0.600 input

#VALUE!

L-18

Carpenter

day

0.600 input

#VALUE!

L-04

cum

0.180 input

#VALUE! M-185

Material

Timber Add 1 per cent of cost of timber for nuts & bolts, nails, etc. charges @ input on c) Overhead

#VALUE! #VALUE!

(a+b) d) Contractor's profit @ input on (a+b+c) Rate per barricade = a+b+c+d 8.44

C

#VALUE! #VALUE! say #VALUE!

With bricks Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips Unit = each Taking output = one barricade a)

b)

Labour 0.240 input 3.000 input

#VALUE!

L-12

#VALUE!

L-13

#VALUE!

L-18

day

1.000 input 2.000 input

#VALUE!

L-11

each

1800.000 input

Mate

day

Mazdoor

day

Painter

day

Mason Material Brick

Page 28 of 346

#VALUE! M-079

Ref. to Sr No MoRT H Spec.

Description

Unit

Cement

kg

Sand

cum

Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

litre

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! M-081 / 22.000 1000 #VALUE! M-005 0.090 input #VALUE! M-131 1.250 input

Quantity

Rate Rs

#VALUE! #VALUE!

(a+b+c) Rate per barricade = a+b+c+d 8.45

sugge stive

#VALUE! say #VALUE!

Drum Delineator in Construction Zone Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001 Unit = each Taking output = one drum delineator a)

Labour Mate

day

L-12

day

0.020 input 0.250 input

#VALUE!

Mazdoor

#VALUE!

L-13

Painter

day

0.250 input

#VALUE!

L-18

each

1.000

input

#VALUE! M-172

litre

0.500 input

#VALUE! M-131

b)

Material Steel drum 300 mm dia 1.2 m high/empty bitumen drum Paint c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per drum delineator = a+b+c+d 8.46

sugge stive

#VALUE! say #VALUE!

Flagman Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic Unit = each Taking output = one flagman a)

b)

Labour Mate

day

Mazdoor

day

0.040 input 1.000 input

#VALUE!

L-12

#VALUE!

L-13

1.000 input input 1.000

#VALUE! M-099

Material

Flag of red color cloth 600 x 600 mm Wooden staff for fastening of flag 25 mm dia, one m long c) Overhead charges @ input on (a+b) Contractor's profit @ input on d) (a+b+c) Rate per flagman = a+b+c+d

Page 29 of 346

each each

#VALUE! M-196 #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H 9.1 Spec. 408

CHAPTER-9 PIPE CULVERTS Description

Unit

2900

Rate Rs

Remark Cost Rs s/ Input ref.

PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Unit = cum Taking output = 15 cum a) Labour Mate Mason Mazdoor b) Material 40mm Aggregate at site Sand at site Cement at site Cost of water c) Machinery Concrete mixer0.4/ 0.28 cum Generator set 33 KVA Water tanker6 KL capacity d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15

9.2

Quantity

day day day

0.640 input 1.000 input 15.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-11 L-13

13.800 6.900 3.300 18.000

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

M-055 M-005 M-081 M-189

hour hour hour

6.000 input 6.000 input 3.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&MP&MP&M-

day day day

0.180 input 0.500 input 4.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-11 L-13

cum tonne metre

0.070 input 0.050 input 12.500 input

#VALUE! M-005 #VALUE! M-081 #VALUE! M-149

cum

4.500 input

#VALUE! M-009 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day

0.280 input 1.000 input

cum cum tonne KL

Note Vibrator is a part of minor T & P which is already included in overhead charges of the contractor. Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls Unit = metre Taking output = 12.5 metres ( 5 pipes of 2.5 m length each ) A 1000 mm dia a)

Labour Mate Mason Mazdoor b) Material Sand at site Cement at site RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5.6 mm sieve c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 12.5 metres = a+b+c+d Rate per metre = (a+b+c+d)/12.5

9.2

Note 1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added .2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings B 1200 mm and dia priced separately on rates a)

Labour Mate Mason Page 1 of 346

#VALUE! #VALUE!

L-12 L-11

Ref. to Sr No MoRT H Spec.

Description

Unit

Mazdoor Material Sand at site Cement at site RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 12.5 metres = a+b+c+d Rate per metre= (a+b+c+d)/12.5

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-13

day

6.000 input

cum tonne metre

0.090 input 0.070 input 12.500 input

#VALUE! M-005 #VALUE! M-081 #VALUE! M-150

cum

5.000 input

#VALUE! M-009

b)

9.3

2900

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note 1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added .2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls Unit = metre

A

Taking output = 12.5 metres ( 10 pipes of 2.5 m length each in two rows.) 1000 mm dia a)

b)

Labour Mate

day

0.360 input

#VALUE!

L-12

Mason

day

1.000 input

#VALUE!

L-11

Mazdoor

day

8.000 input

#VALUE!

L-13

Material Sand at site Cement at site

RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5.6 mm sieve bedding charges @ input on c) forOverhead (a+b) d) Contractor's profit @ input on

cum

0.140 input

#VALUE! M-005

tonne

0.100 input

#VALUE! M-081

metre

25.000 input

#VALUE! M-149

cum

12.500 input

#VALUE! M-009 #VALUE! #VALUE!

(a+b+c) Cost for 12.5 metres = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/12.5

9.3

#VALUE!

Note 1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added .2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings B 1200 mm and dia priced separately on rates a)

b)

say #VALUE!

Labour Mate

day

0.560 input

#VALUE!

L-12

Mason

day

2.000 input

#VALUE!

L-11

Mazdoor

day

12.000 input

#VALUE!

L-13

cum

0.180 input

#VALUE! M-005

tonne

0.140 input

#VALUE! M-081

Material Sand at site Cement at site

Page 2 of 346

Ref. to Sr No MoRT H Spec.

Description

metre

25.000 input

Remark Cost Rs s/ Input ref. #VALUE! M-150

cum

13.750 input

#VALUE! M-009

Unit

RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 12.5 metres = a+b+c+d Rate per metre= (a+b+c+d)/12.5 Note 1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added .2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates

Page 3 of 346

Quantity

Rate Rs

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Ref. to Sr No MoRT H 10.1 Spec. 3002

CHAPTER- 10 MAINTENANCE OF ROADS Description

Unit

Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and Unit = cum Taking output = 10 cum a) Labour Mate Mazdoor b) Machinery Excavator1.0 cum bucket capacity @ 60 cum per hour Tipper ( L is average lead in km for borrow earth)

Add 10 per cent of cost of carriage towards loading and unloading charges. Plate compactor c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 10 cum = a+b+c+d Rate per cum = (a+b+c+d)/10

10.2 3003

Rate Rs

Remark Cost Rs s/ Input ref.

day day

0.080 input 2.000 input

#VALUE! #VALUE!

L-12 L-13

hour

0.130 input

#VALUE!

tonne.k m

12 x L input

hour

0.500 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

day day

0.180 input 4.500 input

#VALUE! #VALUE!

L-12 L-13

hour

0.250 input

#VALUE!

tonne.k m

24xL input

hour

12.000 input

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058

Note Only 75 per cent of fresh material has been provided as 25 per cent can be retrieved at site from earth that is flown down the slope in the form of slurry and deposited at the foot there in cuts Maintenance of ofEarthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate Unit = sqmequipment. Taking output = 100 sqm Assuming average thickness of filling to be Quantity of fresh material = 15 cum a) Labour Mate Mazdoor b) Machinery Excavator1.0 cum bucket capacity @ 60 cum per hour Tipper ( L is average lead in km for borrow earth)

Add 10 per cent of cost of transportation to cover cost of loading and unloading Plate compactor @ 25 sqm per hour c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d Rate per sqm = (a+b+c+d)100 10.3 3003

Quantity

Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting Unit = sqmwith plate compactor Taking output = 100 sqm Assuming average depth of stripping as 75 Quantity of earth cutting involved = 7.5 a) Labour Page 1 of 346

P&M026 #VALUE! Lead =input km & P&M#VALUE! 058 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Ref. to Sr No MoRT H Spec.

Description

Unit

Mate Mazdoor b) Machinery Plate compactor @ 25 sqm per hour c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d Rate per sqm on = (a+b+c+d)100

Note The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal. 10.4 3004. Filling Pot-holes and Patch Repairs 2 with open-Graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth Unit = Sqm Taking out put = 10250 sqm (205 cum) a) Labour Mate

b)

c)

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! L-12 #VALUE! L-13

day day

0.100 input 2.500 input

hour

4.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

P&M-

Day

3.760 input

#VALUE!

L-12

Mazdoor

Day

90.000 input

#VALUE!

L-13

Mazdoor skilled

Day

4.000 input

#VALUE!

L-15

Air compressor 250 cfm

hour

6.000 input

#VALUE!

HMP 100-110 TPH Capacity

hour

6.000 input

#VALUE!

P&M001 P&M-

Tipper 10 tonnes capacity

hour

45.000 input

#VALUE!

Smooth wheeled roller 8-10 tonnes

hour

12.000 input

#VALUE!

Machinery

021 P&M048 P&M044

Material Crushed stone aggregates nominal size 13.2mm Crushed stone aggregates nominal size 11.2mm Bitumen 80/100

Bitumen emulsion for tack coat including vertical sides of pot hole. d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

cum 184.500 input

#VALUE! M-052

cum

92.250 input

#VALUE! M-051

tonne

14.970 input

#VALUE! M-075

tonne

2.460 input

#VALUE! M-077 #VALUE! #VALUE!

(a+b+c+d) Cost for 10250 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/10250

#VALUE! say #VALUE!

10.5 3004. 2

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth Unit = Sqm Taking out put = 4900 sqm (196 cum) (450 Labour Tonnes) a)

b)

c)

Mate

Day

2.920 input

#VALUE!

L-12

Mazdoor

Day

70.000 input

#VALUE!

L-13

Mazdoor skilled

Day

3.000 input

#VALUE!

L-15

Air compressor 250 cfm

hour

6.000 input

#VALUE!

HMP 100-110 TPH Capacity

hour

6.000 input

#VALUE!

P&M001 P&M-

Tipper 10 tonnes capacity

hour

45.000 input

#VALUE!

Smooth wheeled roller 8-10 tonnes

hour

12.000 input

#VALUE!

Machinery

022 P&M048 P&M044

Material Page 2 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

I) Bitumen

tonne

22.500 input

ii) Bitumen emulsion for tack coat .

tonne

1.180 input

Remark Cost Rs s/ Input ref. #VALUE! M-075 #VALUE! M-077

iii) Aggregates Grading I - 19mm(Nominal size) 20-10mm 35 per cent

cum

99.750

0.00

10-5 mm 23 per cent

cum

65.550 input

5mm and below40 per cent

cum 114.000

0.00

13.2-10 mm 30 per cent

cum

85.500

0.00

10-5 mm 25 per cent

cum

71.250 input

5 mm and Below43 per cent

cum 122.550

Add 5 per cent for wastage

0.00

M051,M052,M053 and #VALUE! M-054 M-025 0.00

M021,M022 and #VALUE! M-024

or Grading-II 13mm (Nominal size)

Filler 2 per cent

tonne

0.00

9.000 input

Add 5 per cent for wastage

10.5

(i)

0.00

M-051 and M052 #VALUE! M-025 0.00

M021,M022 and #VALUE! M-024 M-188 #VALUE!

Any one of the above alternatives of aggregate i.e. 19mm or 13mm nominal size may be adopted as per approved design. for grading I Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 4900 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/4900

#VALUE! say #VALUE!

10.5

(ii)

for grading II Material d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 4900 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/4900

#VALUE! say #VALUE!

Note For detailed working of quantities of aggregates, refer item 5.8 of chapter 5 10.6 3004. Crack Filling 3.3 Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. Unit = Running Meter Taking out put = 500m a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

Material Slow-curing bitumen emulsion Stone crusher dust

Kg cum

33.000

#VALUE! #VALUE! M-077

0.020 input

#VALUE! M-021

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 500sqm = a+b+c+d

#VALUE!

Rate per meter = (a+b+c+d+e)/500

#VALUE! #VALUE! say #VALUE!

10.7 3004. 4

Dusting Applying crusher dust to areas of road where bleeding of excess bitumen has occurred. Unit = Sqm Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 3500 sqm a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

cum

6.250 input

#VALUE! M-021

Material

Stone crusher dust finer than 3mm with not more than 10 per cent 0.075 sieve. @ input on c) passing Overhead charges (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Cost for 3500sqm = a+b+c+d

#VALUE!

Rate per meter = (a+b+c+d)/3500

#VALUE! say #VALUE!

10.8

Fog Seal

(A) 3004. 3.2 (B) 3004. 3.4

(ii) (iii) (iv)

10.8

(C) 3004. 5

(D) 3004. 6

10.9 3005. 1

#VALUE!

sqm

#VALUE!

Item 5.17

Crack Prevention courses.

(i)

10.8

sqm

Stress Absorbing Membrane (SAM) crack width less than 6 mm Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 per cent Bitumen Impregnated Geotextile

Item 5.21 #VALUE! Case-I Item 5.21 #VALUE! Case-II Item 5.21 #VALUE! Case-IV Item 5.21 Case-IV

sqm sqm sqm

Slurry Seal (i)

5 mm thickness

sqm

(ii)

3 mm thickness

sqm

(iii)

1.5 mm thickness

sqm

(i)

Surface Dressing for maintenance works. 19 mm nominal chipping size

sqm

(ii)

13 mm nominal size chipping

sqm

#VALUE!

Item 5.15 #VALUE! Case-I Item 5.15 #VALUE! Case-II Item 5.15 Case-III #VALUE! Item 5.9 Case-I #VALUE! Item 5.9 Case-II

The above mentioned items have already been included in chapter 5. Repair of Joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete Unit = running metre Taking output = 10 metres a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

0.500 input

#VALUE!

L-13

Chiseller

day

0.500 input

#VALUE!

L-05

kg

2.500 input

#VALUE! M-097

kg

10.000 input

#VALUE! M-095

hour

0.050 input

Material Epoxy primer

Epoxy compound with accessories for preparing epoxy mortar c) Machinery Air compressor 250 cfm for cleaning

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 metres = a+b+c+d+e

#VALUE!

Rate per metre = (a+b+c+d+e)/10

#VALUE! #VALUE! say #VALUE!

Page 4 of 346

P&M001

Ref. to Sr No MoRT H Spec. 10.1 3005. 0 2

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Repair of old Joints Sealant Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material metre Unit = running Taking output = 10 metres a)

b)

c)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

0.500 input

#VALUE!

L-13

Primer

kg

0.250 input

#VALUE! M-146

Sealant

kg

1.000 input

#VALUE! M-120

hour

0.050 input

#VALUE!

Material

Machinery Air compressor 250 cfm for cleaning

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 metres = a+b+c+d+e

#VALUE!

P&M001

#VALUE!

Rate per metre = (a+b+c+d+e)/10

#VALUE! say #VALUE!

10.1 3000 1

Hill Side Drain Clearance Removal of earth from the choked hill side drain and disposing it on the valley side manually Unit = running metre Taking output = 10 metres Assuming muck causing choking of drain to be 0.2 cum per metre, quantity of earth to be removed for 10 metres = 2 cum a) Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

b) Overhead charges @ input on (a+b) c) Contractor's profit @ input on

#VALUE!

(a+b) Cost for 10 metres = a+b+c

#VALUE!

#VALUE!

Rate per metre = (a+b+c)/10

#VALUE! say #VALUE!

10.1 3000 2

Land Slide Clearance in soil Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side Unit = cum Taking output = 100 cum a)

b)

Labour Mate

day

0.040 input

#VALUE!

L-12

Mazdoor

day

1.000 input

#VALUE!

L-13

hour

1.670 input

#VALUE!

P&M014

Machinery Dozer 180 HP @ 60 cum per hour

c) Overhead charges @ input on (a+b) Contractor's profit @ input on d)

#VALUE!

(a+b+c) Cost for 100 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/100

#VALUE! #VALUE! say #VALUE!

Note Land Slide clearance involves pushing of loose earth slided on the road surface from hill face on the valley side. Since no cutting of original ground is involved, the output of dozer has been taken as 60 cum per hour for soil, ordinary rock and blasted hard rock. However, if there are objection to disposing of earth on valley side, additional resources for its disposal shall be considered as per

Page 5 of 346

Ref. to Sr No MoRT H 3000 10.1 Spec. 3

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Landslide Clearance in Hard Rock Requiring Blasting Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side. Unit = cum Taking output = 100 cum a)

b)

Labour Mate

day

0.090 input

#VALUE!

L-12

Mazdoor

day

1.500 input

#VALUE!

L-13

Driller

day

0.750 input

#VALUE!

L-06

Blaster

day

0.070 input

#VALUE!

