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(A) Usage Rates of Plant and Machinery

Sl. No. Description of Machine Activity Output Unit Rate

P&M-001 Air Compressor General Purpose capacity in cfm 170/250 hour 370.00

P&M-002 Concrete Mixing cum/hour 20 hour 2,130.00

P&M-003 Concrete Mixing cum/hour 13 hour 1,670.00

P&M-004 Bitumen Pressure Distributor Applying bitumen tack coat sqm/hour 1750 hour 940.00

P&M-005 Bitumen Boiler oil fired Bitumen Spraying capacity in litre 1500 hour 170.00

P&M-006 Paving of concrete surface cum / hour 20 hour 2,360.00

P&M-007 Pumping of concrete cum / hour 33 / 22 hour 630.00

P&M-008 Concrete Bucket For Pouring concrete capacity in cum 1 hour 12.00

P&M-009 Concrete Mixer (a) 0.4/0.28 cum Concrete Mixing cum/hour 2.5 hour 345.00

P&M-010 Concrete Mixer (b) 1 cum Concrete Mixing cum/hour 7.5 hour 520.00P&M-011 Crane (a) 80 tonnes Lifting Purpose hour 950.00

P&M-012 Cranes b) 35 tonnes Lifting Purpose hour 630.00

P&M-013 Cranes c) 3 tonnes Lifting Purpose hour 280.00

P&M-014 Dozer D - 80 - A 12 Spreading /Cutting / Clearing cum/hour 300/ 150/250 hour 2,760.00

P&M-015 Dozer D - 50 - A 15 Spreading /Cutting / Clearing cum/hour 200/ 120/150 hour 2,460.00

P&M-016 Emulsion Pressure Distributor Applying emulsion tack coat sqm/hour 1750 hour 690.00

P&M-017 cum/hour 60 /25 hour 1,320.00

P&M-018 Generator (a) 125 KVA Genration of electric Energy KVA 100 hour 1,090.00

P&M-019 Generator( b) 63 KVA Genration of electric Energy KVA 50 hour 900.00

P&M-020 GSB Plant 50 cum Producing GSB cum/hour 40 hour 920.00

P&M-021 Hotmix Plant - 120 TPH capacity DBM/BM/SDC/ Premix cum/hour 40 hour 23,000.00

P&M-022 Hotmix Plant - 100 TPH capacity DBM/BM/SDC/ Premix cum/hour 30 hour 19,550.00

P&M-023 Hotmix Plant - 60 to 90 TPH capacity DBM/BM/SDC/ Premix cum/hour 25 hour 17,250.00

P&M-024 Hotmix Plant - 40 to 60 TPH capacity DBM/BM/SDC/ Premix cum/hour 17 hour 155,250.00

P&M-025 Hydraulic Chip Spreader Surface Dressing sqm/hour 1500 hour 2,070.00

P&M-026 Hydraulic Excavator of 1 cum bucket cum/hour 60 /60 /60 hour 2,250.00

P&M-027 Integrated Stone Crusher 100THP Crushing of Spalls TPH 100 hour 7,070.00

P&M-028 Integrated Stone Crusher 200 HP Crushing of Spalls TPH 200 hour 14,880.00

P&M-029 Kerb Casting Machine Kerb Making Rm/hour 80 hour 250.00

P&M-030 Mastic Cooker Mastic Wearing coat capacity in tonne 1 hour 52.00

P&M-031 Mechanical Broom Hydraulic Surface Cleaning sqm/hour 1250 hour 290.00

P&M-032 Motor Grader 3.35 mtr blade Clearing /Spreading /GSB /WBM cum/hour 200/200/50/50 hour 2,600.00

P&M-033 Mobile slurry seal equipment Mixing and laying slurry seal sqm/hour 2700 hour 920.00

P&M-034 cum/hour 40 hour 2,530.00

P&M-035 Paver Finisher Mechanical 100 TPH Paving of WMM /Paving of DLC cum/hour 40/30 hour 1,090.00

P&M-036 Piling Rig with Bantonite Pump Rm/hour 2 to 3 hour 4,485.00

P&M-037 Pneumatic Road Roller Rolling of Asphalt Surface cum/hour 25 hour 1,035.00

P&M-038 Pneumatic Sinking Plant Pneumatic Sinking of wells cum/hour 1.5 to 2.00 hour 3,740.00

P&M-039 Pot Hole Repair Machine Repair of potholes cum/hour 4 hour 750.00

P&M-040 Prestressing Jack with Pump & access Stressing of steel wires/stands hour 110.00

P&M-041 Ripper Scarifying cum/hour 60 hour 23.40

P&M-042 Rotavator Scarifying cum/hour 25 hour 14.30

P&M-043 Road marking machine Road marking Sqm/hour 100 hour 90.00

P&M-044 Smooth Wheeled Roller 8 tonne cum/hour 70/25 hour 540.00

P&M-045 Tandem Road Roller Rolling of Aspalt Surface cum/hour 30 hour 1,320.00

P&M-046 Tipper - 5 cum Capacity in cum 5.5 km 45.00

P&M-047 Tipper - 5 cum Capacity in cum 5.5 tonne.km 4.50

P&M-048 Tipper - 5 cum Capacity in cum 5.5 hour 575.00

Output ofMachine

Batching and Mixing Plant (a) 30 cumcapacity

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

Concrete Paver Finisher with 40 HPMotorConcrete Pump of 45 & 30 cumcapacity

Front End loader 1 cum bucketcapacity

Soil loading / Aggregateloading

Soil Ordinary/Soil Marshy / SoilUnsuitable

Paver Finisher Hydrostatic with sensorcontrol 100 TPH

Paving of DBM/ BM/SDC/Premix

0.75 m dia to 1.2 m dia Boringattachment

Soil Compaction /BMCompaction

Transportation of soil, GSB,

WMM, Hotmix etc.Transportation of soil, GSB,WMM, Hotmix etc.

Transportation of soil, GSB,WMM, Hotmix etc.


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P&M-049 Transit Mixer 4.0/4.5 cum cum/hour 4.5 hour 1,150.00

P&M-050 Transit Mixer 4/4.5 cum cum/hour 4.5 tonne.km 6.79

P&M-051 Transit Mixer 3.0 cum cum/hour 3 hour 900.00

P&M-052 Transit Mixer 3.0 cum cum/hour 3 tonne.km 6.22

P&M-053 Tractor Pulling capacity in HP 50 hour 345.00

P&M-054 Tractor with Rotevator Rate of Tractor + Rotevator hour 345.00

P&M-055 Tractor with Ripper Rate of Tractor 6+ Ripper hour 345.00

P&M-056 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 km 45.00

P&M-057 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 hour 575.00

P&M-058 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 tonne.km 4.50

P&M-059 Vibratory Roller 8 tonne Earth or soil / GSB / WBM cum/hour 100/60/60 hour 1,550.00

P&M-060 Water Tanker Water Transport capacity in KL 6 hour 345.00

P&M-061 Water Tanker Water Transport capacity in KL 6 km 20.28

P&M-062 Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour 1,320.00

Sl. No. Description of Machine Unit Rate

P&M-063 Air compressor with pneumatic chisel attachment for cutting hard clay. hour 388.00