L-03

hour

1.670 input

#VALUE!

hour

2.500 input

#VALUE!

P&M014 P&M-

Machinery Dozer D 80 A-12,180 HP @ 60 cum per hour Air compressor 250 cfm with two jack

c) hammer Materials

001

Gelatine 80 per cent @ 35 kg per 100 cum Electric Detonators @ 1 Detonator for 2

kg each

Gelatine sticks of 125 gms each c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 100 cum = a+b+c+d+e

17.500 input 70.000

#VALUE! M-104

#VALUE! #VALUE! M-094 / 100 #VALUE! #VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/100

#VALUE! say #VALUE!

10.1 3000 4

Note Credit for the rock if found acceptable as construction material shall be afforded Snow Clearance on Roads with Dozer Snow clearance from road surface by a bulldozer 165 Hp and disposing it on the valley side Unit = cum Taking output = 5000 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

5.880 input

#VALUE!

P&M014

Machinery Dozer D 80 A-12,180 HP @ 850 cum per

c) hour Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 5000 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/5000

#VALUE! say #VALUE!

10.1 3000 5

Note i) Labour provided will not be cutting the snow. They will be guiding the dozer operator on the alignment of the road as entire surface gets covered with snow and the edges of the road are not visible and for changing the blade angle. Also they will keep a watch on the hill side for any Snow Clearance on Roads with Snow Blowers Snow clearance from road surface by a snow blower and disposing on the valley side. Unit = cum Taking output = 3600 cum a)

b)

Labour Mate

day

0.080 input

#VALUE!

L-12

Mazdoor

day

2.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M087

Machinery

Snow blower equipment 140 HP @ 600 cum per hour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Page 6 of 346

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Cost for 3600 cum (a+b+c+d) Rate per cum = (a+b+c+d)/3600

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE!

Page 7 of 346

CHAPTER-11 HORTICULTURE

Ref. to Sr No MoRT H 11.1 Spec. 307

Description

Unit

Rate Rs

Remark Cost Rs s/ Input ref.

Spreading of Sludge Farm Yard Manure or/and good Earth Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth tocum be paid for separately) Unit = Taking output = 15 cum a) Labour Mate Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 15 cum= a+b+c Rate per cum = (a+b+c)/15

11.2

Quantity

307

day day

0.040 input 1.000 input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

day day day

0.170 input 0.750 input 1.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-13 L-13

hour

0.500 input

#VALUE!

P&M-

Grassing with ' Doobs' Grass Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed Unit = sqm (i)

Taking output = 100 sqm In rows 15 cm apart in either direction a)

Labour Mate Mazdoor for grassing Mazdoor for maintenance for 30 days b) Machinery Water tanker6 KL capacity c) Material Doob grass d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d+e Rate per sqm= (a+b+c+d+e)/100 11.2

11.3

(ii)

307

In rows 7.5 cm apart in either a) Labour Mate Mazdoor for grassing. for maintenance for 30 days b) Machinery Water tanker6 KL capacity c) Material Doob grass d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100

kg 100.000 input

#VALUE! M-112 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

day day day

0.220 input 1.250 input 1.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-13 L-13

hour

0.750 input

#VALUE!

P&M-

kg 200.000 input

#VALUE! M-112 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note In the case of horticulture one mate has been provided for every 10 mazdoors as maintenance of grass and plants require more care. Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm Unit = sqm Taking output = 100 sqm a) Labour Mate Mazdoor for preparation of ground Mali for fetching doobs grass roots and grassing at 15 cm apart Page 1 of 346

day day day

0.150 input 0.500 input 1.000 input

#VALUE! #VALUE! #VALUE!

L-12 L-13 L-09

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) b) Machinery Water tanker6 KL capacity Tractor with tiller c) Material Supply of farm yard manure at site of Fine grass d) Overhead charges @ input on e) Contractor's profit @ input on Cost for 100 sqm = a+b+c+d+e

hour hour

0.500 input 0.010 input

cum 0.180 input kg 100.000 input

Rate per sqm = (a+b+c+d+e)/100

#VALUE! #VALUE!

P&MP&M-

#VALUE! M-167 #VALUE! M-113 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

11.4

307

Maintenance of Lawns or Turfing of Slopes Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc Unit = sqm Taking output = 100 sqm a)

Labour Mali

b)

Water tanker6 KL capacity c)

day

10.000 input

#VALUE!

L-09

hour

15.000 input

#VALUE!

P&M060

KL

90.000 input

#VALUE! M-189

Machinery Material Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/100

#VALUE! say #VALUE!

11.5

307

Turfing Lawns with Fine Grassing including Ploughing, Dressing Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard Unit manure = sqm at rate of0.6 cum per 100 sqm Taking output = 100 sqm a)

Labour Mate

day

0.250 input

#VALUE!

L-12

Mazdoor for preparation of ground

day

1.000 input

#VALUE!

L-13

day

1.500 input

#VALUE!

L-09

Water tanker6 KL capacity

hour

0.500 input

#VALUE!

Tractor with tiller

hour

0.010 input

#VALUE!

P&M060 P&M-

Mali for fetching doobs grass roots hedges and grassing at 10 cm apart b) Machinery

c)

053

Material Supply of farm yard manure at site of work @ 0.6 cum per 100 sqm Fine grass

cum

0.600 input

#VALUE! M-167

kg 100.000 input

#VALUE! M-113

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

Rate per sqm = (a+b+c+d+e)/100

#VALUE! #VALUE! say #VALUE!

11.6

307

Maintenance of Lawns with Fine Grassing for the First Year Maintenance of lawns with fine grassing for the first year including watering etc Unit = sqm Taking output = 100 sqm a)

Labour

Page 2 of 346

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) Mali b)

Water tanker6 KL capacity c)

day

10.000 input

#VALUE!

L-09

hour

20.000 input

#VALUE!

P&M060

KL

60.000 input

#VALUE! M-189

Machinery Material Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)/100

#VALUE! say #VALUE!

11.7

307 (a)

Planting and Maintaining of Permanent Hedges Planting permanent hedges including digging of trenches Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and hedge plants at 30 cm apart Unitplanting = Running metre Taking output = 100metre a)

Labour Mate

day

1.400 input

#VALUE!

L-12

day

10.000 input

#VALUE!

L-13

day

4.000 input

#VALUE!

L-13

hour

0.500 input

#VALUE!

P&M060

each

2x340 input

#VALUE! M-116

cum

4.670 input

#VALUE! M-167

work Pesticide

kg

0.250 input

#VALUE! M-136

Cost of water

KL

3.000 input

#VALUE! M-189

Mazdoor for digging of trench 60 cm wide and 45 cm deep Mazdoor for refilling the excavated earth mixed with cow dung, preparation of ground and digging of plant, from the nursery carriage to site and planting in b) position Machinery Water tanker6 KL capacity c)

Material Cost of hedge plants 2 rows at 30 cm apart Supply of farm yard manure at site of

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 metres = a+b+c+d+e

#VALUE!

#VALUE!

Rate per metre = a+b+c+d+e)/100

#VALUE! say #VALUE!

(b)

Maintenance of hedge for one year Unit = Running metre Taking output = 100 m a)

b)

Labour Mate

day

3.000 input

#VALUE!

L-12

Mazdoor

day

30.000 input

#VALUE!

L-13

hour

5.000 input

#VALUE!

P&M060

Machinery Water tanker6 KL capacity

c)

Material Manure sludge/Farm yard manure

cum

2.000 input

#VALUE! M-167

Pesticide

kg

0.500 input

#VALUE! M-136

Cost of water

KL

30.000 input

#VALUE! M-189

each

68.000 input

#VALUE! M-116

Cost of hedge plants @ 10 per cent d) casualty Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Cost for 100 metres = a+b+c+d+e Rate per metre = a+b+c+d+e)/100

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Page 3 of 346

11.8

307 (a)

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to beand paidMaintaining for separately) Planting of Flowering Plants and Shrubs Planting flowering plants and shrubs in central verge Unit = Running metres 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m andoutput above.= 1000 metres Taking a)

b)

Labour Mate

day

1.200 input

#VALUE!

L-12

Mazdoor

day

12.000 input

#VALUE!

L-13

hour

6.000 input

#VALUE!

P&M060

Machinery Water tanker6 KL capacity

c)

Material Plants

each 200.000 input

#VALUE! M-100

Shrubs

each 800.000 input

#VALUE! M-166

Manure sludge/Farm yard manure

cum

63.640 input

#VALUE! M-167

Pesticide

kg

0.500 input

#VALUE! M-136

Cost of water

KL

36.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per Km = (a+b+c+d+e)

#VALUE! say #VALUE!

11.8

(b)

Maintenance of flowering plants and shrubs in central verge for one year Unit = km Taking output = one km a)

b)

Labour Mate

day

36.000 input

#VALUE!

L-12

Mazdoor

day 365.000 input

#VALUE!

L-13 P&M060

Machinery Water tanker6 KL capacity

c)

hour

90.000 input

#VALUE!

cum

10.000 input

#VALUE! M-167

KL 180.000 input

#VALUE! M-189

Material Manure Sludge / farm yard manure at site Cost of water

Replacement of casualties @ 10 per cent Plants

each

20.000 input

#VALUE! M-100

Shrubs

each

80.000 input

#VALUE! M-166

kg

1.500 input

#VALUE! M-136

Pesticides

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Rate per Km for one year = (a+b+c+d+e) 11.9

307

#VALUE! say #VALUE!

Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing tree guard and maintaining the Unit =the Each Taking output = 10 trees a)

b)

Labour Mate

day

1.700 input

#VALUE!

L-12

Mazdoor for planting

day

2.000 input

#VALUE!

L-13

Mazdoor for maintenance for one year

day

15.000 input

#VALUE!

L-13

hour

2.000 input

#VALUE!

P&M060

Machinery Water tanker6 KL capacity

c)

Material

Page 4 of 346

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) Sapling 2 m high 25 mm dia

each

10.000 input

#VALUE! M-160

cum

0.940 input

#VALUE! M-167

Pesticide

kg

0.500 input

#VALUE! M-136

Cost of water

KL

12.000 input

#VALUE! M-189

Farm yard manure

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 10 trees = a+b+c+d+e

#VALUE!

#VALUE!

Rate per trees = (a+b+c+d+e)/10

#VALUE! say #VALUE!

11.1 0

308

Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil lawns including, weeding, Renovation forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm Unit = sqm Taking output = 100 sqm a)

b)

Labour Mate

day

0.120 input

#VALUE!

L-12

Mazdoor

day

3.000 input

#VALUE!

L-13

hour

0.500 input

#VALUE!

P&M060

KL

3.000 input

#VALUE! M-189

Machinery Water tanker6 KL capacity

c)

Material Cost of water

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 100 sqm = a+b+c+d+e

#VALUE!

#VALUE!

Rate per sqm = (a+b+c+d+e)

#VALUE! say #VALUE!

11.1 308.2 1

Supply at Site Well Decayed Farm Yard Manure Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking Unit = cum Taking output = one cum a)

Material

a) Cost of well decayed farm yard manure duly screened, loading, carriage, unloading and stacking at b) site Overhead charges @ input on (a)

cum

1.000 input

#VALUE! M-167

#VALUE! #VALUE!

c) Contractor's profit @ input on (a+b) Rate per cum = (a+b+c)

#VALUE! #VALUE!

11.1 308.2 2 0

Supply at Site of Work/ Store-Deoiled Neem Supply Cake at site of work/ store-deoiled neem cake duly packed in used gunny bags Unit = quintal Taking output = one quintal a) Cost, carriage, loading, unloading and stacking in store/site b) [email protected] per cent on (a) c) Contractors [email protected] per cent on (a+b) Rate per quintal = a+b+c

11.1 308.2 3

Supplying Sludge Supplying sludge duly stacked at site/ store Unit = cum Taking output = one cum Page 5 of 346

quintal

1.000

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be of paid for separately) a) Cost sludge including carriage, loading, unloading and stacking at site b) [email protected] per cent on (a)

cum

1.000

c) Contractors [email protected] per cent on (a+b) Rate per cum = a+b+c 11.1 4

New Half Brick Circular Tree Guard, in 2nd Class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below Half brick circular tree guard, in ground 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey Unit = Each Taking output = one tree guard a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Mason

day

0.250 input

#VALUE!

L-11

Mazdoor

day

0.250 input

#VALUE!

L-13

Material Brick 2nd class including carriage

each 230.000 input

Cement mortar 1:6

cum

0.025

#VALUE! M-079

#VALUE! #VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Item 12.6 (D)

#VALUE! #VALUE!

(a+b+c) Rate per tree Guard = a+b+c+d

#VALUE! say #VALUE!

11.1 5

New Edging with 2nd Class Bricks, Laid Dry Lengthwise Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 = metres Unit Metre Taking output= 10 metres a)

b)

Labour Mate

day

0.002 input

#VALUE!

L-12

Mason

day

0.050 input

#VALUE!

L-11

Mazdoor

day

0.050 input

#VALUE!

L-13

each

50.000 input

Material Brick 2nd class including carriage

#VALUE! M-079

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 metre = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/10

#VALUE! say #VALUE!

11.1 6

New Making Tree Guard 53 cm dia and 1.3 m High as per Design from Empty Bitumen Drums Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS rings 50 x 0.5 mm with rivets, Unitsheet = Each Taking output = one tree guard a)

b)

Labour Mate

day

0.020 input

#VALUE!

L-12

Blacksmith

day

0.150 input

#VALUE!

L-02

Mazdoor

day

0.070 input

#VALUE!

L-13

each

1.000 input

#VALUE! M-172

Material Empty bitumen drum Page 6 of 346

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth tosheet be paid separately) MS 50 for x 0.5 mm Rivets 6 mm dia and 10 mm in length

kg each

0.650

#VALUE! #VALUE! M-179 / 1000 22.000 input #VALUE! M-158 #VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Rate for each tree guard = a+b+c+d

#VALUE! say #VALUE!

11.1 7

New Making Tree Guard 53 cm dia and 2 Metre High as per Design from Empty Bitumen Drums Making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets Unit = Each Taking output = one tree guard a)

Labour Mate Blacksmith

day

Mazdoor b)

0.040 input

#VALUE!

L-12

0.200 input

#VALUE!

L-02

0.200 input

#VALUE!

L-13

1.500 input

#VALUE! M-172

Material Empty bitumen drum

each

MS sheet50 x 0.5 mm

kg

Rivets 6 mm dia and 10 mm in length MSplate30 x 3 mm

each kg

0.650

#VALUE! #VALUE! M-179 / 1000 50.000 input #VALUE! M-158 1.300

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE!

(a+b+c) Rate for each tree guard = a+b+c+d

#VALUE! say #VALUE!

11.1 8

New Wrought Iron and Mild Steel Welded Work Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and Unit = quintal Taking output = one quintal a)

Labour Mate

Blacksmith/ welder for cutting to design and shape and jointing Mazdoor for fixing and helper for b) Blacksmith/welder Material

day

0.450 input

#VALUE!

L-12

day

2.000 input

#VALUE!

L-02

day

2.500 input

#VALUE!

L-13

Angle, tees, channels etc

quintal

1.050

Deduct the cost of scrap

quintal

0.050

Add 5 per cent of cost of material for welding rods and other welding accessories c) Overhead charges @ input on (a+b) Contractor's profit @ input on d) (a+b+c) Rate per quintal = a+b+c+d

#VALUE! #VALUE! M-179 / 10 0.00 0.00 M#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

11.1 9

New Tree Guard with MS Iron

Page 7 of 346

179/10/ 3

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to beand paid for separately) Providing fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, Unit = Each Taking output = one tree guard a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Blacksmith

day

0.250 input

#VALUE!

L-02

Mazdoor

day

0.250 input

#VALUE!

L-13

Material MS iron 25 x 6 mm

kg

19.200

MS iron 25 x 3 mm

kg

9.600

#VALUE! #VALUE! M-179 / 1000 #VALUE! #VALUE! M-179 / 1000

Add 5 per cent of cost of material for riveting, bolting and welding c) accessories Machinery Tractor-trolley d)

hour

0.040 input

sqm

1.770

#VALUE!

Painting Painting two coats including priming

P&M053

#VALUE! #VALUE! Item 8.9

e) Overhead charges @ input on (a+b+c) f) Contractor's profit @ input on (a+b+c+e) Rate per tree guard =a+b+c+d+e+f

#VALUE! #VALUE! #VALUE! say #VALUE!

11.2 0

Note 1 The items of excavation and concreting to be measured and paid separately as per design . of painting may be adopted from 2 . Rate the chapter as Traffic signs. New Tree Guard with MS Angle Iron and Steel Wire Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves Unit = Each Taking output = one a)

b)

Labour Mate

day

0.050 input

#VALUE!

L-12

Blacksmith

day

0.250 input

#VALUE!

L-02

Welder

day

0.250 input

#VALUE!

L-02

Mazdoor

day

0.250 input

#VALUE!

L-13

Material MS angle 30 x 30 x 3 mm

kg

MS iron 25 x 3 mm

kg

Steel wire 3 mm dia

kg

13.500

#VALUE! #VALUE! M-179 / 1000 18.000 #VALUE! #VALUE! M-179 / 1000 6.000 input #VALUE! M-192 #VALUE!

Add 5 per cent of cost of material for riveting, bolting and welding c) accessories Machinery Tractor-trolley d)

hour

0.040 input

sqm

1.500

#VALUE!

Painting Painting two coats including priming

e) Overhead charges @ input on (a+b+c) f) Contractor's profit @ input on (a+b+c+e) Rate per tree guard = a+b+c+d+e+f

#VALUE! #VALUE! Item 8.9 #VALUE! #VALUE! #VALUE! say #VALUE!

11.2 1

New Compensatory Afforestation

Page 8 of 346

P&M053

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia Unit = Hectare Taking output = one hectare a)

Labour

i) Planting Mate

day

2.500 input

#VALUE!

L-12

Mazdoor

day

25.000 input

#VALUE!

L-13

ii) For Maintenance for one year

b)

Mate

day

5.000 input

#VALUE!

L-12

Mazdoor

day

50.000 input

#VALUE!

L-13

Dozer 80 HP @ 1000 sqm/hour

hour

10.000 input

#VALUE!

Water tanker6 KL capacity (for planting)

hour

3.000 input

#VALUE!

P&M015 P&M-

hour

25.000 input

#VALUE!

Machinery

Water tanker6 KL capacity (for c) maintenance) Material Sapling 1 to 1.5 m high 2 cm dia stem

each 290.000

Add 10 per cent of sapling

each

Decayed farm yard/sludge manure (planting) Decayed farm yard/sludge manure (maintenance) Pesticides for planting

cum

060 P&M060

#VALUE! #VALUE! M-160 x 0.8 29.000 #VALUE! #VALUE! M-160 x 0.8 60.900 input #VALUE! M-167

cum

4.000 input

#VALUE! M-167

kg

0.500 input

#VALUE! M-136

Pesticides for maintenance

kg

1.500 input

#VALUE! M-136

Cost of water

KL

18.000 input

#VALUE! M-189

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per hectare = a+b+c+d+e

#VALUE! #VALUE! #VALUE! say #VALUE!

Note Cost of fencing to be provided as per size of plot and approved design, measured and paid separately

Page 9 of 346

CHAPTER-12 FOUNDATIONS

Ref. to Sr No MoRT H 12.1 Spec. 304

Description

I

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

day day

0.14 3.50

input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

day day

0.18 4.50

input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

day day

0.24 6.00

input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-13

day day

0.32 8.00

input #VALUE! input #VALUE!

L-12 L-13

hour

6.00

input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

P&M-

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and Ordinary soil Unit = cum Taking output = 10 cum

A (i)

Manual Means Depth upto 3 m a) Labour Mate Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

Note 1. Cost of dewatering may be added where required upto, 10 per cent of labour cost Assessment for dewatering shall be made as perexcavated site conditions. 2.The earth can be used partially for backfilling of foundation pit and partly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases ofof item 12.1 and excluding marshy soil. 3.The cost shoring shuttering, where

12.1

12.1

12.1

(ii)

needed, may be added @ 1 per cent on cost of excavation for open foundation. Depth 3 m to 6 m a) Labour Mate/Supervisor Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

Note Cost of dewatering may be added where required upto 15 per cent of labour cost. Assessment for dewatering shall be done as per actual ground (iii) Depth above 6 mconditions. a) Labour Mate/Supervisor Mazdoor b) Overhead charges @ input on (a) c) Contractor's profit @ input on Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10 Note 1. Cost of dewatering may be added where required upto 20 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.. B Mechanical Means (i) Depth upto 3 m Unit = cum Taking output = 240 cum a) Labour Mate Mazdoor b) Machinery Hydraulic excavator 1.0 cum bucket c) Overhead charges @ input on d) Contractor's profit @ input on Cost for 240 cum = a+b+c+d Rate per cum = (a+b+c+d)/240 Page 1 of 346

Ref. to Sr No MoRT H Spec.

12.1 (I) B

Description

Remark Cost Rs s/ Input ref. say #VALUE!

Unit

Quantity

Rate Rs

day day

0.32 8.00

input #VALUE! input #VALUE!

L-12 L-13

hour

6.00

input #VALUE!

P&M026

Note Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site (ii) Depth 3 mconditions.. to 6 m Unit = cum Taking output = 210 cum a) Labour Mate Mazdoor b) Machinery Hydraulic excavator 1.0 cum bucket c) capacity Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 210 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/210

#VALUE! say #VALUE!

12.1 (I) B

Note Cost of dewatering upto 7.5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.. (iii) Depth above 6m Unit = cum Taking output = 180 cum a)

b)

Labour Mate

day

0.40

input #VALUE!

L-12

Mazdoor

day

10.00

input #VALUE!

L-13

hour

6.00

input #VALUE!

P&M026

Machinery Hydraulic excavator 1.0 cum bucket

c) capacity Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 180 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/180

#VALUE! say #VALUE!

12.1

Note 1. Cost of dewatering upto 10 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.. 2.Labour provided for excavation by mechanical means includes that required for trimming of bottom and side slopes. II Ordinary Rock (not requiring blasting) A

Manual Means

(i)

Depth upto 3 m Unit = cum Taking output = 10 cum a)

b)

Labour Mate

day

0.20

input #VALUE!

L-12

Mazdoor

day

5.00

input #VALUE!

L-13

Overhead charges @ input on (a)

c) Contractor's profit @ input on (a+b) Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.1(II )

Note Cost of dewatering upto 10 per cent of labour cost may be added, where required. Assessment for dewatering shall be made as per site conditions.. B Mechanical Means Unit = cum Taking output = 180 cum a)

Labour Page 2 of 346

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Mate

day

0.24

Remark Cost Rs s/ Input ref. input #VALUE! L-12

Mazdoor

day

6.00

input #VALUE!

L-13

hour

6.00

input #VALUE!

P&M026

Description

b)

Rate Rs

Machinery Hydraulic excavator 1.0 cum bucket

c) capacity Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 180 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d)/180

#VALUE! say #VALUE!

12.1

Note 1.Cost of dewatering upto 10 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per siteof conditions. 2.In case rock, foundation beyond3 m is not dug and hence not included. III Hard Rock ( requiring blasting ) A

Manual Means Unit = cum Taking output = 10 cum a)

b)

Labour Mate

day

0.35

input #VALUE!

L-12

Driller

day

0.50

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

8.00

input #VALUE!

L-13

hour

1.00

input #VALUE!

P&M001

Machinery

Air Compressor 250 cfm with 2 jack hammer for drilling. c) Material Blasting Material

kg

Detonator electric

each

3.50 14.00

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

input #VALUE! M-104 #VALUE! #VALUE!

M#VALUE! 094/100 #VALUE!

(a+b+c+d) Cost for 10 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/10

#VALUE! say #VALUE!

12.1

Note Cost of dewatering @ 10 per cent of (a+b) may be added, where required Assessment for dewatering shall be made as perRock site conditions. IV Hard ( blasting prohibited ) Unit = cum Taking output = 10 cum A

Mechanical Means a)

b)

Labour Mate

day

0.20

input #VALUE!

L-12

Mazdoor

day

5.00

input #VALUE!

L-13

hour

6.00

input #VALUE!

P&M001

Machinery

Air Compressor 250 cfm with 2 leads of pneumatic breaker c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 10 cum = a+b+c+d Rate per cum = (a+b+c+d)/10

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.1

Note 1. Cost of dewatering upto10 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per siteof conditions. 2.In case rock, foundation beyond3 m is not dug and hence not included. V Marshy Soil Unit = cum

Page 3 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 10 cum Depth upto 3 m A

Manual means a)

b)

Labour Mate/Supervisor

day

0.40

input #VALUE!

L-12

Mazdoor

day

10.00

input #VALUE!

L-13

hour

2.67

input #VALUE!

P&M053

Machinery Tractor-trolley for removal.

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 10 cum = a+b+c+d

#VALUE!

#VALUE!

Rate per cum = ( a+b+c+d)/ 10

#VALUE! say #VALUE!

Note 1. Cost of dewatering @ 30 per cent of (a), may be added, where required Assessment for dewatering shall be made as per site conditions. 2. Shoring & strutting 15 per cent of (a), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item12.1 (i)Means to (iv) for ordinary soil B Mechanical

12.1 (V)

a)

Labour Mate

day

0.08

input #VALUE!

L-12

Mazdoor for dressing sides, bottom and b) backfilling Machinery

day

2.00

input #VALUE!

L-13

Hydraulic excavator 1.0 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per c) hour. Overhead charges @ input on (a+b) d) Contractor's profit @ input on

hour

0.17

input #VALUE!

hour

0.45

input #VALUE!

P&M026 P&M048

#VALUE! #VALUE!

(a+b+c) Cost for 10 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/10

#VALUE! say #VALUE!

Note 1. Cost of dewatering @ 20 per cent of (a+b) may be added, where required 2. Shoring & strutting @ 10 per cent of (a+b), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in itemFilling 12.1 (i) (iv) for ordinary soil Pits VI Back intoMarshy Foundation Unit : Cum Taking Output : 6 cum a)

Labour Mate

Mazdoor for dressing sides, bottom and b) backfilling Machinery Tractor-trolley for transportation

day

0.12

input #VALUE!

L-12

day

3.00

input #VALUE!

L-13

hour

2.00

input #VALUE!

P&M053

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 6 cum = a+b+c+d

#VALUE!

Rate per cum = (a+b+c+d)/6

#VALUE! #VALUE! say #VALUE!

12.2

304

Filling Annular Space Around Footing in Rock Unit = cum Taking out put = 1 cum Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per item 12.4.

Page 4 of 346

Ref. to Sr No MoRT H 12.3 Spec. 304

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.01

input #VALUE!

L-12

Mazdoor

day

0.30

input #VALUE!

L-13

cum

1.20

input #VALUE! M-006

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Unit = cum Taking output = 1 cum a)

b)

Labour

Material Sand (assuming 20 per cent voids)

#VALUE!

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Rate per cum = a+b+c+d

#VALUE! say #VALUE!

12.4

2100

PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Unit = cum Taking output = 15 cum a)

b)

Labour Mate

day

0.64

input #VALUE!

L-12

Mason

day

1.00

input #VALUE!

L-11

Mazdoor

day

15.00

input #VALUE!

L-13

40 mm Aggregate

cum

13.50

input #VALUE! M-055

coarse Sand

cum

6.75

input #VALUE! M-005

tonne

3.45

input #VALUE! M-081

18.00

input #VALUE! M-189

Material

cement Cost of water c)

KL

Machinery Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

Water tanker 6 KL capacity

hour

2.00

input #VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

P&M009 P&M079 P&M060

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.5

1300

Note Vibrator is a part of minor T & P which is already included in overhead charges of the contractor. Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Unit = cum Taking output = 5 cum a)

Material Bricks Ist class

each

2500.00

cum

1.20

#VALUE! #VALUE!

Mate

day

0.48

input #VALUE!

L-12

Mason

day

4.00

input #VALUE!

L-11

Mazdoor

day

8.00

input #VALUE!

L-13

Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) b) Labour

input #VALUE! M-079

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 5 cum = a+b+c+d

#VALUE!

Rate per cum (a+b+c+d)/5

#VALUE! #VALUE! say #VALUE!

Page 5 of 346

Item 12.6 (A)

Ref. to Sr No MoRT H 12.6 Spec. Subanaly sis

Description (A)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

tonne

0.51

input #VALUE! M-081

cum

1.05

input #VALUE! M-005

Mate

day

0.04

input #VALUE!

L-12

Mazdoor

day

0.90

input #VALUE!

L-13

Cement Mortar 1:3 (1 cement : 3 sand)

Unit = 1 cum Taking output = 1 cum a)

Materials Cement Sand

b)

Labour

Total Material and Labour = (a+b) Subanaly sis (Addl. )

(B)

say #VALUE!

Cement Mortar1:2 (1cement :2 sand)

Unit = 1 cum Taking output = 1 cum a)

Materials Cement

tonne

0.67

input #VALUE! M-081

cum

0.93

input #VALUE! M-005

Mate

day

0.04

input #VALUE!

L-12

Mazdoor

day

0.90

input #VALUE!

L-13

Sand b)

Labour

Total Material and Labour = (a+b) Subanaly sis (Addl. )

(C)

say #VALUE!

Cement Mortar1:4 (1cement :4 sand)

Unit = 1 cum Taking output = 1 cum a)

Materials Cement

tonne

0.40

input #VALUE! M-081

cum

1.12

input #VALUE! M-005

Mate

day

0.04

input #VALUE!

L-12

Mazdoor

day

0.90

input #VALUE!

L-13

Sand b)

Labour

Total Material and Labour = (a+b) Subanaly sis (Addl. )

(D)

say #VALUE!

Cement Mortar1:6 (1cement :6 sand)

Unit = 1 cum Taking output = 1 cum a)

Materials Cement

tonne

0.29

input #VALUE! M-081

cum

1.34

input #VALUE! M-005

Mate

day

0.04

input #VALUE!

L-12

Mazdoor

day

0.90

input #VALUE!

L-13

Sand b)

Labour

Total Material and Labour = (a+b) 12.7

1400

say #VALUE!

Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Unit = cum Taking output = 5 cum

1405. 4

(A)

Square Rubble Coursed Masonry (first sort) a) Material

Rubble

Stone

cum Page 6 of 346

5.50

input #VALUE! M-169

Ref. to Sr No MoRT H Spec.

Remark Cost Rs s/ Input ref. input #VALUE! M-182

Description

Unit

Quantity

Rate Rs

Through and bond stone

each

35.00

cum

1.50

#VALUE! #VALUE!

Mate

day

0.66

input #VALUE!

L-12

Mason

day

7.50

input #VALUE!

L-11

Mazdoor

day

9.00

input #VALUE!

L-13

(35no.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) b) Labour

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 5 cum = a+b+c+d

#VALUE!

Item 12.6 (A)

#VALUE!

Rate per cum (a+b+c+d)/5

#VALUE! say #VALUE!

1405. 3

(B)

Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a)

Material Stone

cum

5.50

input #VALUE! M-148

Through and bond stone

each

35.00

input #VALUE! M-182

cum

1.55

#VALUE! #VALUE!

Mate

day

0.62

input #VALUE!

L-12

Mason

day

6.00

input #VALUE!

L-11

Mazdoor

day

9.00

input #VALUE!

L-13

(35nos.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) b) Labour

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 5 cum = a+b+c+d

#VALUE!

Item 12.6 (A)

#VALUE!

Rate per cum (a+b+c+d)/5

#VALUE! say #VALUE!

12.8

1500, 1700 & 2100

Note The labour already considered in cement mortar has been taken into account while proposing labour for masonry works. Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC Grade M15 Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

4.13

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

8.10

input #VALUE! M-055

20 mm Aggregate

cum

4.05

input #VALUE! M-053

10 mm Aggregate

cum

1.35

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 63 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery Page 7 of 346

019

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

(a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/15

#VALUE! say #VALUE!

Note

12.8

B

Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete PCC Grade M20 works. Unit : cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

5.16

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

079

#VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/15

#VALUE! say #VALUE!

12.8

C

RCC Grade M20

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

5.21

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on (a+b+c)

079

#VALUE! #VALUE!

e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

(a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = ( a+b+c+d+e+f )/15

#VALUE! #VALUE! say #VALUE!

Page 8 of 346

Ref. to Sr No MoRT Description H 12.8 C Spec. Case II With Batching Plant, Transit Mixer and Concrete Pump Unit : cum

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking Output = 120 cum a)

Material Cement

b)

c)

tonne

41.66

input #VALUE! M-081

Coarse Sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto km. 1 km, L-lead in km Lead 1beyond

Concrete Pump

hour

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

6 #VALUE!

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Cost for 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = ( a+b+c+d+e+f )/120

#VALUE! say #VALUE!

12.8

D

PCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

5.99

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of (a+b+c) e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum = ( a+b+c+d+e+f )/15

079

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.8 D

Case II With Batching Plant, Transit Mixer and Concrete Pump Unit : cum Page 9 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Taking Output = 120 cum a)

Material Cement

b)

c)

tonne

47.95

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

40 mm Aggregate

cum

43.20

input #VALUE! M-055

20 mm Aggregate

cum

43.20

input #VALUE! M-053

10 mm Aggregate

cum

21.60

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/120

#VALUE! say #VALUE!