P&M-064 Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour hour 11,609.00

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 6,875.00

P&M-068 Cement concrete batch mix plant @ 75 cum per hour hour 3,320.00

P&M-069 Cold milling machine @ 20 cum per hour hour input

P&M-070 Crane 5 tonne capacity hour 300.00




P&M-074 Crane 40 T capacity hour 680.00

P&M-075 Crane with grab 0.75 cum capacity hour 1,725.00

P&M-076 Compressor with guniting equipment along with accessories hour 370.00

P&M-077 Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. hour 19,630.00

P&M-078 Epoxy Injection gun hour 13.00

P&M-079 Generator 33 KVA hour 620.00

P&M-080 Generator 100 KVA hour 920.00

P&M-081 Generator 250 KVA hour 1,550.00

P&M-082 hour input

P&M-083 Joint Cutting Machine with 2-3 blades (for rigid pavement) hour 600.00

P&M-084 Jack for Lifting 40 tonne lifting capacity. day 950.00

P&M-085 Piling rig Including double acting pile driving hammer (Hydraulic rig) hrs 1,035.00

P&M-086 Plate compactor hour 40.00

P&M-087 Snow blower equipment 140 HP @ 600 cum per hour hour input

P&M-088 Texturing machine (for rigid pavement) hour 3,000.00

P&M-089 Truck Trailor 30 tonne capacity hour 1,500.00

P&M-090 Truck Trailor 30 tonne capacity t.km 11.70

P&M-091 Tunnel Boring machine hour input

P&M-092 Vibrating Pile driving hammer complete with power unit and accessories. hour 700.00

P&M-093 Wet Mix Plant 100 TPH hour 2,200.00

P&M-094 Wet Mix Plant 75 TPH 1,320.00

Transportation of Concrete Mixto site

Transportation of Concrete Mixto site

Transportation of Concrete Mix

to siteTransportation of Concrete Mixto site

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


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(B) Labour

Sl. No. Description of Labour Unit Rate

L-01 Blacksmith (IInd class) day 188.00

L-02 Blacksmith (Ist class)/ Welder/ Plumber/ Electrician day 206.00

L-03 Blaster (Stone cutter) day 206.00

L-04 Carpenter I Class day 206.00

L-05 Chiseller (Head Mazdoor) day 146.00

L-06 Driller (Jumper) day 206.00

L-07 Diver day 600.00

L-08 Fitter day 206.00

L-09 Mali day 188.00

L-10 Mason (IInd class) day 188.00

L-11 Mason (Ist class) day 206.00

L-12 Mate / Supervisor day 188.00

L-13 Mazdoor day 146.00

L-14 Mazdoor/Dresser (Semi Skilled) day 188.00

L-15 Mazdoor/Dresser/Sinker (Skilled) day 193.40

L-16 Medical Officer day input

L-17 Operator(grouting) day 206.00

L-18 Painter I class day 206.00

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 353.60

M-002 Supply of quarried stone 150 - 200 mm size for Hand Broken at site cum 353.60

M-003 Boulder with minimum size of 300 mm for Pitching at Site cum 363.60

M-004 Coarse sand at Mixing Plant cum 348.00

M-005 Coarse sand at Site cum 348.00

M-006 Fine sand at Site cum 233.00

M-007 Moorum at Site cum 189.00

M-008 Gravel/Quarry spall at Site Cum 189.00

M-009 Granular Material or hard murrum for GSB works at Site Cum 189.00

M-010 Granular Material or hard murrum for GSB works at Mixing Plant Cum 189.00

M-011 Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant Cum 0.00

M-012 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) Cum 962.61

Description Unit s

Rate atPlant

(HMP/Batching)


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Sr No Description Unit uantityRate Rs Cost Rs

1.1

Unit : cum

Taking output = 5.5 cum

Time required for

1 Min

13 Min

2 Min

4 Min

Total 20 Min

a) Machinery

Tipper 5.5 tonnes capacity hour 0.330 575.00 189.75

hour 0.330 1320.00 435.60

b) Overheads @ 0.04 on (a) 25.01

c) Contractors profit @ 0.1 on (a+b) 65.04

Cost for 5.5 cum = a+b+c 715.40

Rate per cum = (a+b+c)/ 5.5 130.07

Note Unloading will be by tipping. say 130.00

1.4

Unit : t.km

1.4(I) Case I Surfaced Road

Speed with load : 25 km / hour.

a) Machinery.

i) Tipper 10 tonne capacity

hour 0.400 575.00 230.00

Time taken for empty return trip. hour 0.290 575.00 166.75



cost for 100 t km = a+b+c 453.88

Rate per t.km = (a+b+c)/100 4.54

say 4.50

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

hour 0.500 575.00 287.50

Time taken for empty return trip hour 0.330 575.00 189.75



Ref. toMoRTHSpec.

Remarks/ Input

ref.

Loading and unloading of stoneboulder / stone aggregates / sand /kanker / moorum.Placing tipper at loading point, loading withfront end loader, dumping, turning forreturn trip, excluding time for haulage andreturn trip

i) Positioning of tipper at loading point

ii) Loading by front end loader 1 cumbucket capacity @ 25 cum per hour

iii) Maneuvering, reversing, dumpingand turning for return

iv) Waiting time, unforeseen

P&M-

Front end-loader 1 cum bucket capacity@ 25 cum/hour

P&M-017

Cost of Haulage Excluding Loadingand Unloading

Haulage of materials by tipper excludingcost of loading, unloading and stacking.

Taking output 10 tonnes load and lead

10 km = 100 t.km

Speed while Returning empty : 35 km /

Time taken for onward haulage with P&M-

P&M-

Time taken for onward hanlage with P&M-

P&M-


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Cost for 100 t .km = a+b+c 545.97

Rate per t.Km = (a+b+c)/100 5.46

say 5.50

1.4(III) Case III

Speed with load : 10 km / hour

a) Machinery

I) Tipper 10 tonnes capacity

Time taken for onward haulage hour 1.000 575.00 575.00

Time taken for empty return trip hour 0.670 575.00 385.25



Cost for 100 t .km = a+b+c 1098.53

Rate per t.Km = (a+b+c)/100 10.99

say 11.00

1.5

Unit : cum

Taking output = 1 cum

a) Labour

Mate day 0.060 188.00 11.28 L-12

Mazdoor day 1.500 146.00 219.00 L-13

b) Material

cum 1.100 353.60 388.96 M-002

c) Overheads @ 0.04 on (a+b) 24.77

64.40

Rate per cum = a+b+c+d 708.41

say 708.00

1.6

Unit : cum

a) Labour

Mate day 0.760 188.00 142.88 L-12

Mazdoor Skilled day 2.000 188.00 376.00 L-14

day 17.000 146.00 2482.00 L-13b) Material

cum 800.000 353.60 ### M-001

c) Machinery

Hour 6.000 ### 89280.00

Front end loader 1 cum bucket capacity Hour 20.000 1320.00 26400.00

Tipper 5.5 cum capacity Hour 20.000 575.00 11500.00

d) Overheads @ 0.04 on (a+b+c) 16522.44

Katcha Track and Track in river bed /nallah bed and choe bed.

Speed while returning empty : 15 km /

P&M-

P&M-

Hand Broken Stone Aggregates 63 mmnominal sizeSupply of quarried stone, hand breakinginto coarse aggregate 63 mm nominal size

(passing 80 mm and retained on 50 mmsieve) and stacking as directed

Supply of quarried stone 150 - 200 mmsize

d) Contractors profit @ 0.1 on(a+b+c)

Crushing of stone aggregates 13.2 mmnominal size.

Crushing of stone boulders of 150 mm sizein an integrated stone crushing unit of 200tonnes per hour capacity comprising ofprimary and secondary crushing units, beltconveyor and vibrating screens to obtainstone aggregates of 13 mm nominal size.