12.8

E

RCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.05

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of a+b+c. e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) cost of 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f )/15

079

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.8 E

Case II With Batching Plant, Transit Mixer and Concrete Pump Unit: cum Taking Output = 120 cum a)

Material

Page 10 of 346

Ref. to Sr No MoRT H Spec.

tonne

48.38

Remark Cost Rs s/ Input ref. input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Description Cement

b)

c)

Unit

Quantity

Rate Rs

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity 1 cum

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f )/120

#VALUE! say #VALUE!

12.8

F

PCC Grade M30

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.08

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

079

#VALUE! #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f )/15

#VALUE! say #VALUE!

12.8 F

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit : cum Taking Output = 120 cum a)

Material Cement Coarse sand Page 11 of 346

tonne

48.60

input #VALUE! M-081

cum

54.00

input #VALUE! M-004

Ref. to Sr No MoRT H Spec.

Unit

Quantity

40 mm Aggregate

cum

43.20

Remark Cost Rs s/ Input ref. input #VALUE! M-055

20 mm Aggregate

cum

43.20

input #VALUE! M-053

10 mm Aggregate

cum

21.60

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Description

b)

c)

Rate Rs

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f )/120

#VALUE! say #VALUE!

12.8

G

RCC Grade M30

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.10

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

079

#VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.5 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 15 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/15

#VALUE! say #VALUE!

12.8 G

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

48.80

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Page 12 of 346

Ref. to Sr No MoRT H Spec.

Description b)

c)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.5 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum (a+b+c+d+e+f )/120

#VALUE! say #VALUE!

12.8

H

RCC Grade M35

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.33

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

079

#VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3 per cent on a+b+c

#VALUE!

e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

(a+b+c+d+e) cost of 15 cum = a+b+c+d+e+f

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e+f)/15

#VALUE! say #VALUE!

12.8 H

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit ; cum Taking Output = 120 cum a)

Material Cement

b)

tonne

50.64

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Labour

Page 13 of 346

Ref. to Sr No MoRT H Spec.

Description Mazdoor c)

Unit

Quantity

day

18.00

Remark Cost Rs s/ Input ref. input #VALUE! L-13

Rate Rs

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

P&M002 P&M080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/120

#VALUE! say #VALUE!

Note: Where ever concrete is carried batching plant, transit mixer, pump, Admixtures @ 0.4 per cent of cement may be added for desired slump of concrete.

out using concrete of weight achieving

WELL FOUNDATION

12.9

1200

A

Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m. Unit = 1 No Taking output = 1 No. a)

b)

Material Earth (compacted)

cum

251.20

input #VALUE! M-092

Sand bags

each

750.00

input #VALUE! M-159

Labour Mate

Mazdoor for filling sand bags, stitching placing c) and Machinery Crane with grab 1 cum capacity

day

0.40

input #VALUE!

L-12

day

15.00

input #VALUE!

L-13

hour

20.00

input #VALUE!

P&M012

Consumables @ 2.5 per cent of (c) above

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per No. (a+b+c+d+e)

#VALUE! say #VALUE!

12.9

Note It is assumed that earth will be available within the working space of crane with grab bucket. B Assuming depth of water 4.0 m and height of island 4.5 m. Unit = 1No Taking output = 1 No a)

b)

Material Earth (compacted)

cum

904.32

input #VALUE! M-092

Sand bags

each

6000.00

input #VALUE! M-159

Wooden ballies 8" Dia and 9 m long

each

95.00

input #VALUE! M-194

Wooden ballies 2" Dia for bracing

metre

190.00

input #VALUE! M-193

Labour Mate

day

5.60

input #VALUE!

L-12

Mazdoor for piling 8" dia ballies for piling 8" dia ballies Mazdoor for bracing with 2" dia ballies

day

18.00

input #VALUE!

L-13

day

12.00

input #VALUE!

L-13

Page 14 of 346

Ref. to Sr No MoRT H Spec.

Description Mazdoor for filling sand bags, stitching placing c) and Machinery Crane with grab 1 cum capacity

Unit

Quantity

day

110.00

hour

50.00

Remark Cost Rs s/ Input ref. input #VALUE! L-13

Rate Rs

input #VALUE! #VALUE!

Consumables and other arrangements for piling ballies @ 2.5 per cent of (a+b+c). d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

P&M012

#VALUE! #VALUE!

(a+b+c+d) Rate per No. (a+b+c+d+e)

#VALUE! say #VALUE!

12.9

C

Note For other well diameters rate can be worked out on the basis of cross-sectional area of well. The diameter of the island shall be in the conformity with clause 1203.2 of MoRTH specifications. Providing and constructing one span service road to reach island location from one pier location to another pier location Assuming span length 30 m, width of service road 10m and depth of water 1m Unit = 1 meter Taking output = 30 metre a)

b)

Material Earth

cum

450.00

input #VALUE! M-092

Sand bags

each

300.00

input #VALUE! M-159

day

0.24

input #VALUE!

L-12

day

6.00

input #VALUE!

L-13

Front end Loader 1 cum capacity

hour

27.00

input #VALUE!

Tipper 5.5 cum capacity

hour

28.00

input #VALUE!

P&M017 P&M-

Labour Mate

Mazdoor for filling sand bags, stitching placing c) and Machinery

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 30 m (a+b+c+d+e)

#VALUE!

048

#VALUE!

Rate per m (a+b+c+d+e)/30

#VALUE! say #VALUE!

12.10

1200 & 1900

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. Unit = 1 MT Taking output = 1 MT a)

Material Structural steel in plates, angles, etc including 5 per cent wastage Nuts & bolts

b)

tonne

1.05

input #VALUE! M-179

Kg

20.00

input #VALUE! M-130

Labour

(for cutting, bending, making holes, joining, welding and erecting in position) Mate

day

1.32

input #VALUE!

L-12

Fitter

day

5.50

input #VALUE!

L-08

Blacksmith

day

5.50

input #VALUE!

L-02

Welder

day

5.50

input #VALUE!

L-02

Mazdoor

day

16.50

input #VALUE!

L-13

Electrodes, cutting gas and other consumables @ 10 per cent of cost of (a) above c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per MT (a+b+c+d)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 1200, 1500 & 1700

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Page 15 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Unit = 1 cum Taking output = 1 cum A (i)

Well curb RCC M20 Grade

Same as for 12.8 (C) except for formwork which shall [email protected] 20 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A (i)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A

(ii)

RCC M25 Grade

Same as for 12.8 (E) except for formwork which shall [email protected] 20 per cent of the cost of concrete instead of 3.75 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete e) Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A (ii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A

(iii)

RCC M35 Grade

Same as for 12.8 (H) except for formwork which shall [email protected] 20 per cent of the cost of concrete instead of 3.0 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 A (iii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)

Page 16 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description d) formwork @ 20 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE! #VALUE!

say #VALUE! Note. If curb concrete is carried out within steel liner, cost of formwork shall be excluded. 12.11

B

Well steining

(I)

PCC M15 Grade

Same as for 12.8 (A) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B

(ii)

PCC M20 Grade

Same as for 12.8 (B) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e) Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B

(iii)

RCC M20 Grade

Same as for 12.8 (C) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B (iii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B

(iv)

PCC M25 Grade

Same as for 12.8 (D) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Page 17 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE! #VALUE!

say #VALUE! 12.11 B (iv)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 B

(v)

RCC M25 Grade

Same as for 12.8 (E) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B (v)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 B

(vi)

PCC M30 Grade

Same as for 12.8 (F) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e) Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B (vi)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 B

(vii)

RCC M30 Grade

Same as for 12.8 (G) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent. Case I Using Concrete Mixer Page 18 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! say #VALUE!

12.11 B (vii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! say #VALUE!

'12.11 B

(viii) RCC M35 Grade Same as for 12.8 (H) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3 per cent. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

#VALUE! #VALUE! #VALUE! say #VALUE!

12.11 B (viii)

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of e) concrete Overhead charges @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! #VALUE! say #VALUE!

'12.11 B

(ix)

RCC M40 Grade Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

51.60

input #VALUE! M-081

Coarse Sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

206.00

input #VALUE! M-180

Admixture b)

c)

kg

Labour Mate

day

0.84 input

#VALUE!

L-12

Meson

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13

input #VALUE!

P&M002 P&M-

Machinery Batching Plant

hour

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300xL

049 input #VALUE! Lead= input , P&M050

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity for lead beyond 1 km.

Page 19 of 346

6.00

080 P&M017 P&M-

Ref. to Sr No MoRT H Spec.

Description Concrete Pump

Unit hour

Quantity 6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 10 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! P&M007

Rate Rs

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f

#VALUE!

Rate per cum = (a+b+c+d+e+f)/120

#VALUE! say #VALUE!

12.11 C

C

Bottom Plug Concrete to be placed using tremie pipe

(i)

Note: 10% extra cement to be added where under water concreting is involved PCC Grade M20

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

tonne

5.55

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Kg

18.60

input #VALUE! M-180

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

hour

6.00

input #VALUE!

Admixture b)

c)

Labour

Machinery

Light Crane 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

079 P&M013

#VALUE! #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 C (i)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit ; cum Taking Output = 120 cum a)

Material Cement

tonne

44.40

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Kg

148.80

input #VALUE! M-180

Mate

day

0.88

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13

Admixture b)

Labour

Page 20 of 346

Ref. to Sr No MoRT H Spec.

Description c)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Machinery

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

P&M002 P&M080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

'12.11 C

(ii)

PCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

tonne

5.99

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Kg

21.60

input #VALUE! M-180

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

hour

6.00

input #VALUE!

Admixture b)

c)

Labour

Machinery

Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

079 P&M013

#VALUE! #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 C (ii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

47.88

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Page 21 of 346

Ref. to Sr No MoRT H Spec.

Description Admixture b)

c)

Unit

Quantity

Remark Cost Rs s/ Input ref. input #VALUE! M-180

Rate Rs

Kg

172.80

Mate

day

0.88

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

'12.11 C

(iii)

PCC Grade M30

Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)

Material Cement

tonne

6.08

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Kg

21.60

input #VALUE! M-180

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

hour

6.00

input #VALUE!

Admixture b)

c)

Labour

Machinery

Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15

#VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 C (iii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum Page 22 of 346

079 P&M013

Ref. to Sr No MoRT H Spec.

Description a)

Rate Rs

Remark Cost Rs s/ Input ref.

tonne

48.64

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Kg

172.80

input #VALUE! M-180

Mate

day

0.88

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Admixture

c)

Quantity

Material Cement

b)

Unit

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

6.00 #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE!

#VALUE!

(a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

'12.11 C

(iv)

PCC Grade M35

Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)

Material Cement

tonne

6.29

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm Aggregate

cum

5.40

input #VALUE! M-055

20 mm Aggregate

cum

5.40

input #VALUE! M-053

10 mm Aggregate

cum

2.70

input #VALUE! M-051

Kg

21.60

input #VALUE! M-180

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

hour

6.00

input #VALUE!

Admixture b)

c)

Labour

Machinery

Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 15 cum = a+b+c+d+e

Page 23 of 346

#VALUE! #VALUE!

#VALUE! #VALUE! #VALUE!

079 P&M013

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate per cum = (a+b+c+d+e)/15

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE!

say #VALUE! 12.11 C (iv)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

50.28

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Kg

172.80

input #VALUE! M-180

Mate

day

0.88

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Admixture b)

c)

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

hour

15.00

input #VALUE!

tonne.k m

300L

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump

hour

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with pipe.. charges @ input on d) tremie Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120

6.00 #VALUE!

049 P&M050 Lead= km input #VALUE! input P&M007 #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11

D

Intermediate plug

(i)

Grade M20 PCC

Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 D (i)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 D

(ii)

Grade M25 PCC

Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Page 24 of 346

080 P&M017 P&M-

#VALUE!

Ref. to Sr No MoRT H Spec.

Description d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE!

say #VALUE! 12.11 D (ii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 D

(iii)

Grade M30 PCC

Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 D (iii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11

E

Top plug

(i)

Grade M15 PCC Same as Item 12.8(a) excluding formwork

Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 E

(ii)

Grade M20 PCC Same as Item 12.8(b) excluding formwork

Case I Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

'12.11 E

(iii)

Grade M25 PCC

Same as Item 12.8 (d) formwork Case I Using Concrete Mixer

excluding

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.11 E (iii)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Page 25 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE!

(a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! say #VALUE!

'12.11 E

(iv)

Grade M30 PCC Same as Item 12.8(f) excluding formwork

Case I Using Concrete Mixer #VALUE!

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! say #VALUE!

12.11 E (iv)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) Rate per cum = (a+b+c+d+e)

#VALUE! say #VALUE!

12.11

F (i)

Well cap RCC Grade M20

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

5.12

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Form Work @ 4 per cent of a+b+c

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 F (i)

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

b)

tonne

40.92

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Labour

Page 26 of 346

Ref. to Sr No MoRT H Spec.

Description Mazdoor c)

Unit

Quantity

day

18.00

Remark Cost Rs s/ Input ref. input #VALUE! L-13

Rate Rs

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader (capacity 1 cum)

hour

6.00

input #VALUE!

080 P&M017

15.00

input #VALUE!

300L

input #VALUE!

P&M049 P&M-

Transit Mixer ( capacity 4.0 cu.m ) hour Transit Mixer 4 cum capacity for lead upto km. 1 Km, L - lead in Kilometer tonne.k Lead 1beyond m Concrete Pump

hour

P&M002 P&M-

6.00

Formwork @ 4 per cent of (a+b+c)

050 Lead= km input #VALUE! input P&M#VALUE! 007

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

12.11 F

(ii)

RCC Grade M25

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.05

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Form Work @ 3.75 per cent of a+b+c

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 F (ii)

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

b)

c)

tonne

48.40

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader (capacity 1 cum)

hour

Transit Mixer ( capacity 4.0 cu.m )

Page 27 of 346

6.00

input #VALUE!

080 P&M017

Ref. to Sr No MoRT H Spec.

Description

Unit

hour Transit Mixer 4 cum capacity for lead upto km. 1 Km, L - lead in Kilometer tonne.k Lead 1beyond m Concrete Pump

hour

Quantity 15.00 300L

6.00

Formwork @ 3.75 per cent of ( a+b+c)

Remark Cost Rs s/ Input ref. input #VALUE! P&M049 input #VALUE! P&M050 Lead= km input #VALUE! input P&M#VALUE! 007

Rate Rs

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE!

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

12.11 F

(iii)

RCC Grade M30

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.10

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

#VALUE!

Formwork @ 3.5 per cent of (a+b+c) d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 F (iii)

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

b)

c)

tonne

48.79

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader (capacity 1 cum)

hour

6.00

input #VALUE!

080 P&M017

15.00

input #VALUE!

300L

input #VALUE!

P&M049 P&M-

Transit Mixer ( capacity 4.0 cu.m ) hour Transit Mixer 4 cum capacity for lead upto km. 1 Km, L - lead in Kilometer tonne.k Lead 1beyond m Concrete Pump

hour

Formwork @ 3.5 per cent of (a+b+c) d) Overhead charges @ input on (a+b+c) Page 28 of 346

6.00

050 Lead= km input #VALUE! input P&M#VALUE! 007 #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

e) Contractor's profit @ input on (a+b+c+d) cost of 120 cum = a+b+c+d+e

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

12.11 F

(iv)

RCC Grade M35

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

6.33

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

Formwork @ 3 per cent of (a+b+c)

#VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per cum = (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.11 F (iv)

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

b)

c)

tonne

50.64

input #VALUE! M-081

Coarse sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13 P&M002 P&M-

Labour

Machinery Batching Plant @ 20 cum/hour

hour

6.00

input #VALUE!

Generator 100 KVA

hour

6.00

input #VALUE!

Loader (capacity 1 cum)

hour

6.00

input #VALUE!

080 P&M017

15.00

input #VALUE!

300L

input #VALUE!

P&M049 P&M-

Transit Mixer ( capacity 4.0 cu.m ) hour Transit Mixer 4 cum capacity for lead upto 1beyond km. 1 Km, L - lead in Kilometer tonne.k Lead m Concrete Pump

hour

Formwork @ 3 per cent of (a+b+c)

6.00

050 Lead= km input #VALUE! input P&M007 #VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! #VALUE! say #VALUE!

Page 29 of 346

Ref. to Sr No MoRT H Spec.

'12.11 F

Description Note Where ever concrete is carried batching plant, transit mixer, pump, Admixtures @ 0.4 per cent of cement may be added for desired slump of concrete. (v) RCC M40 Grade

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

out using concrete of weight achieving

Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

52.20

input #VALUE! M-081

Coarse Sand

cum

54.00

input #VALUE! M-004

20 mm Aggregate

cum

64.80

input #VALUE! M-053

10 mm Aggregate

cum

43.20

input #VALUE! M-051

206.00

input #VALUE! M-180

Admixture b)

c)

kg

Labour Mate

day

0.84

input #VALUE!