Taking Output = 600 cum at crusher

Mazdoor including breaking of any

Stone Boulder of size 150 mm and

Integrated stone crusher of 200 TPHincluding belt conveyor and vibratingscreens

P&M-028

P&M-

P&M-


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42958.33

Cost for 600 cum = a+b+c+d+e ###

Rate per cum = (a+b+c+d+e)*0.95/600 748.19

say 748.00

Note

1.7

Unit : cum

a) Labour

Mate day 0.760 188.00 142.88 L-12


day 17.000 146.00 2482.00 L-13

b) Material

cum 800.000 353.60 ### M-001

c) Machinery

Hour 6.000 ### 89280.00




42958.33Cost for 670 cum = a+b+c+d+e ###

Rate per cum = (a+b+c+d+e)*0.90/670 634.76

say 635.00

Note

1.8

Unit : cum

a) Labour

e) Contractors profit @ 0.1 on

1. 800 cum of stone boulders are needed toget 600 cum of stone chips of size 13.2mm.2. 95% of above cost will be attributed tothe production of 600 cum of stone chips of13.2 mm size and balance 5% to theproduction of stone dust which comes outas a by-product.3. The integrated stone crusher includesprimary and secondary crushing units.

Crushing of stone aggregates 20 mm



Mazdoor including breaking of any size



P&M-028

P&M-

P&M-


1. 800 cum of stone boulders are needed toget 600 cum of stone chips of size 20 and40 mm.2. 90% of above cost will be attributed tothe production of 670 cum of stoneaggregates of 20mm size and balance 10%will be for smaller size aggregates andstone dust which comes out as a by-3. The integrated stone crusher includesprimary and secondary crushing units.

Crushing of stone aggregates 40 mm




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Mate day 0.760 188.00 142.88 L-12


Mazdoor day 17.000 146.00 2482.00 L-13

b) Material

cum 800.000 353.60 ### M-001

c) Machinery

Hour 6.000 ### 89280.00




42958.33

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

Rate per cum = (a+b+c+d+e)x0.85/750 535.55

say 536.00

Note

5.9 510 Surface Dressing

Unit = sqm

Taking output = 9000 sqm

Case -1:-19 mm nominal chipping size

a) LabourMate day 0.440 188.00 82.72 L-12

Mazdoor day 9.000 146.00 1314.00 L-13

Mazdoor skilled day 2.000 193.40 386.80 L-15

b) Machinery

hour 7.200 290.00 2088.00

Air compressor 250 cfm hour 7.200 370.00 2664.00

hour 6.000 2070.00 12420.00

hour 6.000 575.00 3450.00

Front end loader 1 cum bucket capacity hour 6.000 1320.00 7920.00

Bitumen pressure distributor hour 6.000 940.00 5640.00

hour 6.000 540.00 3240.00

c) Material

Bitumen@ 1.20 kg per sqm tonne 10.800 ### ### M-074

cum 135.000 0.00 0.00 M-053


42644.69



P&M-028

P&M-

P&M-


1. 800 cum of stone boulders are needed toget 600 cum of stone chips of size 13.2mm.2. 85% of above cost will be attributed tothe production of 750 cum of stoneaggregates of 40mm size and balance 15%

will be for smaller size aggregates andstone dust which comes out as a by-3. The integrated stone crusher includesprimary and secondary crushing units.

Providing and laying surface dressing aswearing course in single coat using crushedstone aggregates of specified size on alayer of bituminous binder laid on preparedsurface and rolling with 8-10 tonne smoothwheeled steel roller

Mechanical broom @ 1250 sqm perhour

P&M-031P&M-001Hydraulic self propelled chip spreader

@ 1500 sqm per hourP&M-025

Tipper 10 tonne capacity for carriage ofstone chips from stockpile on road sideto chip spreader

P&M-048

P&M-

017P&M-004Smooth wheeled roller 8-10 tonne

weightP&M-044

Crushed stone chipping,19 mm nominalsize @ 0.015 cum per sqm

e) Contractors profit @ 0.1 on(a+b+c+d)


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

Rate per sqm = (a+b+c+d+e)/9000 52.12

say 52.00

Case - II13 mm nominal size chipping

a) Labour

Mate day 0.440 188.00 82.72 L-12Mazdoor day 9.000 146.00 1314.00 L-13


b) Machinery

hour 7.200 290.00 2088.00


hour 6.000 2070.00 12420.00

hour 6.000 575.00 3450.00


hour 6.000 940.00 5640.00

Vibratory roller 8-10 tonne weight hour 6.000 1550.00 9300.00

c) Material

Bitumen@ 1.00 kg per sqm tonne 9.000 ### ### M-074

cum 90.000 0.00 0.00 M-052


36847.05



say 45.00

Note

5.15 516 Slurry Seal

Case I 5 mm thickness

Unit = sqm

Taking output = 16000 sqm (80 cum)

weight of mix = 176 tonnes

a) Labour

Mate day 0.240 188.00 45.12 L-12

Mazdoor day 6.000 146.00 876.00 L-13

b) Machinery


P&M-031P&M-001Hydraulic self propelled chip spreader


Tipper 10 tonne capacity for carriage ofstone chips from stockpile on road sideto chip spreader

P&M-048

P&M-017Bitumen pressure distributor @ 1750

sqm per hour

P&M-

004P&M-059

Crushed stone chipping,13 mm nominalsize @ 0.01 cum per sqm


1.Where the proposed aggregate fails to

pass the stripping test, an approvedadhesion agent may be added to the binderas per clause 510.2.4. Alternatively, chipsmay be pre-coated as per clause 510.2.52.Input for the second coat, whererequired, will be the same as per the Istcoat mentioned above

Providing andlaying slurry seal consisting ofa mixture of fine aggregates, portlandcement filler, bituminous emulsion andwater on a road surface including cleaningof surface, mixing of slurry seal in asuitable mobile plant, laying and

Taking density of 2.2 tonnes per cum,weight of mix = 264 tonnes


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Mechanical broom hour 6.000 290.00 1740.00


Mobile slurry seal equipment hour 6.000 920.00 5520.00


hour 6.000 575.00 3450.00

hour 6.000 1035.00 6210.00

Water tanker6 KL capacity hour 2.000 345.00 690.00

c) Material

tonne 19.360 ### ### M-077

cum 102.080 348.00 35523.84 M-005

tonne 3.520 3500.00 12320.00 M-188

Cost of water KL 12.000 6.00 72.00 M-189


68700.46



say 47.00

Case II 3 mm thickness

Unit = sqm


a) Labour

Mate day 0.200 188.00 37.60 L-12

Mazdoor day 5.000 146.00 730.00 L-13

b) Machinery





hour 6.000 575.00 3450.00


c) Material

tonne 17.160 ### ### M-077

cum 74.800 348.00 26030.40 M-005

tonne 2.640 3500.00 9240.00 M-188

Cost of water KL 12.000 6.00 72.00 M-189


59829.27



say 33.00

P&M-031P&M-001P&M-033P&M-017Tipper 5.5 cum capacity for carriage of

aggregate from stockpile on road side

to slurry equipment,bitumen emulsionand filler.