L-12

Mason

day

3.00

input #VALUE!

L-11

Mazdoor

day

18.00

input #VALUE!

L-13

input #VALUE!

P&M002 P&M-

Machinery Batching Plant

hour

Generator 100 KVA

hour

6.00

input #VALUE!

Loader 1 cum capacity

hour

6.00

input #VALUE!

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity for lead beyond 1 km. Concrete Pump

6.00

hour

15.00

input #VALUE!

tonne.k m

300.L

input #VALUE!

hour

6.00

Formwork @ 3 per cent on cost of concrete i.e. cost of material, labour machinerycharges @ input on d) and Overhead (a+b+c) e) Contractor's profit @ input on

080 P&M017 P&M-

049 P&M050 Lead= km input #VALUE! input P&M#VALUE! 007 #VALUE! #VALUE!

(a+b+c+d) cost of 120 cum = a+b+c+d+e

#VALUE!

Rate per cum = (a+b+c+d+e)/120

#VALUE! say #VALUE!

12.12 Sectio n 1200

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter. Taking output = 1 m Diameter of well - 6 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking = 0.50 m per hour. a)

b)

Labour Mate

day

0.12

input #VALUE!

L-12

Sinker ( skilled )

day

1.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

2.00

input #VALUE!

L-14

hour

2.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.12 A

(ii)

Beyond 3m upto 10m depth Page 30 of 346

Ref. to Sr No MoRT H Spec.

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.15

input #VALUE!

L-12

Sinker

day

1.25

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

2.50

input #VALUE!

L-14

hour

3.00

input #VALUE!

P&M075

Rate of sinking = 0.33 m per hour. a)

b)

Labour

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.12 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.12 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.12 A

(v) a b

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 31st Labour. m

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

Page 31 of 346

Ref. to Sr No MoRT H Spec.

Description 40th m

Unit

Quantity

10%

#VALUE!

Total Cost from 30m upto 40m Avg Rate per metre 12.12

B

Rate Rs

Remark Cost Rs s/ Input ref.

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil ( 6m dia. Well ) Unit = Running Meter. Taking output = 1 meter

(i)

Depth below bed level upto 3.0 M Rate of sinking = 0.33 m per hour. a)

b)

Labour Mate

day

0.15

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

2.25

input #VALUE!

L-14

hour

3.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.12 B

(ii)

Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a)

b)

Labour Mate

day

0.30

input #VALUE!

L-12

Sinker

day

3.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.50

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

2.00

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.12 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.12 B

(iv) a

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Page 32 of 346

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Ref. to Sr No MoRT H Spec.

Description b c

Unit

Add 5 per cent of cost for dewatering of the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).

a b c

7.5%

#VALUE!

22nd m

7.5%

#VALUE!

#VALUE! #VALUE!

23rd m

7.5%

#VALUE!

#VALUE! #VALUE!

24th m

7.5%

#VALUE!

#VALUE! #VALUE!

25th m

7.5%

#VALUE!

#VALUE! #VALUE!

26th m

7.5%

#VALUE!

#VALUE! #VALUE!

27th m

7.5%

#VALUE!

#VALUE! #VALUE!

28th m

7.5%

#VALUE!

#VALUE! #VALUE!

29th m

7.5%

#VALUE!

#VALUE! #VALUE!

30th m

7.5%

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.12

C

Remark Cost Rs s/ Input ref.

21st m

Avg Rate per metre (v)

Rate Rs

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

Total Cost from 20m upto 30m 12.12 B

Quantity

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock (6m dia well ) Unit = Running Meter. Taking output = 1 m Depth in Soft rock strata up to 3m Rate of sinking = 0.25 m per hour. a)

b)

Labour Mate

day

0.92

input #VALUE!

L-12

Sinker ( skilled )

day

3.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

20.00

input #VALUE!

L-14

Diver

day

0.50

input #VALUE!

L-07

hour

4.00

input #VALUE!

hour

3.50

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

Consumables in sinking @ 10 per cent of (b)for dewatering @ of 5 per cent of Add (a+b), if required c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Page 33 of 346

Ref. to Sr No MoRT H 12.12 Spec.

Description D

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

Hard Rock (6m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking = 0.17 m per hour. a)

Material Gelatine 80 per cent

Kg

Electric Detonators b)

c)

4.00

input #VALUE! M-104

each

18.00

#VALUE! #VALUE!

Mate

day

1.56

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

12.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

hour

6.00

input #VALUE!

hour

2.00

input #VALUE!

P&M075 P&M063

Labour

M094/100

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. @ 5 per cent of cost of Dewatering (b+c), if required. Consumables in sinking @ 10 per cent

#VALUE! #VALUE!

of (b). charges @ input on d) of cost Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! say #VALUE!

12.13 Sectio n 1200

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter. Taking output = 1 m Diameter of well - 7 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking = 0.30 m per hour. a)

b)

Labour Mate

day

0.15

input #VALUE!

L-12

Sinker ( skilled )

day

1.25

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

2.50

input #VALUE!

L-14

hour

3.25

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d) 12.13 A

(ii)

#VALUE!

Beyond 3m upto 10m depth

#VALUE!

Rate of sinking = 0.22 m per hour. a)

b)

say #VALUE!

Labour Mate

day

0.18

input #VALUE!

L-12

Sinker

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.00

input #VALUE!

L-14

hour

4.50

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) Page 34 of 346

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! (iii)

12.13 A

a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

0.17

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.13 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour). m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.13 A

(v) a b

10%

#VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Clayey Soil ( 7m dia. Well ) Unit = Running Meter. Taking output = 1 cum

(I)

#VALUE!

Including 20% for Kentledge #VALUE!

Avg Rate per metre B

#VALUE!

#VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.13

#VALUE!

Depth below bed level upto 3.0 M Rate of sinking = 0.22 m per hour. a)

Labour

Page 35 of 346

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Mate

day

0.18

Remark Cost Rs s/ Input ref. input #VALUE! L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.00

input #VALUE!

L-14

hour

4.50

input #VALUE!

P&M075

Description

b)

Rate Rs

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent d) of (b) Overhead charges @ input on (a+b) e) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.13 B

(ii)

Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a)

b)

Labour Mate

day

0.26

input #VALUE!

L-12

Sinker

day

2.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.00

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

3.25

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.13 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.13 B

(iv) a b c

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

Page 36 of 346

Ref. to Sr No MoRT H Spec.

Unit

Quantity

36th m

7.5%

#VALUE!

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Description

Total Cost from 30m upto 40m Avg Rate per metre 12.13 B

(v) a b c

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.13

C

Rate Rs

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock ( 7m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking = 0.22 m per hour. a)

b)

Labour Mate

day

0.58

input #VALUE!

L-12

Sinker ( skilled )

day

4.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

10.00

input #VALUE!

L-14

Diver

day

0.75

input #VALUE!

L-07

hour

4.50

input #VALUE!

hour

3.75

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

#VALUE!

Consumables in sinking @ 10 per cent of (b)for dewatering @ of 5 per cent of Add (a+b), if required c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.13

D

Hard Rock ( 7m dia well ) Unit = Running Meter Taking output = 1 m Depth in Hard rock strata up to 3 m Rate of sinking = 0.17 m per hour. a)

Material Gelatine 80 per cent

Kg

Electric Detonators b)

7.00

input #VALUE! M-104

each

30.00

#VALUE! #VALUE!

day

1.60

input #VALUE!

Labour Mate

Page 37 of 346

M094/100 L-12

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Driller

day

2.00

Remark Cost Rs s/ Input ref. input #VALUE! L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

18.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

Diver

day

0.50

input #VALUE!

L-07

hour

6.00

input #VALUE!

hour

2.00

input #VALUE!

P&M075 P&M063

Description

c)

Rate Rs

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. @ 5 per cent of cost of Dewatering (b+c), if required. Consumables in sinking @ 10 per cent

#VALUE! #VALUE!

of (b). charges @ input on d) of cost Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! say #VALUE!

12.14 Sectio n 1200

Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter. Taking output = 1 m Diameter of well - 8 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a)

b)

Labour Mate

day

0.18

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.00

input #VALUE!

L-14

hour

4.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.14 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.20 m/hour a)

b)

Labour Mate

day

0.25

input #VALUE!

L-12

Sinker

day

1.75

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.50

input #VALUE!

L-14

hour

5.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.14 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter 12th m

Page 38 of 346

5%

#VALUE!

5%

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m (iv) a b

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Avg Rate per metre (v) a b

#VALUE!

#VALUE!

#VALUE!

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

#VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.14

Remark Cost Rs s/ Input ref.

#VALUE!

Total Cost from 20m upto 30m 12.14 A

Rate Rs

#VALUE!

Avg Rate per metre 12.14 A

Quantity

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil ( 8m dia. Well ) Unit = Running Meter. Taking output = 1 meter

(i)

Depth from bed level upto 3.0 M Rate of sinking @ 0.18 m/hour a)

b)

Labour Mate

day

0.22

input #VALUE!

L-12

Sinker ( skilled )

day

2.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

hour

3.50

input #VALUE!

L-14

5.50

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) Page 39 of 346

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 12.14 B

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.17 m/hour a)

b)

Labour Mate

day

0.32

input #VALUE!

L-12

Sinker

day

2.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.50

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

3.50

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.14 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.14 B

(iv) a b c

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.14 B

#VALUE!

Beyond 30m upto 40 m Page 40 of 346

Ref. to Sr No MoRT H Spec.

Description a b c

Unit

Quantity

Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

Total Cost from 30m upto 40m Avg Rate per metre C

Remark Cost Rs s/ Input ref.

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

including supports, loading arrangement and Labour).

12.14

Rate Rs

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock ( 8m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.20 m/hour a)

b)

Labour Mate

day

0.68

input #VALUE!

L-12

Sinker ( skilled )

day

4.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

12.00

input #VALUE!

L-14

Diver

day

1.00

input #VALUE!

L-07

hour

5.00

input #VALUE!

hour

3.75

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

Consumables in sinking @ 10 per cent of (b)for dewatering @ of 5 per cent of Add (a+b), if required c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.14

D

Hard Rock ( 8m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.17 m/hour a)

Material Gelatine 80 per cent

Kg

Electric Detonators b)

c)

8.00

input #VALUE! M-104

each

32.00

#VALUE! #VALUE!

Mate

day

1.09

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

20.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

hour

6.00

input #VALUE!

hour

2.00

input #VALUE!

P&M075 P&M063

Labour

M094/100

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Page 41 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Dewatering @ 5 per cent of cost of (b+c), if required. Consumables in sinking @ 10 per cent

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

of (b). charges @ input on d) of cost Overhead (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! say #VALUE!

12.15 Sectio n 1200

Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter. Taking output = 1 m Diameter of well - 9 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a)

b)

Labour Mate

day

0.19

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.25

input #VALUE!

L-14

hour

4.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.18 m/hour a)

b)

Labour Mate

day

0.27

input #VALUE!

L-12

Sinker

day

1.75

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.00

input #VALUE!

L-14

hour

5.50

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre

#VALUE! #VALUE!

Page 42 of 346

Ref. to Sr No MoRT H 12.15 Spec. A

Description (iv) a b

Unit

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Avg Rate per metre (v) a b

#VALUE!

#VALUE!

#VALUE!

#VALUE!

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

Remark Cost Rs s/ Input ref.

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.15

Rate Rs

Beyond 20m upto 30 m

Total Cost from 20m upto 30m 12.15 A

Quantity

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil ( 9m dia. Well ) Unit = Running Meter. Taking output = 1 cum

(i)

Depth below bed level upto 3.0 M Rate of sinking 0.17 m / hour a)

b)

Labour Mate

day

0.24

input #VALUE!

L-12

Sinker ( skilled )

day

2.25

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.75

input #VALUE!

L-14

hour

5.75

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15 B

(ii)

Beyond 3m upto 10m depth Rate of sinking 0.15 m / hour a)

b)

Labour Mate

day

0.34

input #VALUE!

L-12

Sinker

day

2.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

5.00

input #VALUE!

L-14

Machinery

Page 43 of 346

Ref. to Sr No MoRT H Spec.

Description Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Unit

Quantity

hour

6.50

hour

3.75

Remark Cost Rs s/ Input ref. input #VALUE! P&M075 input #VALUE! P&M063 #VALUE!

Rate Rs

#VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.15 B

(iv) a b c

a b c

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.15 B

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meterof cost for dewatering, if Add 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Page 44 of 346

Ref. to Sr No MoRT H Spec.

Unit

Quantity

35th m

10%

#VALUE!

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

Description

Total Cost from 30m upto 40m Avg Rate per metre 12.15

C

Rate Rs

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock ( 9m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata up to 3m Rate of sinking 0.15 m / hour a)

b)

Labour Mate

day

0.76

input #VALUE!

L-12

Sinker ( skilled )

day

4.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

14.00

input #VALUE!

L-14

Diver

day

1.20

input #VALUE!

L-07

hour

6.50

input #VALUE!

hour

4.00

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

#VALUE!

Consumables in sinking @ 10 per cent of (b)for dewatering @ of 5 per cent of Add (a+b), if required c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.15

D

Hard Rock ( 9m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.15 m / hour a)

Material Gelatine 80 per cent

Kg

10.00

each

40.00

#VALUE! #VALUE!

Mate

day

1.17

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

22.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

Diver

day

1.00

input #VALUE!

L-07

hour

7.00

input #VALUE!

hour

2.50

input #VALUE!

P&M075 P&M063

Electric Detonators b)

c)

input #VALUE! M-104

Labour

M094/100

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. @ 5 per cent of cost of Dewatering (b+c), if required. Consumables in sinking @ 10 per cent

of (b). charges @ input on d) of cost Overhead (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Page 45 of 346

Ref. to Sr No MoRT H 12.16 Spec. 1200

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.20

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

3.50

input #VALUE!

L-14

hour

5.00

input #VALUE!

P&M075

Sinking of 10 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter Taking output = 1 m Diameter of well - 10 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking 0.20 m / hour a)

b)

Labour

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.16 A

(ii)

Beyond 3m upto 10m depth Rate of sinking 0.17 m / hour a)

b)

Labour Mate

day

0.31

input #VALUE!

L-12

Sinker

day

2.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

4.25

input #VALUE!

L-14

hour

5.75

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.16 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.16 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

Page 46 of 346

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.16 A

(v) a b

#VALUE!

#VALUE!

#VALUE!

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

#VALUE!

Remark Cost Rs s/ Input ref.

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.16

Rate Rs

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil (10m dia. Well ) Unit = Running Meter Taking output = 1 cum

(i)

Depth below bed level upto 3.0 M Rate of sinking 0.18m/hour. a)

b)

Labour Mate

day

0.25

input #VALUE!

L-12

Sinker ( skilled )

day

2.50

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

5.50

input #VALUE!

L-14

hour

6.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.16 B

(ii)

Beyond 3m upto 10m depth Rate of sinking 0.15m/hour. a)

b)

Labour Mate

day

0.40

input #VALUE!

L-12

Sinker

day

3.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

5.50

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

4.00

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) Page 47 of 346

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

d) Contractor's profit @ input on (a+b+c) Rate per metre = (a+b+c+d)

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 12.16 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Total Cost from 10m upto 20m Avg Rate per metre 12.16 B

(iv) a b c

a b c

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.16 B

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meterof cost for dewatering, if Add 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Page 48 of 346

Ref. to Sr No MoRT H Spec.

Description 40th m

Unit

Quantity

10%

#VALUE!

Total Cost from 30m upto 40m Avg Rate per metre 12.16

C

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

Rate Rs

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking 0.14m/hour. a)

b)

Labour Mate

day

0.86

input #VALUE!

L-12

Sinker ( skilled )

day

4.00

input #VALUE!

L-15

Sinking helper ( semi-skilled )

day

16.00

input #VALUE!

L-14

Diver

day

1.40

input #VALUE!

L-07

hour

7.00

input #VALUE!

hour

4.25

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

#VALUE!

Consumables in sinking @ 10 per cent of (b)for dewatering @ 5 per cent of Add

#VALUE!

if required c) cost, Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.16

D

Hard Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.12 m/ hour. a)

Material Gelatine 80 per cent Electric Detonators

b)

c)

Kg

11.00

each.

44.00

#VALUE! #VALUE!

input #VALUE! M-104

Labour Mate

day

1.27

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

24.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

hour

8.50

input #VALUE!

hour

3.00

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required. Consumables in sinking @ 10 per cent

of cost of (b+c). d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.17

1200

Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter Taking output = 0.50 m Diameter of well - 11 m. A

M094/100

Sandy Soil Page 49 of 346

Ref. to Sr No MoRT H Spec.