P&M-048

Pneumatic tyred roller with individualwheel load not exceeding 1.5 tonnes

P&M-037

P&M-060

Residual Binder @ 11 % of mix 80 x 2.2x 0.11Fine aggregate 4.75 mm and below 87% of total mix,80 x 2.2 x 0.87 = 153.12tonnes. Taking density1.5,= 153.12/1.5= 102.08 cumFiller @ 2 % of total mix = 80 x 2.2 x0.02



aggregate from stockpile on road sideto slurry equipment,bitumen emulsionand filler

P&M-048

P&M-060

Residual Binder @ 13 % of mix = 60 x2.2 x 0.13Fine aggregate 3 mm and below 85 %

of total mix, 60x 2.2 x 0.85 = 112.2tonnes. Taking density 1.5,Filler @ 2 % of total mix =60x 2.2 x0.02



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Case III 1.5 mm thickness

Unit = sqm


a) Labour

Mate day 0.200 188.00 37.60 L-12

Mazdoor day 5.000 146.00 730.00 L-13b) Machinery





hour 6.000 575.00 3450.00


c) Material

tonne 12.670 ### ### M-077

cum 43.300 0.00 0.00 M-022

tonne 1.580 3500.00 5530.00 M-188

Cost of water KL 12.000 6.00 72.00 M-189


42650.42



say 20.00

Note

5.17 518 Fog Spray

Unit = sqm


a) Labour

Mate day 0.120 188.00 22.56 L-12

Mazdoor day 3.000 146.00 438.00 L-13

b) Machinery

hour 6.000 290.00 1740.00Air compressor 250 cfm hour 6.000 370.00 2220.00

tonne 6.000 940.00 5640.00

c) Material

Bitumenemulsion @ 0.75 kg per sqm tonne 7.880 ### ### M-077


25767.12


aggregate from stockpile on road sideto slurry equipment,bitumen emulsionand filler.

P&M-048

P&M-060

Residual Binder @ 16 % of mix, 36 x 2.2

x 0.16Fine aggregate 2.36 mm and below,82% of total mix,36x 2.2 x 0.82 = 64.94tonnes. Taking density 1.5

Filler @ 2 % of total mix = 36x 2.2 x0.02


1.Tack coat, if required to be provided,

before laying slurry seal may be measuredand paid separately

Providing and applying low viscositybitumen emulsion for sealing cracks lessthan 3 mm wide or incipient fretting ordisintegration in an existing bituminous


P&M-031P&M-001Bitumen emulsion pressure distributor




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say 27.00

a) Labour

Mate day 0.160 188.00 30.08 L-12

Mazdoor for precoating of grit day 4.000 146.00 584.00 L-13

c) Material

cum 26.250 0.00 0.00 M-024

tonne 0.790 ### 23830.35 M-077

24444.43

2.33

say 2.00

5.21 522 Crack Prevention Courses

Case - I

Unit = sqm


a) LabourMate day 0.240 188.00 45.12 L-12

Mazdoor day 6.000 146.00 876.00 L-13

b) Machinery

hour 6.000 290.00 1740.00


hour 6.000 940.00 5640.00

Hydraulic Chip spreader hour 6.000 2070.00 12420.00

Smooth wheeled road roller 8-10 tonne hour 6.000 540.00 3240.00

c) Material

Modified binder tonne 9.450 input #VALUE! M-078

Crushed stone aggregates 5.6 mm size cum105.000 0.00 0.00 M-050

d) Overheads @ 0.04 on (a+b+c) #VALUE!

#VALUE!

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 toblind the fog spray, the following may beadded

Crushed stone grit 3 mm size @ 3.75 kgper sqmBitumenemulsion for precoating grit @2 % of grit,39.38 x 0.02

Stress Absorbing Membrane (SAM)crack width less than 6 mm

Providing and laying of a stress absorbingmembrane over a cracked road surface,with crack width below 6 mm after cleaningwith a mechanical broom, using modifiedbinder complying with clause 521, sprayedat the rate of 9 kg per 10 sqm andspreading 5.6 mm crushed stoneaggregates @ 0.11 cum per 10 sqm withhydraulic chip spreader, sweeping thesurface for uniform spread of aggregates


P&M-031P&M-001Bitumen pressure distributor @ 1750

sqm per hourP&M-004P&M-025P&M-044



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Unit = sqm


a) Labour

Mate day 0.240 188.00 45.12 L-12

Mazdoor day 6.000 146.00 876.00 L-13

b) Machinery

hour 6.000 290.00 1740.00

Air compressor 250 cfem capacity hour 6.000 370.00 2220.00

hour 6.000 940.00 5640.00Hydraulic Chip spreader hour 6.000 2070.00 12420.00


c) Material


Crushed stone chipping 11.2 mm size cum 105.000 0.00 0.00 M-051

d) Overheads @ 0.04 on (a+b+c) #VALUE!

#VALUE!



say #VALUE!

Case III

Unit = sqm


a) Labour

Mate day 0.240 188.00 45.12 L-12

Mazdoor day 6.000 146.00 876.00 L-13


b) Machinery

hour 6.000 290.00 1740.00


Case -II

Stress Absorbing Membrane (SAM)with crack width 6 mm to 9 mm

Providing and laying of a stress absorbingmembrane over a cracked road surface,with crack width 6 to 9 mm after cleaningwith a mechanical broom, using modifiedbinder complying with clause 521, sprayed

at the rate of 11 kg per 10 sqm andspreading 11.2 mm crushed stoneaggregates @ 0.12 cum per 10 sqm,sweeping the surface for uniform spread of


P&M-031P&M-

001Bitumen pressure distributor @ 1750sqm per hour

P&M-004P&M-025P&M-044


Stress Absorbing Membrane (SAM)crack width above 9 mm and crackedarea above 50 %Providing and laying a single coatn of astress absorbing membrane over a crackedroad surface, with crack width above 9 mmand cracked area above 50 % after cleaningwith a mechanical broom, using modifiedbinder complying with clause 521, sprayedat the rate of 15 kg per 10 sqm andspreading 11.2 mm crushed stoneaggregates @ 0.12 cum per 10 sqm,sweeping the surface for uniform spread of


P&M-031P&M-001


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Page 13 of 362

hour 6.000 940.00 5640.00

Hydraulic Chip spreader hour 6.000 2070.00 12420.00


c) Material


Crushed stone aggregates 11.2 mm size cum 126.000 0.00 0.00 M-051d) Overheads @ 0.04 on (a+b+c) #VALUE!

#VALUE!



say #VALUE!

Case IV

Unit = sqm


a) Labour

Mate day 0.560 188.00 105.28 L-12

Mazdoor day 12.000 146.00 1752.00 L-13


b) Machinery

hour 2.800 290.00 812.00


tonne 2.000 940.00 1880.00

Pneumatic roller hour 2.000 1035.00 2070.00c) Material

tonne 3.680 ### ### M-075

Geotextile including 10 % for overlaps sqm ### 68.00 ### M-108


40847.96



say 128.00

NOTE

8.3 801

ii) English and Roman

Bitumen pressure distributor @ 1750sqm per hour

P&M-004P&M-025P&M-044


Case - IV : Bitumen ImpregnatedGeotextileProviding and laying a bitumenimpregnated geotextile layer after cleaningthe road surface, geotextile conforming torequirements of clause 704.3, laid over atack coat with 1.05 kg per sqm of pavinggrade bitumen 80 - 100 penetration andconstructed to the requirement of clause


P&M-031P&M-001Bitumen pressure distributor @ 1750

sqm per hour

P&M-

004P&M-037

Paving grade bitumen of 80 - 100penetration @ 1.05 kg per sqm


As bitumen overlay construction shallfollowclosely the fabric placement on the same

day, an output of 3500 sqm only has beenconsidered for the analysis which will covera length of 500 m, of 7 m widecarriagway. This can be conveniently overlaid by abitumenious course in a dayPrinting new letter and figures of anyshadePrinting new letter and figures of any shadewith synthetic enamel paint black or anyother approved colour to give an evenshade


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Unit = per cm height per letter

a) Labour

Mate day 0.07 188 13.16

Painter Ist class day 1.25 206 257.50Mazdoor day 0.50 146 73.00

b) Material

Paint Litre 0.50 175 87.50


d) Contractors profit @ 0.1 on (a+b+c) 44.84

Cost for 1600 cm = a+b+c+d 493.25

0.31

say 0.30

8.8 803

Unit = sqm


a) Labour

Mate day 0.12 188 22.56

Painter day 2.00 206 412.00

Mazdoor day 1.00 146 146.00

b) Material

Litre 6.00 160 960.00

9.60



Cost for 40 sqm = a+b+c+d 1773.38

Rate per sqm = (a+b+c+d)/40 44.33

say 44.00

8.9 803 Painting on Steel Surfaces

Unit = sqm


a) LabourMate day 0.03 188 5.64

Painter day 0.45 206 92.70

Mazdoor day 0.25 146 36.50

b) Material

Paint ready mixed approved brand. Litre 1.25 175 218.75

2.19


Hyphens and the like not to be measuredand paid forDetail for 100 letters of 16 cm height.i.e.1600 cm

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

Painting Two Coats on New ConcreteSurfacesPainting two coats after filling the surfacewith synthetic enamel paint in all shades onnew plastered concrete surfaces

Paint conforming to requirement ofclause 803.3.Add for scaffolding @ 1% of labour costwhere required

Providing and applying two coats of readymix paint of approved brand on steelsurface after through cleaning of surface togive an even shade

Add @ 1% on cost of material forscaffolding


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Cost for 10 sqm = a+b+c+d 407.01

Rate per sqm = (a+b+c+d)/10 40.70

say 41.00

12.6 Cement mortar1:3 (1cement :3 sand)

Unit = 1 cum


a) Materials

Cement MT 0.51 3600.00 1836.00

Sand cum 1.05 348.00 365.40

b) Labour

Mate day 0.04 188.00 7.52

Mazdoor day 0.90 146.00 131.40

Total Material and Labour = (a+b) 2340.00

Cement mortar1:2 (1cement :2 sand)

Unit = 1 cum


a) Materials

Cement MT 0.67 3600.00 2419.20

Sand cum 0.93 348.00 324.80

b) Labour

Mate day 0.04 188.00 7.52

Mazdoor day 0.90 146.00 131.40


Cement mortar1:6 (1cement :6 sand)

Unit = 1 cum


a) Materials

Cement MT 0.29 3600.00 1036.80

Sand cum 1.20 348.00 417.60

b) Labour

Mate day 0.04 188.00 7.52

Mazdoor day 0.90 146.00 131.40


12.7 1400

Unit = cum


(A)

a) Material

Stone cum 5.50 423.00 2326.50 M-169

Through and bond stone each 35.00 25.00 875.00 M-182

(35no.x0.24mx0.24mx0.39m = 0.79 cu.m)

cum 1.50 2340.00 3510.00

Sub-analysi

s (A)

Sub-analysi

s (B)

Sub-analysis (D)

Stone masonry work in cement mortar1:3 in foundation complete as drawingand Technical Specification

Square Rubble Coursed RubbleMasonry (first sort)

Cement mortar 1:3 (Rate as in Item12.6 A sub-analysis)

Item12.6 (A)


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Page 18 of 362

10 mm Aggregate cum 5.40 0.00 0.00

b) Labour

Mate day 0.86 188.00 161.68

Mason day 1.50 206.00 309.00

Mazdoor day 20.00 146.00 2920.00

c) Machinery

Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 345.00 2070.00

Generator 33 KVA hour 6.00 620.00 3720.00

um Basic Cost of Labour, Material & Mechinery (a+b+c) ###

Case II

Unit : cum

Taking Output = 120 cum

a) Material

Cement MT 41.66 3600.00 ###

Coarse Sand cum 54.00 348.00 18792.00

20 mm Aggregate cum 64.80 1331.68 86292.86

10 mm Aggregate cum 43.20 975.43 42138.58

b) Labour

Mate day 0.84 188.00 157.92

Mason day 3.00 206.00 618.00Mazdoor day 18.00 146.00 2628.00

c) Machinery

Batching Plant @ 20 cum/hour hour 6.00 2130.00 12780.00


Loader 1 cum capacity hour 6.00 1320.00 7920.00

Transit Mixer 4 cum capacity for lead upt hour 15.00 1150.00 17250.00

Lead beyond 1 km, L-lead in km T-km 300L 6.79 32592.00 L= 16

Concrete Pump hour 6 630.00 3780.00


15217.81

e) Overheads @ 0.16 on (a+b+c+d) 63306.11

f) Contractors profit @ 0.1 on (a+b+c+d+e) 45896.93Cost for 120 cum = a+b+c+d+e+f ###

Rate per cum = ( a+b+c+d+e+f )/120 4207.22

say4207.00

12.8 D PCC Grade M25

Unit = cum

Case I Using concrete Mixer


a) Material

Cement MT 5.99 3600.00 21564.00

Coarse sand cum 6.75 348.00 2349.00




b) Labour

Mate day 0.86 188.00 161.68

Mason day 1.50 206.00 309.00

Mazdoor day 20.00 146.00 2920.00

c) Machinery




With Batching Plant, Transit Mixer andConrete Pump

d) Formwork @ 4% on cost of concretei.e.cost of material, labour and machinery


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Case II

Unit : cum


a) Material

Cement MT 47.95 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

40 mm Aggregate cum 43.20 900.43 38898.58

20 mm Aggregate cum 43.20 1331.68 57528.58

10 mm Aggregate cum 21.60 975.43 21069.29

b) Labour

Mate day 0.84 188.00 157.92

Mason day 3.00 206.00 618.00

Mazdoor day 18.00 146.00 2628.00

c) Machinery





T-Km 300L 6.79 32592.00 L= 16

Concrete Pump hour 6 630.00 3780.00


14705.79


f) Contractors profit @ 0.1 on (a+b+c+d+e) 47195.78

cost of 120 cum = a+b+c+d+e+f ###

Rate per cum (a+b+c+d+e+f)/120 4326.28

say 4326.00

12.8 E RCC Grade M25

Unit = cum

Case I Using concrete Mixer

Taking output = 15 cuma) Material

Cement MT 6.05 3600.00 21780.00

Coarse sand cum 6.75 348.00 2349.00



b) Labour

Mate day 0.86 188.00 161.68

Mason day 1.50 206.00 309.00

Mazdoor day 20.00 146.00 2920.00

c) Machinery




Case II

Unit : cum


a) Material

Cement MT 48.38 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

20 mm Aggregate cum 64.80 1331.68 86292.86

10 mm Aggregate cum 43.20 975.43 42138.58


Transit Mixer 4 cum capacity lead

beyond 1 Km, L - lead inKilometer

d) Formwork @ 3.75% of cost of concretei.e.cost of material, labour and machinery