Description (i)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.21

input #VALUE!

L-12

Sinker ( skilled )

day

1.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

3.30

input #VALUE!

L-14

hour

6.00

input #VALUE!

P&M075

Depth from bed level upto 3.0 M Rate of sinking @ 0.15 m/hour a)

b)

Labour

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent d) of (b) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) Cost for 0.5m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.17 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.13 m/hour a)

b)

Labour Mate

day

0.32

input #VALUE!

L-12

Sinker

day

2.00

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.50

input #VALUE!

L-14

hour

4.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @10 per cent of Consumables c) (b)Overhead charges @ input on (a+b+c) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c+d) Cost for 0.5m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.17 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.17 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

Page 50 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.17 A

(v) a b

#VALUE!

#VALUE!

#VALUE!

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

#VALUE!

Remark Cost Rs s/ Input ref.

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.17

Rate Rs

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil (11 m dia. Well ) Unit = Running Meter Taking output = 0.50 meter

(i)

Depth from bed level upto 3.0 M Rate of sinking @ 0.10 m/hour a)

b)

Labour Mate

day

0.26

input #VALUE!

L-12

Sinker ( skilled )

day

2.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.00

input #VALUE!

L-14

hour

5.00

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.5m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.17 B

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.08 m/hour a)

b)

Labour Mate

day

0.43

input #VALUE!

L-12

Sinker

day

3.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

5.75

input #VALUE!

L-14

hour

6.00

input #VALUE!

hour

4.25

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 0.5m = a+b+c+d Rate per metre = (a+b+c+d)/0.50

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.17 B

(iii) a

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Page 51 of 346

Ref. to Sr No MoRT H Spec.

Description b

Unit

Add for dewatering @ 5 per cent of cost, if required.

11th m

5%

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Avg Rate per metre (iv) a b c

a b c

#VALUE!

#VALUE!

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.17

C

Remark Cost Rs s/ Input ref.

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.17 B

Rate Rs

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

Total Cost from 10m upto 20m 12.17 B

Quantity

Soft Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Page 52 of 346

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate

day

0.95

input #VALUE!

L-12

Sinker ( skilled )

day

4.25

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

18.00

input #VALUE!

L-14

Diver

day

1.50

input #VALUE!

L-07

hour

8.00

input #VALUE!

hour

4.50

input #VALUE!

P&M075 P&M063

Depth in soft rock strata upto 3m Rate of sinking @ 0.06 m/hour a)

b)

Labour

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b)for dewatering @ 5 per cent of Add

#VALUE! #VALUE!

if required c) cost, Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 0.5m = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.17

D

Hard Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Depth in hard rock upto 3 m Rate of sinking @ 0.05 m/hour a)

Material Gelatine 80 per cent Electric Detonators

b)

c)

Kg

12.00

each.

48.00

#VALUE! #VALUE!

input #VALUE! M-104

Labour

M094/100

Mate

day

1.35

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

26.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.00

input #VALUE!

L-15

hour

10.00

input #VALUE!

hour

3.50

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required. Consumables in sinking @ 10 per cent

#VALUE! #VALUE!

of cost of (b+c). d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 0.5m = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/0.50

#VALUE! say #VALUE!

12.18

1200

Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter Taking output = 0.25 m Diameter of well - 12 m. A (i)

Sandy Soil I) Depth below bed level upto 3.0 M Rate of sinking @ 0.05 m/hour a)

Labour Mate

day Page 53 of 346

0.22

input #VALUE!

L-12

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Sinker ( skilled )

day

1.75

Remark Cost Rs s/ Input ref. input #VALUE! L-15

Sinking helper (semi-skilled)

day

4.00

input #VALUE!

L-14

hour

6.00

input #VALUE!

P&M075

Description

b)

Rate Rs

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.038 m/hour a)

b)

Labour Mate

day

0.37

input #VALUE!

L-12

Sinker

day

2.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.75

input #VALUE!

L-14

hour

6.50

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.18 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre

Page 54 of 346

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Ref. to Sr No MoRT H 12.18 Spec. A

Description (v) a b

Unit

10%

#VALUE!

Including 20% for Kentledge #VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

Rate Rs

Remark Cost Rs s/ Input ref.

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the Addprevious 20 per meter cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Total Cost from 30m upto 40m 12.18

Quantity

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Clayey Soil (12 m dia. Well ) Unit = Running Meter. Taking output = 0.25 meter.

(i)

Depth below bed level upto 3.0 M Rate of sinking @ 0.04 m/hour a)

b)

Labour Mate

day

0.30

input #VALUE!

L-12

Sinker ( skilled )

day

3.00

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.50

input #VALUE!

L-14

hour

6.25

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18 B

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.03 m/hour a)

b)

Labour Mate

day

0.48

input #VALUE!

L-12

Sinker

day

3.75

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

6.00

input #VALUE!

L-14

hour

8.33

input #VALUE!

hour

4.50

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

Page 55 of 346

Including for dewatering @ 5% of cost, if

Ref. to Sr No MoRT H Spec.

Description

Unit 5%

#VALUE!

#VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

16th m

5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Avg Rate per metre (iv) a b c

a b c

#VALUE!

#VALUE!

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.18

C

Remark Cost Rs s/ Input ref.

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.18 B

Rate Rs

11th m

Total Cost from 10m upto 20m 12.18 B

Quantity

Soft Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m Depth in soft rock strata upto 3m Rate of sinking @ 0.025 m/hour a)

Labour Page 56 of 346

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Unit

Quantity

Mate

day

1.06

Remark Cost Rs s/ Input ref. input #VALUE! L-12

Sinker ( skilled )

day

4.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

20.00

input #VALUE!

L-14

Diver

day

1.75

input #VALUE!

L-07

hour

10.00

input #VALUE!

hour

4.75

input #VALUE!

P&M075 P&M063

Description

b)

Rate Rs

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)for dewatering @ 5 per cent, if Add

#VALUE! #VALUE!

c) required Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE!

(a+b+c) Cost for 0.25m = a+b+c+d

#VALUE!

#VALUE!

Rate per metre = (a+b+c+d)/0.25

#VALUE! say #VALUE!

12.18

D

Hard Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m

(i)

Depth in hard rock strata upto 3 m Rate of sinking @ 0.020 m/hour a)

Material Gelatine80 per cent Electric detonator

b)

c)

Kg

14.00

each.

56.00

#VALUE! #VALUE!

input #VALUE! M-104

Labour

M094/100

Mate

day

1.44

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

28.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.50

input #VALUE!

L-15

hour

12.50

input #VALUE!

hour

4.00

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent, if required.

#VALUE!

Consumables in sinking @ 10 per cent d) of (c). Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 0.25m = a+b+c+d+e

#VALUE!

#VALUE! #VALUE!

Rate per metre = (a+b+c+d+e)/0.25

#VALUE! say #VALUE!

12.19

1200

Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is Unit = Running Meter Taking output = 1 m Dimensions of well. Overall length = 12 m Overall width = 6 m A

Sandy Soil

(i)

Depth from bed level upto 3.0 M Rate of sinking @ 0.18 m/hour a)

Labour Mate

day

0.20

input #VALUE!

L-12

Sinker ( skilled )

day

1.25

input #VALUE!

L-15

Page 57 of 346

Ref. to Sr No MoRT H Spec.

Description Sinking helper (semi-skilled) b)

Unit

Quantity

day

3.75

Remark Cost Rs s/ Input ref. input #VALUE! L-14

hour

5.50

input #VALUE!

Rate Rs

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

P&M075

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19 A

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.17 m/hour a)

b)

Labour Mate

day

0.30

input #VALUE!

L-12

Sinker

day

1.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.00

input #VALUE!

L-14

hour

5.88

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of c) (b)Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous 11th m meter

5%

#VALUE!

12th m

5%

#VALUE!

13th m

5%

#VALUE!

14th m

5%

#VALUE!

15th m

5%

#VALUE!

16th m

5%

#VALUE!

17th m

5%

#VALUE!

18th m

5%

#VALUE!

19th m

5%

#VALUE!

20th m

5%

#VALUE!

Total Cost from 10m upto 20m

#VALUE!

Avg Rate per metre 12.19 A

(iv) a b

#VALUE!

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous Add 20 per meter cent of cost for Kentledge including supports, loading arrangement and 21st Labour. m

7.5%

#VALUE!

Including 20% for Kentledge #VALUE!

22nd m

7.5%

#VALUE!

#VALUE!

23rd m

7.5%

#VALUE!

#VALUE!

24th m

7.5%

#VALUE!

#VALUE!

25th m

7.5%

#VALUE!

#VALUE!

26th m

7.5%

#VALUE!

#VALUE!

27th m

7.5%

#VALUE!

#VALUE!

28th m

7.5%

#VALUE!

#VALUE!

29th m

7.5%

#VALUE!

#VALUE!

30th m

7.5%

#VALUE!

#VALUE!

Total Cost from 20m upto 30m Avg Rate per metre 12.19 A

(v) a

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Page 58 of 346

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Ref. to Sr No MoRT H Spec.

Description b

Add 20 per cent of cost for Kentledge including supports, loading arrangement, and 31st Labour m etc.

Unit

10%

#VALUE!

32nd

10%

#VALUE!

#VALUE!

33rd m

10%

#VALUE!

#VALUE!

34th m

10%

#VALUE!

#VALUE!

35th m

10%

#VALUE!

#VALUE!

36th m

10%

#VALUE!

#VALUE!

37th m

10%

#VALUE!

#VALUE!

38th m

10%

#VALUE!

#VALUE!

39th m

10%

#VALUE!

#VALUE!

40th m

10%

#VALUE!

#VALUE!

Avg Rate per metre B

Rate Rs Including 20% for Kentledge #VALUE!

Total Cost from 30m upto 40m 12.19

Quantity

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Remark Cost Rs s/ Input ref.

Clayey Soil (Twin D Type Well ) Unit = Running Meter Taking output = 1 meter

(i)

Depth below bed level upto 3.0 M Rate of sinking @ 0.16 m/hour a)

b)

Labour Mate

day

0.26

input #VALUE!

L-12

Sinker ( skilled )

day

2.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

4.00

input #VALUE!

L-14

hour

6.25

input #VALUE!

P&M075

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. in sinking @ 10 per cent Consumables (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19 B

(ii)

Beyond 3m upto 10m depth Rate of sinking @ 0.15 m/hour a)

b)

Labour Mate

day

0.45

input #VALUE!

L-12

Sinker

day

3.25

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

6.00

input #VALUE!

L-14

hour

6.67

input #VALUE!

hour

4.50

input #VALUE!

P&M075 P&M063

Machinery

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent (b) c) of Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter @ 5 per cent of cost, if Add for dewatering required.

11th m

5%

Including for dewatering @ 5% of cost, if #VALUE! #VALUE!

12th m

5%

#VALUE!

#VALUE!

13th m

5%

#VALUE!

#VALUE!

14th m

5%

#VALUE!

#VALUE!

15th m

5%

#VALUE!

#VALUE!

Page 59 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit 5%

#VALUE!

#VALUE!

17th m

5%

#VALUE!

#VALUE!

18th m

5%

#VALUE!

#VALUE!

19th m

5%

#VALUE!

#VALUE!

20th m

5%

#VALUE!

#VALUE!

Avg Rate per metre (iv) a b c

a b c

#VALUE!

#VALUE!

#VALUE!

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the meter Addprevious 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). 31st m

7.5%

#VALUE!

Including Including 25% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

7.5%

#VALUE!

#VALUE! #VALUE!

33rd m

7.5%

#VALUE!

#VALUE! #VALUE!

34th m

7.5%

#VALUE!

#VALUE! #VALUE!

35th m

7.5%

#VALUE!

#VALUE! #VALUE!

36th m

7.5%

#VALUE!

#VALUE! #VALUE!

37th m

7.5%

#VALUE!

#VALUE! #VALUE!

38th m

7.5%

#VALUE!

#VALUE! #VALUE!

39th m

7.5%

#VALUE!

#VALUE! #VALUE!

40th m

7.5%

#VALUE!

#VALUE! #VALUE!

Avg Rate per metre (v)

#VALUE!

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the meterof cost for dewatering, if Addprevious 5 per cent required Add 20 per cent of cost for Kentledge

31st m

10%

#VALUE!

Including Including 20% for 5% for Kentledge dewaterin g, if required #VALUE! #VALUE!

32nd

10%

#VALUE!

#VALUE! #VALUE!

33rd m

10%

#VALUE!

#VALUE! #VALUE!

34th m

10%

#VALUE!

#VALUE! #VALUE!

35th m

10%

#VALUE!

#VALUE! #VALUE!

36th m

10%

#VALUE!

#VALUE! #VALUE!

37th m

10%

#VALUE!

#VALUE! #VALUE!

38th m

10%

#VALUE!

#VALUE! #VALUE!

39th m

10%

#VALUE!

#VALUE! #VALUE!

40th m

10%

#VALUE!

#VALUE! #VALUE!

including supports, loading arrangement and Labour).

Total Cost from 30m upto 40m Avg Rate per metre 12.19

C

Remark Cost Rs s/ Input ref.

Beyond 20m upto 30 m

Total Cost from 30m upto 40m 12.19 B

Rate Rs

16th m

Total Cost from 10m upto 20m 12.19 B

Quantity

#VALUE!

#VALUE! #VALUE!

#VALUE!

#VALUE! #VALUE!

Soft Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.12 m/hour a)

b)

Labour Mate

day

0.86

input #VALUE!

L-12

Sinker ( skilled )

day

4.50

input #VALUE!

L-15

Sinking helper (semi-skilled)

day

15.00

input #VALUE!

L-14

Diver

day

1.50

input #VALUE!

L-07

Machinery Page 60 of 346

Ref. to Sr No MoRT H Spec.

Description Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

Unit

Quantity

hour

8.33

hour

6.00

Consumables in sinking @ 10 per cent of (b)for dewatering @ 5 per cent, if Add

Remark Cost Rs s/ Input ref. input #VALUE! P&M075 input #VALUE! P&M#VALUE! 063

Rate Rs

#VALUE!

c) required Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate per metre = (a+b+c+d)

#VALUE! say #VALUE!

12.19

D

Hard Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.10 m/hour a)

b)

c)

Material Geletine80 per cent

Kg

10.00

Electric detonators

each.

40.00

#VALUE! #VALUE!

input #VALUE! M-104

Labour

M094/100

Mate

day

1.34

input #VALUE!

L-12

Driller

day

2.00

input #VALUE!

L-06

Blaster

day

0.25

input #VALUE!

L-03

Mazdoor

day

25.00

input #VALUE!

L-13

Mazdoor (Skilled)

day

4.25

input #VALUE!

L-15

hour

10.00

input #VALUE!

hour

3.00

input #VALUE!

P&M075 P&M063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost of (b+c), if required. Consumables in sinking @ 10 per cent

#VALUE! #VALUE!

d) of (b). Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c+d) Rate per metre = (a+b+c+d+e)

#VALUE! say #VALUE!

12.20

1200

Pneumatic sinking of wells with equipment of approved design, drawing and specifications worked by competent and trained personnel and comprising of compression and decompression chambers, reducers, two air locks separately for men and plant & materials, arrangement for supply of fresh air to working chambers, check valves, exhaust valves, shafts made from steel plates of riveted construction not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m wide landing plateforms with railing, arrangement for compression and decompression, electric lighting of 50 V maximum, proper rooms for rest Unit - 1 cum Taking output = 5 cum a)

Material M35 grade RCC corbel provided for supporting of equipment (Dimensions as per ground conditions). Rate may be adopted Item 12.8 (H) HYSD barvide reinforcement in corbel

Cum

8.00

tonne

0.48

Kg

1.50

each

6.00

#VALUE! #VALUE!

Item 12.8 (H)

input #VALUE! M-082

Blasting material Gelatine 80 per cent Electric detonators

Page 61 of 346

input #VALUE! M-104 #VALUE! #VALUE!

M094/100

Ref. to Sr No MoRT H Spec.

Description b)

c)

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Medical Officer

day

0.50

input #VALUE!

L-16

Para medical personnel

day

1.00

input #VALUE!

L-19

Mate

day

1.86

input #VALUE!

L-12

Driller

day

1.00

input #VALUE!

L-06

Blaster

day

0.50

input #VALUE!

L-03

Mazdoor (for cutting, blasting, cleaning, removal of Material etc.) Mazdoor (Skilled) (for fixation and removal of adopter for air lock, carrying out mechanical and electrical operations and repairs and other skilled jobs.) Diver

day

30.00

input #VALUE!