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Admixer Kg 193.52 67.00 12965.84

b) Labour

Mate day 0.84 188.00 157.92

Mason day 3.00 206.00 618.00

Mazdoor day 18.00 146.00 2628.00

c) Machinery



Loader 1 cum capacity 1 cum hour 6.00 1320.00 7920.00


T-Km 300L 6.79 32592.00 L= 16

Concrete Pump hour 6.00 630.00 3780.00


12.8 F PCC Grade M30

Unit = cum

Case I Using Concrete Mixer


a) Material

Cement MT 6.08 3600.00 21888.00

Coarse sand cum 6.75 348.00 2349.0040 mm Aggregate cum 5.40 0.00 0.00



b) Labour

Mate day 0.86 188.00 161.68

Mason day 1.50 206.00 309.00

Mazdoor day 20.00 146.00 2920.00

c) Machinery




Case II

Unit : cum


a) Material

Cement MT 48.60 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

40 mm Aggregate cum 43.20 900.43 38898.58

20 mm Aggregate cum 43.20 1331.68 57528.58

10 mm Aggregate cum 21.60 975.43 21069.29

b) Labour

Mate day 0.84 188.00 157.92

Mason day 3.00 206.00 618.00

Mazdoor day 18.00 146.00 2628.00

c) Machinery





T-Km 300L 6.79 32592.00 L= 16



12.8 G RCC Grade M30

Transit Mixer 4 cum capacity leadbeyond 1 Km, L - lead inKilometer

Using Batching Plant, Transit Mixer

and Conrete Pump



23/361

Page 21 of 362


Unit = cum


a) Material

Cement MT 6.10 3600.00 21960.00

Coarse sand cum 6.75 348.00 2349.00



b) Labour

Mate day 0.86 188.00 161.68

Mason day 1.50 206.00 309.00

Mazdoor day 20.00 146.00 2920.00

c) Machinery




Unit = cum


a) MaterialCement MT 48.80 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

20 mm Aggregate cum 64.80 1331.68 86292.86

10 mm Aggregate cum 43.20 975.43 42138.58

b) Labour

Mate day 0.84 188.00 157.92

Mason day 3.00 206.00 618.00

Mazdoor day 18.00 146.00 2628.00

c) Machinery




Transit Mixer 4 cum capacity for lead upt hour 15.00 1150.00 17250.00T-Km 300L 6.79 32592.00 L= 16



12.8 H RCC Grade M35


Unit = cum


a) Material

Cement MT 6.33 3600.00 22788.00

Coarse sand cum 6.75 348.00 2349.00



b) Labour

Mate day 0.86 188.00 161.68

Mason day 1.50 206.00 309.00

Mazdoor day 20.00 146.00 2920.00

c) Machinery




Case II Using Batching Plant, Transit Mixerand Conrete Pump



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Page 22 of 362

Case II

Unit ; cum


a) Material

Cement MT 50.64 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

20 mm Aggregate cum 64.80 1331.68 86292.86

10 mm Aggregate cum 43.20 975.43 42138.58

Admixer Kg 202.56 67.00 13571.52

b) Labour

Mate day 0.84 188.00 157.92

Mason day 3.00 206.00 618.00

Mazdoor day 18.00 146.00 2628.00

c) Machinery





T-Km 300L 6.79 32592.00 L= 16



12790.35


f) Contractors profit @ 0.1 on (a+b+c+d+e) 50939.69

cost of 120 cum = a+b+c+d+e+f ###


say4669.00

3659.00

Note:

12.11

C Bottom Plug

Concrete to be placed using tremie pipe


(i) PCC Grade M20

Unit = cum


a) Material

Cement MT 5.55 3600.00 19980.00

Coarse sand cum 6.75 348.00 2349.00




Admixer Kg 18.60 67.00 1246.20

b) Labour

Mate day 0.90 188.00 169.20

Mason day 1.50 206.00 309.00

Using Batching Plant, Transit Mixerand Conrete Pump

Transit Mixer 4 cum capacity lead

beyond 1 Km, L - leadin Kilometer

d) Formwork @ 3% on cost of concretei.e.cost of material, labour and machinery

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

Where ever concrete is carried out usingbatching plant, transit mixer, concretepump, admixers @ 0.4% of weight ofcement may be added for achieving desiredslump of concrete.

1200,1500 &1700

Plain/Reinforced cement concrete, inwell foundation complete as perdrawing and technical specification


25/361


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Page 24 of 362

Case II

Unit = cum


a) Material

Cement MT 47.88 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

20 mm Aggregate cum 64.80 1331.68 86292.86

10 mm Aggregate cum 43.20 975.43 42138.58

Admixer Kg 172.80 67.00 11577.60

b) Labour

Mate day 0.88 188.00 165.44

Mason day 3.00 206.00 618.00

Mazdoor day 18.00 146.00 2628.00

c) Machinery





T-Km 300L 6.79 32592.00 L= 16



(iii) PCC Grade M30


Unit = 1 cum


a) Material

Cement MT 6.08 3600.00 21888.00

Coarse sand cum 6.75 348.00 2349.00



10 mm Aggregate cum 2.70 0.00 0.00Admixer Kg 21.60 67.00 1447.20

b) Labour

Mate day 0.90 188.00 169.20

Mason day 1.50 206.00 309.00

Mazdoor day 20.00 146.00 2920.00

c) Machinery



hour 6.00 280.00 1680.00


Case II

Unit = cum


a) Material

Cement MT 48.64 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

20 mm Aggregate cum 64.80 1331.68 86292.86

10 mm Aggregate cum 43.20 975.43 42138.58

Admixer Kg 172.80 67.00 11577.60

b) Labour

Using Batching Plant, Transit Mixerand Crane/concrete pump

Transit Mixer 4 cum capacity, lead

beyond 1 Km, L - lead in Kilometer

Light Crane of 3 tonnes capacity forhandling tremie pipe



27/361

Page 25 of 362

Mate day 0.88 188.00 165.44

Mason day 3.00 206.00 618.00

Mazdoor day 18.00 146.00 2628.00

c) Machinery





T-Km 300L 6.79 32592.00 L= 16



(iv) PCC Grade M35


Unit = 1 cum


a) Material

Cement MT 6.29 3600.00 22644.00

Coarse sand cum 6.75 348.00 2349.00

40 mm Aggregate cum 5.40 0.00 0.0020 mm Aggregate cum 5.40 0.00 0.00


Admixer Kg 21.60 67.00 1447.20

b) Labour

Mate day 0.90 188.00 169.20

Mason day 1.50 206.00 309.00

Mazdoor day 20.00 146.00 2920.00

c) Machinery



hour 6.00 280.00 1680.00

um Basic Cost of Labour, Material & Mechinery (a+b+c) ###Case II

Unit = cum


a) Material

Cement MT 50.28 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

20 mm Aggregate cum 64.80 1331.68 86292.86

10 mm Aggregate cum 43.20 975.43 42138.58

Admixer Kg 172.80 67.00 11577.60

b) Labour

Mate day 0.88 188.00 165.44

Mason day 3.00 206.00 618.00

Mazdoor day 18.00 146.00 2628.00

c) Machinery





T-Km 300L 6.79 32592.00 L= 16


Transit Mixer 4 cum capacity, leadbeyond 1 Km, L - lead in Kilometer

Light Crane of 3 tonnes capacity forhandling tremie pipe


Transit Mixer 4 cum capacity, leadbeyond 1 Km, L - lead in Kilometer


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Page 26 of 362


17161.02


e) Contractors profit @ 0.1 on (a+b+c+d) 51065.93

cost of 120 cum = a+b+c+d+e ###

Rate per cum (a+b+c+d+e)/120 4681.04

Say 4681.00

F Well cap

iv) RCC Grade M35

Case II

Unit = cum


a) Material

Cement MT 50.64 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

20 mm Aggregate cum 64.80 1331.68 86292.86

10 mm Aggregate cum 43.20 975.43 42138.58b) Labour

Mate day 0.84 188.00 157.92

Mason day 3.00 206.00 618.00

Mazdoor day 18.00 146.00 2628.00

c) Machinery



Loader(capacity 1 cum) hour 6.00 1320.00 7920.00

Transit Mixer ( capacity 4.0 cu.m )


Lead beyond 1 Km, L - lead in Kilometer T-Km 300L 6.79 32592.00 L= 16


Formwork @ 3% of (a+b+c) 12383.20d) Overheads @ 0.16 on (a+b+c) 68025.05

e) Contractors profit @ 0.1 on (a+b+c+d) 49318.16

cost of 120 cum = a+b+c+d+e ###

Rate per cum (a+b+c+d+e)/120 4520.83

Say 4521.00

Note

3.13 304 Excavation for Structures

I) Ordinary soil

Unit = cum


A Manual Means

Add 5% of cost of material and labourtowards cost of forming sump, protectivebunds, chiselling and making arrangementsfor under water concreteing with tremiepipe..

Using Batching Plant, Transit Mixerand Conrete Pump

Where ever concrete is carried out usingbatching plant, transit mixer, concretepump, admixers @ 0.4% of weight ofcement may be added for achieving desiredslum of concrete.

Earth work in excavation of foundation ofstructures as per drawing and technical

specification, including setting out,construction of shoring and bracing,removal of stumps and other deleteriousmatter, dressing of sides and bottom,backfilling the excavation earth to the


29/361

Page 27 of 362

(i) Depth upto 3 m

a) Labour

Mate day 0.320 188.00 60.16 L-12

Mazdoor day 8.000 146.00 1168.00 L-13


c) Contractors profit @ 0.1 on (a+b) 127.73Cost for 10 cum = a+b+c 1405.02

Rate per cum = (a+b+c)/10 140.50

say 141.00

Note

B Mechanical Means

(i) Depth upto 3 m

Unit = cum


a) Labour

Mate day 0.32 188 60.16

Mazdoor day 8.00 146 1168.00

b) Machinery

Hydraulic excavator 1.0 cum bucket cap hour 6.00 2250 13500.00



Cost for 300 cum = a+b+c+d 16849.02

Rate per cum = (a+b+c+d)/300 56.16

say 56.00

Note

13.6

Output : MT

Taking output = 1 MT

a) Material

MT 1.05 ### 32550.00

Binding wire kg 6.00 31.00 186.00

Mate day 0.34 188.00 63.92Blacksmith day 2.00 206.00 412.00

Mazdoor day 6.50 146.00 949.00

c) Overheads @ 0.16 on (a+b) 5465.75


Rate for per MT (a+b+c+d) 43589.33

say ###

14.1

Cost of dewatering may be added whererequired upto 10 % of labour costAssessment for dewatering shall be madeas per site conditions..

Cost of dewatering upto 5% of (a+b) may

be added, where required. Assessment fordewatering shall be made as per siteconditions..

Section1600 &2200

Supplying, fitting and placing HYSDbar reinforcement in sub-structurecomplete as per drawing and technicalspecifications

HYSD bars including 5% overlaps and

b) Labour for cutting, bending, shiftingto site, tying and placing in position

1500&16001700

Furnishing and PlacingReinforced/Prestressed cementconcrete in super-structure as perdrawing and Technical Specification


30/361


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Page 30 of 362

E PSC Grade M-40

Case 1 Using concret mixer.

Unit = 1 cum


a) Material

Cement MT 6.45 3600.00 23220.00

Coarse sand cum 6.75 348.00 2349.00



Admixture @ 0.4% of cement kg 25.80 67.00 1728.60

b) Labour

Mate day 0.96 188.00 180.48

Mason day 2.00 206.00 412.00

Mazdoor day 22.00 146.00 3212.00

c) Machinery



ost of Labour, Material & Mechinery (a+b+c) for 15 cum ###

Case II

Unit = cum


a) Material

Cement MT 51.60 3600.00 ###

Coarse sand cum 54.00 348.00 18792.00

20 mm Aggregate cum 64.80 1331.68 86292.86

10 mm Aggregate cum 43.20 975.43 42138.58

Admixture @ 0.4% of cement kg 206.40 67.00 13828.80

Admixer Kg 216.00 67.00 14472.00

b) Labour

Mate day 0.94 188.00 176.72

Mason day 3.50 206.00 721.00Mazdoor day 20.00 146.00 2920.00

c) Machinery



Loader hour 6.00 1320.00 7920.00

Transit Mixer ( capacity 4.0 cu.m )

Transit Mixer 4 cum capacity lead upto hour 15.00 1150.00 17250.00

Lead beyond 1 Km, L - lead in Kilometer T-Km 300L 6.79 32592.00 L= 16


st of Labour, Material & Mechinery (a+b+c) for 120 cum ###

(i)

(p) Height upto 5m###

18.00 80089.92


60903.93

Cost for 15 cum= a+b+c+d+e+f ###


Using Batching Plant, Transit Mixerand Concrete Pump

For formwork and staging add thefollowing:For solid slab super-structure, 18-28%of (a+b+c)

Basic Cost of Labour, Material & Mechinery(a+b+c) for 120 cum

d) Formwork and staging 18 % of(a+b+c)

f) Contractors profit @ 0.1 on(a+b+c+d+e)


33/361

Page 31 of 362

say 5583.00

Note

14.2 1600

Unit = 1 MT

Taking output = 1 MT

a) Material

HYSD bars including 5% for laps and was MT 1.05 ### 32550.00

Binding wire Kg 8.00 31.00 248.00

Mate day 0.44 188.00 82.72

Blacksmith day 3.00 206.00 618.00

Mazdoor day 8.00 146.00 1168.00


1.Where ever concrete is carried out usingbatching plant, transit mixer, concretepump, admixers conforming IS: 9103 @0.4% of weight of cement may be added forachieving desired slump of concrete.2. Cement provided for various components

of the super structure is for estimatingpurpose only. Actual quantity of cementwill be as per approved mix design.Similarly, the provision for coarse and fineaggregates is for estimating purpose andthe exact quantity shall be as per the mix3. The items like needle and surfacevibrators are part of minor T & P which isalready covered under the overheadcharges. As such these items have notbeen added seperately in the rate analysis.A) Supplying ,fitting and placing HYSDbar reinforcement in super-structurecomplete as per drawing and technicalspecifications

b) Labour for cutting, bending, tying andplacing in position


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RM 3,276 8,575.41

3 MT 1,740 397.00

4 MT 756 2,387.64

5

(a) Vertical compression test (Test loadas per design) Each 13 117,161.70

(b) Lateral load test (Test load as perdesign) Each 13 32,423.74

disposal of the excavated spoils up to adistance of 200 m,designing , mixing and depositing of concrete in position bytremmie any approved method , compacting , finishing,cutting of the pile heads to cut off level for casting of pile caps ,supply and carriage of equipments, use of compressed air ifnecessary all materials including cement,labour with all lead andlift complete as per approved drawing and specification and asdirected by the Engineer. The measurement for payment shall bemade from founding level to cut off level of pile only. Any

additional length beyond cut off level required to be chipped off willnot be paid for.(a) 1200 mm dia pileNote:i) I) Lowering andconcreting of pileshould be done in one operation.ii) Makingup reinforcement including cutting, hooking, welding, bending,bindingwith wires in the piles will be measured andpaid forseparately. Lapping should not be more than two in each pile.iii)Payment for pile per running meterincludes the cost of boringand cost of cement with 10%extra cement required for underwater concreting including all other materials as required.iv) Nopayment for cement shall be made for the portion which will berequired to bechipped off.