L-13

day

10.00

input #VALUE!

L-15

day

4.00

input #VALUE!

L-07

hour

6.00

input #VALUE!

P&M082

Labour

Machinery (i) Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking. Induction and deinduction

L.S

Erection at site and commissioning

L.S

Usage of plant and equipment for pneumatic method of well sinking Air compressor 250 cfm, 2 nos.

hour

Hire and running charges of crane of 15 tonne capacity Motorised barge of 20 tonne capacity

### ### 6.00

input #VALUE!

hour

2x6

input #VALUE!

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

Boat to carry atleast 20 persons

hour

6.00

input #VALUE!

Electric generating set 33 KVA

hour

6.00

input #VALUE!

Tipper 10 tonne capacity

hour

6.00

input #VALUE! #VALUE!

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

P&M038 P&M001 P&M072 P&M066 P&M066 P&M079 P&M048

#VALUE!

(a+b+c+d) Cost for 5 cum = a+b+c+d+e (see notes below)per cum = (a+b+c+d+e)/5 Rate Note 1.The cost of induction, deinduction and erection of equipment shall be divided by the total quantity of pneumatic sinking for all the wells of a particular bridge to arrive at the per cum rate on account thisofitem. 2.Cost of pneumatic sinking perof cum individual wells will be added to the cost indicated at (1) above to arrive at the final rate ofcost pneumatic sinking per cum. 3.The of induction and deinduction will depend upon the distance involved for shifting of equipment which may be assessed in individual cases as per actual ground conditions at sinking the time makingon of a 4.In case pneumatic is of involved dry bed, the provision of barge and boat may be omitted.and dimensions of the 5.The necessity corbel will be as per actual ground conditions. 6.Small equipments like welding sets, pumps, vibrators, pneumatic tools, portable lamps, fire extinguishers, hose pipes etc., have not been included as the same are covered as sinking items ofshall minor under to 30 7.Depth of be T&P restricted 12.21

1207

m. Sand Filling in Wells complete as per Drawing and Technical Specifications. Unit = 1 cum Taking output = 1 cum a)

Material Sand (assuming 20 per cent voids )

b)

cum

1.20

input #VALUE! M-006

Mate

day

0.01

input #VALUE!

L-12

Mazdoor

day

0.30

input #VALUE!

L-13

Labour

c) Overhead charges @ input on (a+b) Page 62 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

d) Contractor's profit @ input on (a+b+c) Rate per cum (a+b+c+d)

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 12.22

1200 & 1900

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. Unit = 1 MT Taking output = 1 MT a)

Material tonne

1.05

input #VALUE! M-179

Mate

day

1.24

input #VALUE!

L-12

Fitter

day

6.00

input #VALUE!

L-08

Blacksmith

day

5.00

input #VALUE!

L-01

Welder

day

5.00

input #VALUE!

L-02

Mazdoor

day

10.00

input #VALUE!

L-13

i) Structural steel including 5 per cent b) wastage Labour

#VALUE!

Electrodes, cutting gas and other consumables @ 5 per cent on cost a (a) above. c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

#VALUE! #VALUE!

(a+b+c) Rate for per MT (a+b+c+d)

#VALUE! say #VALUE!

12.23

1100 & 1700

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with Pile diameter-750 mm all lifts and lead Unit = meter Taking output = 15 m a)

Materials PCC Grade M35

cum

6.62

#VALUE! #VALUE!

Item 12.11 (C) iv

construction ) Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another. Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump Loader I cum bucket capacity.

hour

6.00

input #VALUE!

P&M036

hour

0.50

input #VALUE!

P&M013

hour

6.00

hour

0.30

Rate included in piling rig #VALUE! input

Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite

hour

0.30

input #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b) Machinery( for boring and

c)

kg

300.00

048 input #VALUE! M-071

Labour Mate/Supervisor

day

0.14

input #VALUE!

L-12

Mazdoor

day

3.50

input #VALUE!

L-13

d) Overhead charges @ input on (b+c) e) Contractor's profit @ input on

#VALUE!

(b+c+d) Cost for 15 m = a+b+c+d+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! #VALUE! say #VALUE!

12.24 1100, 1600 & 1700

P&M017 P&M-

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with Pile diameter-1000 mmall lifts and lead

Page 63 of 346

Ref. to Sr No MoRT H Spec.

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

cum

7.85

#VALUE! #VALUE!

Item 12.11 (C) iv

construction ) Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another. Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump Loader I cum bucket capacity.

hour

6.00

input #VALUE!

P&M036

hour

0.50

input #VALUE!

P&M013

hour

6.00

hour

0.40

Rate included in piling rig #VALUE! input

Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite

hour

0.40

input #VALUE!

Unit = meter Taking output = 10 m a)

Materials PCC Grade M35

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C to ) (IV) Concrete be cast with a tremie pipe 200mm dia. b) Machinery( for boring and

c)

kg

350.00

P&M017 P&M-

048 input #VALUE! M-071

Labour Mate/Supervisor

day

0.16

input #VALUE!

L-12

Mazdoor

day

4.00

input #VALUE!

L-13

d) Overhead charges @ input on (b+c) e) Contractor's profit @ input on

#VALUE!

(b+c+d) Cost for 10 m = a+b+c+d+d+e

#VALUE!

#VALUE!

Rate per metre (a+b+c+d+e)/10

#VALUE! say #VALUE!

12.25

1100 & 1700

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with Pile diameter-1200 mmall lifts and lead Unit = meter Taking output = 9 m a)

Materials PCC Grade M35

cum

10.17

#VALUE! #VALUE!

Item 12.11 (C) iv

construction ) Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another. Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump Loader I cum bucket capacity.

hour

6.00

input #VALUE!

P&M036

hour

0.50

input #VALUE!

P&M013

hour

6.00

hour

0.50

Rate included in piling rig #VALUE! input

Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite

hour

0.50

input #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b) Machinery( for boring and

c)

kg

385.00

P&M017 P&M-

048 input #VALUE! M-071

Labour Mate/Supervisor

day

0.18

input #VALUE!

L-12

Mazdoor

day

4.50

input #VALUE!

L-13

d) Overhead charges @ input on (b+c) e) Contractor's profit @ input on

#VALUE!

(b+c+d) Cost for 9 m = a+b+c+d+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/9

#VALUE! #VALUE! say #VALUE!

Page 64 of 346

Ref. to Sr No MoRT H 12.26 Spec. 1100 & 1700

Description

Unit

Quantity

cum

17.66

Rate Rs

Remark Cost Rs s/ Input ref.

Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 750 mm Unit = Running meter Taking output = 40 metre a)

Materials PCC Grade M35

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) b) Materials Pile shoes

Item 12.11 (C) iv

i) C.I. shoes for the pile

Kg

160.00

input #VALUE! M-080

ii) M.S. clamps for shoe @ 35 Kg per pile of m helmet and cushion block on iii) 15 Steel

Kg

70.00

input #VALUE! M-124

Kg

50.00

input #VALUE! M-173

top of casing head during driving c) Machinery hour

6.00

input #VALUE!

P&M085

hour

0.50

input #VALUE!

P&M070

Mate/Supervisor

day

0.12

input #VALUE!

L-12

Mazdoor

day

3.00

input #VALUE!

L-13

Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories.. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling casing. d) steel Labour

e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 40 m = a+b+c+d+e

#VALUE!

#VALUE!

Rate per metre (a+b+c+d+e)/40

#VALUE! s

12.27

1100 & 1700

say #VALUE!

Note 1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate case analysis. 2.In steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 1000 mm Unit = Running meter Taking output = 30 metre a)

Materials PCC Grade M35

cum

23.55

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Pile shoes b) Materials

Item 12.11 (C) iv

i) C.I. shoes for the pile

Kg

160.00

input #VALUE! M-080

ii) M.S. clamps for shoe @ 35 Kg per pile of m helmet and cushion block on iii) 15 Steel

Kg

70.00

input #VALUE! M-124

Kg

50.00

input #VALUE! M-173

top of casing head during driving c) Machinery Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling steel casing. Page 65 of 346

hour

6.00

input #VALUE!

P&M085

hour

0.50

input #VALUE!

P&M070

Ref. to Sr No MoRT H Spec.

Remark Cost Rs s/ Input ref. input #VALUE! P&M013

Description

Unit

Quantity

Rate Rs

Hire and running charges for light crane for lowering reinforcement cage. d) Labour

hour

0.50

Mate/Supervisor

day

0.16

input #VALUE!

L-12

Mazdoor

day

4.00

input #VALUE!

L-13

e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 30 m = a+b+c+d+e

#VALUE!

#VALUE!

Rate per metre (a+b+c+d+e)/30

#VALUE! say #VALUE!

12.28

1100 & 1700

Note 1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate case analysis. 2.In steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 1200 mm Unit = Running meter Taking output = 20 metre a)

Materials PCC Grade M35

cum

22.61

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11(Materials C ) (IV) Pile shoes b)

Item 12.11 (C) iv

i) C.I. shoes for the pile

Kg

160.00

input #VALUE! M-080

ii) M.S. clamps for shoe @ 35 Kg per pile of m helmet on top of casing head iii) 15 Steel

Kg

70.00

input #VALUE! M-124

Kg

50.00

input #VALUE! M-173

driving c) during Machinery hour

6.00

input #VALUE!

P&M085

hour

0.50

input #VALUE!

P&M070

Mate/Supervisor

day

0.18

input #VALUE!

L-12

Mazdoor

day

4.50

input #VALUE!

L-13

Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling casing. d) steel Labour

e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 20 m = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/20

#VALUE! #VALUE! say #VALUE!

12.29

1100 & 1700

Note 1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate case analysis. 2.In steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 500 mm Unit = Running Meter

Page 66 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

cum

11.78

Rate Rs

Remark Cost Rs s/ Input ref.

Taking output = 60 m a)

Materials RCC Grade M35

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

Item 12.11 (F) iv

a) C.I Shoes

Kg

240.00

input #VALUE! M-080

b) M.S. shoes

Kg

105.00

input #VALUE! M-125

Kg

30.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane20 t capacity Vibrating Pile driving hammer complete with power unit and accessories. d) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M073 P&M092

Mate/Supervisor

day

0.12

input #VALUE!

L-12

Mazdoor

day

3.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 60 m = a+b+c+d+e+f

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e+f)/60

#VALUE! say #VALUE!

12.30

1100 & 1700

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 750 mm Unit = Running Meter Taking output = 50 m a)

Materials RCC Grade M35

cum

22.08

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

Item 12.11 (F) iv

a) C.I. shoes

Kg

160.00

input #VALUE! M-080

b) M.S. shoes

Kg

70.00

input #VALUE! M-125

Kg

40.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 40 T capacity Vibrating Pile driving hammer complete with power unit and accessories. d) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M074 P&M092

Mate/Supervisor

day

0.16

input #VALUE!

L-12

Mazdoor

day

4.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 50 m = a+b+c+d+e+f

#VALUE!

Rate per metre (a+b+c+d+e+f)/50

#VALUE! #VALUE! #VALUE! say #VALUE!

Page 67 of 346

Ref. to Sr No MoRT H Spec.

12.31

1100 & 1700

Description

Unit

Quantity

cum

31.40

Rate Rs

Remark Cost Rs s/ Input ref.

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 1000 mm Unit = Running Meter Taking output = 40 m a)

Materials RCC Grade M35

#VALUE! #VALUE!

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

Item 12.11 (F) iv

a) C.I. shoes for the pile

Kg

160.00

input #VALUE! M-080

b) M.S. shoes @ 35 Kg per pile of 15 m

Kg

70.00

input #VALUE! M-125

Kg

50.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 50 t capacity. Vibrating Pile driving hammer complete with power unit and accessories. d) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M011 P&M092

Mate/Supervisor

day

0.20

input #VALUE!

L-12

Mazdoor

day

5.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 40 m = a+b+c+d+e+f

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e+f)/40

#VALUE! say #VALUE!

12.32

1100 &170 0

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 300 mm x 300 mm Unit = Running Meter Taking output = 60 m a)

Materials

RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

cum

5.40

#VALUE! #VALUE!

Item 12.11 (F) iv

a) C I shoes

kg

240.00

input #VALUE! M-080

b) M. S shoes

kg

105.00

input #VALUE! M-125

Kg

30.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 10 tonne capacity Vibrating Pile driving hammer complete with power unit and accessories. d ) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M071 P&M092

Mate/Supervisor

day

0.12

input #VALUE!

L-12

Mazdoor

day

3.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. Page 68 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

(b+c+d+e) Cost for 60 m = a+b+c+d+e+f

#VALUE!

Rate per metre (a+b+c+d+e+f)/60

#VALUE! say #VALUE!

12.33

1100 &170 0

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 500 mm x 500 mm Unit = Running Meter Taking output = 50 m a)

Materials

RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F )Pile (IV) shoes b ) Material

cum

12.50

#VALUE! #VALUE!

Item 12.11 (F) iv

a) C I shoes

kg

160.00

input #VALUE! M-080

b) M. S shoes

kg

70.00

input #VALUE! M-125

Kg

30.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 20 tonne capacity Vibrating Pile driving hammer complete with power unit and accessories. d ) Labour

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M073 P&M092

Mate/Supervisor

day

0.16

input #VALUE!

L-12

Mazdoor

day

4.00

input #VALUE!

L-13

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 50 m = a+b+c+d+e+f

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e+f)/50

#VALUE! say #VALUE!

12.34

1100 &170 0

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 750 mm x 750 mm Unit = Running Meter Taking output = 40 m a)

Materials

RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 13.11( F ) (IV) b ) Material

cum

22.50

#VALUE! #VALUE!

Item 12.11 (F) iv

Pile shoes a) C I shoes

kg

160.00

input #VALUE! M-080

b) M. S shoes

kg

70.00

input #VALUE! M-125

Kg

30.00

input #VALUE! M-173

c) Steel helmet and cushion block on top of pile head during driving. c) Machinery Crane 20 tonne capacity

hour

6.00

input #VALUE!

Vibrating Pile driving hammer complete with power unit and accessories.

hour

6.00

input #VALUE!

Page 69 of 346

P&M073 P&M092

Ref. to Sr No MoRT H Spec.

Description

Rate Rs

Remark Cost Rs s/ Input ref.

Unit

Quantity

Mate/Supervisor

day

0.18

input #VALUE!

L-12

Mazdoor

day

4.50

input #VALUE!

L-13

d ) Labour

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other during installation. e) imponderables Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on

#VALUE!

(b+c+d+e) Cost for 40 m = a+b+c+d+e+f

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e+f)/40

#VALUE! say #VALUE!

12.35 1100, 1900

Note The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven Vertical Steel Piles complete as per Drawing and & Technical Specification Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 70 m a)

Materials

Structural steel including 5 per cent wastage @ 82.20 kg/m b) Machinery Crane 10 T capacity Vibrating Pile driving hammer complete with power unit and other accessories. c) Labour

tonnes

6.04

input #VALUE! M-179

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M071 P&M092

Mate/Supervisor

day

0.12

input #VALUE!

L-12

Mazdoor

day

3.00

input #VALUE!

L-13

Add 0.5 per cent of (a+b+c) for providing steel helmet on top of pile head during driving, stacking of piles at site, providing anti-corrosion treatment other imponderables d) and Overhead charges @ during input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 70 m = a+b+c+d+e

#VALUE!

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/70

#VALUE! say #VALUE!

12.36

1100 &190 0

Driven Vertical Steel Piles complete as per Drawing and & Technical Specification Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 60 m a)

Materials

Structural steel including 5 per cent wastage @92.50 kg/m b) Machinery Crane 10 T capacity Vibrating Pile driving hammer complete with power unit and accessories. c) Labour

tonnes

5.83

input #VALUE! M-179

hour

6.00

input #VALUE!

hour

6.00

input #VALUE!

P&M071 P&M092

Mate/Supervisor

day

0.14

input #VALUE!

L-12

Mazdoor

day

3.50

input #VALUE!

L-13

Add 0.5 per cent of (a+b+c) for providing steel helmet and cushion block on top of pile head during driving, stacking of piles at site, providing anticorrosive treatment and other during installation. d) imponderables Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) Page 70 of 346

#VALUE!

#VALUE! #VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Cost for 60 m = a+b+c+d+e Rate per metre (a+b+c+d+e)/60

Remark Cost Rs s/ Input ref. #VALUE! #VALUE!

say #VALUE! 12.37

1100

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Unit = 1 MT Taking output = 1 MT

12.38 1100, 1500 &170 0

a) Initial and routine load test

tonne

1.00

300.00

b) Lateral load test

tonne

1.00

5000.00

Note Although, this item is incidental to work and is not required to be included in BOQ of contract, the same is required to be added in the estimate to assess cost of work. Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification A RCC Grade M20 Unit = cum Taking output = 15 cum (i)

Using Concrete Mixer a)

Material Cement

tonne

5.12

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor for concreting

day

20.00

input #VALUE!

L-13

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery

day

1.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator (capacity 33 KVA)

hour

6.00

input #VALUE!

P&M009 P&M-

b)

Labour

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

(ii) 12.38A

Using Batching Plant, Transit Mixer and Concrete Pump a) Material Cement

b)

tonne

5.12

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-004

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.16

input #VALUE!

L-12

Mason

day

0.38

input #VALUE!

L-10

Mazdoor for concreting

day

2.50

input #VALUE!

L-13

day

1.00

input #VALUE!

L-13

P&M002 P&M-

Labour

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery Batching Plant @ 20 cum/hour

hour

0.75

input #VALUE!

Generator 100 KVA

hour

0.75

input #VALUE!

Loader (capacity 1 cum)

hour

0.75

input #VALUE!

080 P&M017

input #VALUE!

P&M049

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km

hour

Page 71 of 346

2.00

Ref. to Sr No MoRT H Spec.

Description

Unit

Lead beyond 1 Km, L - lead in Kilometer tonne.k m

Concrete Pump

hour

Quantity 37.5L

0.75

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! Lead =input km & P&M050 input #VALUE! P&M#VALUE! 007

Rate Rs

#VALUE! #VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.38

Note The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching B RCC Grade plant. M25 Unit = cum Taking output = 15 cum (i)

Using Concrete Mixer a)

Material Cement

tonne

5.99

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor for concreting

day

20.00

input #VALUE!

L-13

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery

day

1.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator (capacity 33 KVA)

hour

6.00

input #VALUE!

P&M009 P&M-

b)

Labour

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.38B

(ii)

Using Batching Plant, Transit Mixer and Concrete Pump a) Material Cement

b)

tonne

5.99

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-004

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.16

input #VALUE!

L-12

Mason

day

0.38

input #VALUE!

L-10

Mazdoor for concreting

day

2.50

input #VALUE!

L-13

day

1.00

input #VALUE!

L-13

P&M002 P&M-

Labour

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery Batching Plant @ 20 cum/hour

hour

0.75

input #VALUE!

Generator 125 KVA

hour

0.75

input #VALUE!

Loader (capacity 1 cum)

hour

0.75

input #VALUE!

018 P&M017

input #VALUE!

P&M049

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km

hour

Page 72 of 346

2.00

Ref. to Sr No MoRT H Spec.

Description

Unit

Lead beyond 1 Km, L - lead in Kilometer tonne.k m

Concrete Pump

hour

Quantity 37.5L

0.75

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! Lead =input km & P&M050 input #VALUE! P&M#VALUE! 007

Rate Rs

#VALUE! #VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.38

Note The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching C RCC Grade plant. M30 Unit = cum Taking output = 15 cum (i)

Using Concrete Mixer a)

Material Cement

tonne

6.10

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor for concreting

day

20.00

input #VALUE!

L-13

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery

day

1.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator (capacity 33 KVA)

hour

6.00

input #VALUE!

P&M009 P&M-

b)

Labour

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

(ii) '12.38 C

Using Batching Plant, Transit Mixer and Concrete Pump a) Material Cement

b)

tonne

6.10

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-004

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.16

input #VALUE!

L-12

Mason

day

0.38

input #VALUE!

L-10

Mazdoor for concreting

day

2.50

input #VALUE!

L-13

day

1.00

input #VALUE!

L-13

P&M002 P&M-

Labour

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery Batching Plant @ 20 cum/hour

hour

0.75

input #VALUE!

Generator 100 KVA

hour

0.75

input #VALUE!

Loader (capacity 1 cum)

hour

0.75

input #VALUE!

080 P&M017

input #VALUE!

P&M049

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km

hour

Page 73 of 346

2.00

Ref. to Sr No MoRT H Spec.

Description

Unit

Lead beyond 1 Km, L - lead in Kilometer tonne.k m

Concrete Pump

hour

Quantity 37.5L

0.75

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! Lead =input km & P&M050 input #VALUE! P&M#VALUE! 007

Rate Rs

#VALUE! #VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.38

Note The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching D RCC Grade plant. M35 Unit = cum Taking output = 15 cum (i)

Using Concrete Mixer a)

Material Cement

tonne

6.33

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.90

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor

day

20.00

input #VALUE!

L-13

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery

day

1.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator (capacity 33 KVA)

hour

6.00

input #VALUE!

P&M009 P&M-

b)

Labour

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges Machinery d) Labour Overhead @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE! #VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

(ii) '12.38 D

Using Batching Plant, Transit Mixer and Concrete Pump a) Material Cement

b)

tonne

6.33

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-004

20 mm Aggregate

cum

8.10

input #VALUE! M-053

10 mm Aggregate

cum

5.40

input #VALUE! M-051

Mate

day

0.16

input #VALUE!

L-12

Mason

day

0.38

input #VALUE!

L-10

Mazdoor for concreting

day

2.50

input #VALUE!

L-13

day

1.00

input #VALUE!

L-13

P&M002 P&M-

Labour

Mazdoor for breaking pile head, bending bars, cleaning etc. c) Machinery Batching Plant @ 20 cum/hour

hour

0.75

input #VALUE!

Generator 125 KVA

hour

0.75

input #VALUE!

Loader (capacity 1 cum)

hour

0.75

input #VALUE!

018 P&M017

input #VALUE!

P&M049

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km

hour

Page 74 of 346

2.00

Ref. to Sr No MoRT H Spec.

Description

Unit

Lead beyond 1 Km, L - lead in Kilometer tonne.k m

Concrete Pump

hour

Quantity 37.5L

0.75

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) and c) charges [email protected] input on d) Labour Overhead (a+b+c) e) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. input #VALUE! Lead =input km & P&M050 input #VALUE! P&M#VALUE! 007

Rate Rs

#VALUE! #VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.39

1100 &170 0

Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. Unit = cum Taking output = 15 cum a)

Material Cement

b)

c)

tonne

4.13

input #VALUE! M-081

Coarse sand

cum

6.75

input #VALUE! M-005

40 mm aggregate

cum

8.10

input #VALUE! M-055

20 mm Aggregate

cum

4.05

input #VALUE! M-053

10 mm Aggregate

cum

1.35

input #VALUE! M-051

Mate

day

0.86

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-10

Mazdoor

day

20.00

input #VALUE!

L-13

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

input #VALUE!

Generator 33 KVA

hour

6.00

input #VALUE!

P&M009 P&M-

Labour

Machinery

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on

#VALUE!

(a+b+c+d) Cost for 15 cum = a+b+c+d+e

#VALUE!

079

#VALUE!

Rate per metre (a+b+c+d+e)/15

#VALUE! say #VALUE!

12.40

1600

Supplying, Fitting and Placing uncoated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Unit = 1 MT Specifications. Taking output = 1 MT a)

Material HYSD bars including5 per cent overlaps and wastage Binding wire

b) Labour for cutting, bending, shifting to site, tying and placing in position Mate

tonne

1.05

input #VALUE! M-082

Kg

6.00

input #VALUE! M-072

day

0.40

input #VALUE!

L-12

Blacksmith

day

2.00

input #VALUE!

L-02

Mazdoor

day

6.00

input #VALUE!

L-13

#VALUE! #VALUE! #VALUE! say #VALUE! 12.41

1600

Supplying, fitting and placing uncoated Mild steel reinforcement complete in foundation as per drawing and technical Unit = 1 MT specification Taking output = 1 MT a)

Material Page 75 of 346

Ref. to Sr No MoRT H Spec.

Description MS bars including 5 per cent overlaps and wastage Binding wire b) Labour for straightening, cutting, bending, shifting to site, tying andMate placing in position

Unit

Quantity

tonne

1.05

Remark Cost Rs s/ Input ref. input #VALUE! M-126

Kg

6.00

input #VALUE! M-072

Rate Rs

day

0.43

input #VALUE!

L-12

Blacksmith

day

2.25

input #VALUE!

L-02

Mazdoor

day

6.50

input #VALUE!

L-13

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate for per MT (a+b+c+d)

#VALUE! #VALUE! #VALUE! say #VALUE!

Page 76 of 346

CHAPTER-13 SUB-STRUCTURE

Ref. to Sr No MoRT H 13.1 Spec. 1300 & 2200

Description

Unit

Quantity

each cum

500.00 0.24

Rate Rs

Remark Cost Rs s/ Input ref.

Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications Unit = cum Taking output = 1 cum a) Material Bricks Ist class Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) b) Labour Mate Mason Mazdoor Add for scaffolding @ 5 per cent of cost of material and labour c) Overhead charges @ input on d) Contractor's profit @ input on Rate per cum (a+b+c+d)

13.2 1300 & 2200

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications Unit = 10 sqm Taking output = 10 sqm a) Material Cement mortar 1:3 (Rate as in Item ) b) 12.6 Labour Mate Mason Mazdoor c) Overhead charges @ input on d) Contractor's profit @ input on Rate per 10 sqm (a+b+c+d)

Note 13.3 1300 & 2200

Scaffolding is already included in item 13.1 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications Unit = 10 sqm Taking output = 10 sqm a) Material Cement mortar 1:3 (Rate as in Item 12.6) b) Labour Mate Mason Mazdoor c) Overhead charges @ input on d) Contractor's profit @ input on Rate per 10 sqm (a+b+c+d)

Note

day day day

0.06 0.80 0.80

input #VALUE! M-079 #VALUE! #VALUE! Item 12.6 (A) input #VALUE! input #VALUE! input #VALUE! #VALUE!

L-12 L-11 L-13

#VALUE! #VALUE! #VALUE! say #VALUE!

cum

0.03

#VALUE! #VALUE!

day day day

0.04 0.50 0.50

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

cum

0.144

#VALUE! #VALUE!

day day day

0.04 0.50 0.50

input #VALUE! input #VALUE! input #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

cum No

1.00 7.00

input #VALUE! M-148 input #VALUE! M-182

cum

0.33

Item 12.6 (A) L-12 L-11 L-13

Item 12.6 (A) L-12 L-11 L-13

1.Scaffolding is already included in item no. 2.The number of masons and Mazdoors already catered in the cement mortar have been taken into account while providing these categories in brick masonry, pointing and plastering. Stone masonry work in cement mortar

13.4 1400 & 2200 A

1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 1 cum a) Material Stone Through and bond stone (7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) Page 1 of 346

#VALUE! #VALUE!

Item 12.6 (A)

Ref. to Sr No MoRT H Spec.

Description Labour Mate Mason Mazdoor Add for scaffolding @ 5 per cent of cost of a) Material and b) Labour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Unit

Quantity

day day day

0.10 1.20 1.20

Rate Rs

Remark Cost Rs s/ Input ref.

b)

input #VALUE! input #VALUE! input #VALUE! #VALUE!

L-12 L-11 L-13

#VALUE! #VALUE!

(a+b+c) Rate per cum (a+b+c+d)

#VALUE! say #VALUE!

13.4

B

Coursed rubble masonry (first sort ) Unit = cum Taking output = 1 cum a)

Material Stone

cum

1.10

input #VALUE! M-148

Through and bond stone

each

7.00

input #VALUE! M-182

cum

0.30

#VALUE! #VALUE!

Mate

day

0.12

input #VALUE!

L-12

Mason

day

1.50

input #VALUE!

L-11

Mazdoor

day

1.50

input #VALUE!

L-13

(7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) b) Labour

Add for scaffolding @ 5 per cent of cost of material and labour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on

Item 12.6 (A)

#VALUE! #VALUE! #VALUE!

(a+b+c) Rate per cum (a+b+c+d)

#VALUE! say #VALUE!

13.4

C

Ashlar masonry ( first sort ) Plain ashlar Unit = cum Taking output = 1 cum a)

Material Stone

cum

1.11

input #VALUE! M-169

Through and bond stone

each

7.00

input #VALUE! M-182

cum

0.33

#VALUE! #VALUE!

Mate

day

0.20

input #VALUE!

L-12

Mason

day

2.50

input #VALUE!

L-11

Mazdoor

day

2.50

input #VALUE!

L-13

(7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) b) Labour for masonry work

Add for scaffolding @ 5 per cent of cost of a) Material and b) Labour c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per cum (a+b+c+d)

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note

The labour already considered in the cement mortar have been taken into account while providing these categories in the stone masonry works. Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Unit = cum

13.5 1500, 1700 & 2200

Taking output = 1 cum A

PCC Grade M15

(p) Height upto 5m

Page 2 of 346

Item 12.6 (A)

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Same as Item 12.8 (A) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, machinery. Per Cum labour Basic and Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (A) d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

Rate Rs

Remark Cost Rs s/ Input ref.

#VALUE! Item 12.8 (A)

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5

B

PCC Grade M20

(p) Height upto 5m Same as Item 12.8 (B) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, machinery. Per Cum labour Basic and Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (B) d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE! Item 12.8 (B) PCC

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5

C

PCC Grade M25

(p) Height upto 5m Same as Item 12.8 (D) upto 5 m height with the only change that the provision of form work shall be 10 per cent instead of 3.75 per cent of cost of material, labour and machinery. concrete Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE! Item 12.8 (D)

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 C (p)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! Item 12.8 (D)

10.00

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

13.5 C

(q) Height 5m to 10m Same as Item 12.8 (D) with the following changes: (i) Add 2 per cent of cost of material, Labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 12 per cent insteadconcrete of 3.75 per cent of cost of material, Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I Page 3 of 346

#VALUE! Item 12.8 (D)

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 C (q)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 C

(r) Height above 10m Same as Item 12.8 (D) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent insteadconcrete of 3.75 per cent of cost of material, Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE! Item 12.8 (D)

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 C (r)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! Item 12.8 (D)

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

13.5

D PCC Grade M30 (p) Height upto 5m Same as Item 12.8 (F) upto 5 m height with the only change that the provision of form work shall be 10 per cent instead of 3.50 per cent of cost of material, labour and machinery. concrete Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I Page 4 of 346

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Rate Rs

Remark Cost Rs s/ Input ref.

d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D (p)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D

(q) Height 5m to 10m Same as Item 12.8 (F) with the following changes: (i) Add 2 per cent of cost of material, Labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 12 per cent insteadconcrete of 3.50 per cent of cost of material, Cas Using Mixer eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D (q)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D

(r) Height above 10m Same as Item 12.8 (F) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent insteadconcrete of 3.50 per cent of cost of material, Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Page 5 of 346

#VALUE!

15.00

#VALUE!

Ref. to Sr No MoRT H Spec.

Description

Unit

Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

Quantity 4.00

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 D (r)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5

E

RCC Grade M20

(p) Height upto 5m Same as Item 12.8 (C) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, labour and machinery. Cas Using concrete Mixer eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 E (p)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

10.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 E

(q) Height 5m to 10m For height, upto 10m, add 2 per cent of cost as above excluding formwork. For cost of formwork add 12 per cent of cost of material, labour and machinery instead of 4 per cent . concrete Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE! #VALUE!

Page 6 of 346

Ref. to Sr No MoRT H Spec. 13.5 E (q)

Description

Unit

Quantity

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

Remark Cost Rs s/ Input ref. say #VALUE!

Rate Rs

#VALUE!

12.00

#VALUE!

2.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 E

(r) Height above 10m Same as Item 12.8 (C) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent insteadconcrete of 4 per Mixer cent of cost of material, Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 E (r)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

15.00

#VALUE!

4.00

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5

F

RCC Grade M25

(p) Height upto 5m Same as Item 12.8 (E) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead concrete Mixerof 3.75 per cent . Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE!

10.00

#VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

13.5 F (p)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Page 7 of 346

Ref. to Sr No MoRT H Spec.

Description

Unit

Quantity

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork Add 10 per cent of cost of material, labour and machinery (a+b+c) for e) Formwork Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on

10.00

Rate Rs

Remark Cost Rs s/ Input ref. #VALUE!

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 F

(q) Height 5m to 10m For height, upto 10m, add 1.8 per cent of cost as above excluding formwork. For cost of formwork add 11.8 per cent of cost of material, labour and machinery concrete Mixer Cas Using eI Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork Add 11.8 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.8 per cent of cost of material, Labour and machinery excluding to cater for extra lift on e) formwork Overhead charges @ input (a+b+c+d) f) Contractor's profit @ input on

#VALUE!

11.80

#VALUE!

1.80

#VALUE! #VALUE! #VALUE!

(a+b+c+d+e) Rate perm (a+b+c+d+e+f)

#VALUE! say #VALUE!

13.5 F (q)

Cas With Batching Plant, Transit Mixer and e II Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork Add 11.8 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.8 per cent of cost of