Making up reinforcement for all RCC works& fitting andfixing HYSD/TMTreinforcement bars for RCC works in pileincluding decoiling, cleaning, cutting ,threading, welding,

hooking, bending, placingin positions (including loweringthe reinforcement cage in bore holes), supplying and binding with1(one) mm dia black annealed binding wire complete withsupply and carriage of all materials, labour, lead and lift etc.Numbers of lapping should not be more than two in each pile,complete in all respects as per Railways specification and as perdirection of the Engineer at site. (Payment of supply of TMTreinforcement will be paid separately)

Fabrication and fixing 6/8 mm thick MS linerin position aroundbored piles as per drawing and specification with contractor'sown labours, materials, tools , plants and machineriesincluding all lead, lift, descent, crossing of obstruction etc. and as

directed by the Engineer complete . MS liners will be leftpermanently with the piles and measurement for payment will bemade from the bottom of

pile cap to actual length incorporated.(Payment of supplyof MS plate will be made in separate item)

Conducting routine load test as perSpecification IS :2911 Pt. 4 - 1985 (FirstRevision, Amendment-1) on job/working piles (to be selected by the Engineer) includingprovision of all instruments, equipments, platform, kentledge,islands if and where required , joists or any other structurerequired and all other arrangements, loading and unloading, alllabour and carriage of all materials, all lead and lift, submission ofresults etc. complete as directed by the Engineer.


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6 Cum 165 2,370.78

7

Cum 3,516 4,844.23

8 Cum 750 2,311.15

13 RM 260 3,390.85

Plain Cement Concrete M-10 (1:3:6 nominalmix) in foundation,flooring, leveling course, base course and drains etc. with screenedhardstone aggregate or approved quality and graded from13mm 38mm size withcontractor's own materials(excluding cement) labour, tools, plants and machineryincluding supplying, fixing and removing ofform work,centering, scaffolding, pumping and bailing out water, shoring andtimberingand such other measures as are necessary to retain thesides of foundation pits wherevernecessary and including

curing, final rendering after stripping off form work with all lead, lift,ascent and descent, crossing oftracks etc. complete in allrespects as per drawing and special specifications and alsoasdirected by the Engineer at site.

Reinforced Cement Concrete M-35 (designmix) or any otherapproved mix design with screened hard aggregate of approvedquality properly graded with 6 mm to 20 mm size in abutment, piers,wing walls, retaining walls, face wall, U trough, box culvert etc. withcontractors own materials (excluding cement) labour, tools,plants and machinery including supplying, fixing and removing ofform work, centering, scaffolding, pumping and bailing out water,shoring and timbering and such other measures as necessary, final

rendering after striping off form work with all leads, lifts, ascents anddescents etc. complete in all respects as per drawingand specifications and direction of the Engineer at site. The workincludes cost of preparing concrete mix with weightbatching, mechanical mixing, vibrating and designingthe concretemix.

(a) In pile cap/entablature, in piers,abutments,. Pier cap,ballast walls, wing walls, retaining walls, parapet walls etc.

Supply and placing of boulders hand packedof approved quality andsize not less than 150mm and not more than 230 mm in anydirection (12 to 55 kg in weight) in layers behind abutments, boxes,straight walls, wing walls, retaining walls, return walls etc. withcontractors own materials, labour and tools etc. including all lead,lift, descent, crossing of track, complete in all respects as perdrawing and specification and as directed by the Engineer at site.The rate quoted shall include all charges like royalty monopoly,sale tax etc.

Making supplying, weaving, shaping andplacing wire sausagecrates (1.5 m x 1.0 m) with 8 SWG GI wire of 4mm dia includingmaking wire sausage (15 cm x 10 cm mesh) and filling with bouldershaving weight not less than 12 kg each and not less than 150mmsize in any direction with contractors own labour, tools, plants andmaterials including all lead, lift, descent including all incidentalcharges, royalty, monopoly, sales tax etc. complete in allrespects as per specification and as directed by the Engineer at site.


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14

(a) 600 mm thickness Cum 10,500 2,005.70

15 Sqm. 1,769 29.07

Total

SCHEDULE-D: (Super-structure of Bridges)

1 Cum 20 3,816.97

Supplying and pitching of boulders handpacked one man rockboulder of approved quality which should be of size not lessthan150 mm and not more than 250 mm in any direction ( 30to 55 Kg in weight), in layers in bridge floors and on bank slopestothe required profile with contractors own labor, materials tools,plants and machineryetc. including ramming and leveling the base,pumping and bailing out water if necessary with all lead anddescent complete in allrespects as per drawing and specificationsand as directed by the Engineer at site. The ratequoted shall

include all charges like royalty monopoly, sale tax etc.

Grouting the slope pitching laid above with1:3:6 with contractorsown materials(excluding cement), labour, tools, machinery,

transport and all incidental charges with alllead, lift or descentetc. complete in allrespects as per drawings, specifications andas directed by the Engineer at site.

Plain Cement Concrete M-25 (design mix) orany other approvedmixed design with screened hard broken stone aggregateofapproved quality & suitably graded havingmaximum nominal sizeof 20 mm in wearing course and copings etc. with contractorsownlabour and materials (excluding cement),including tools,plants, and machinery with all leads, lifts, ascents, descents,crossing of construction etc. including keeping 75 mm dia weepholes with AC pipe, supplying, fixing, removing all shuttering,cleaning, scaffolding, carriage of mix vibrating, tempering,curing, rendering after stripping of form-work complete in allrespects as per drawing, specifications and as directed by theEngineer in charge. The cement to be used for concrete should beof approved brand as per relevant item of Schedule- E andcontractor will have to submit test certificate from Govt./ISIapproved laboratory. Cement of higher grade, if required, willhave to be used for achieving the desired strength.


40/361


41/361

5 Set 8 91,502.10

6 Sqm. 2,400 670.83

SCHEDULE-E : (Supply of cement)

1 Per bag 63,972 330.50

Total

SCHEDULE-F: (Supply of Steel & structural steel etc.)

1 MT 202 58,422.91

2 MT 1,740 51,370.00

Supplying of elastomeric bearing for throughgirders of 18.30 m clearspan as per Railway standard drawing 1586 and specifications forBG loading standard for under mention. Rate includes all cost ofmaterial. Fabrication, transportation, transportation to site, handling,re-handling etc. complete in all respect (one set consists of 4 Nos.bearings) Nos and site of hole to be drilled on the bottom flange ofgireder to match with fitted bolt of elastomeric bearing(B-1686)

Metalising of floor members of open webgirders withaluminum spraying of 150micron nominal thickness andminimum 110 micron local thickness by aluminum wire methodafter preparing surface by sand/grit blasting as per provisionslaid down in Appendix- VI of IRS 131/79 Code (latestAlteration) with contractor's own tools and plants, labours,loading / unloading, transportation, handling, re-handling including all lead, lift, descent, crossing of track/obstruction etc. as per direction of the Engineer.

Supply of OP cement of grade 43/53 of approved quality in bagscontaining 50 kg each. The rates will include all transportationcharges, taxes, octroi etc. with all lead, lift, descent, crossing oftrack complete as per specification and direction of the Engineer.Payment will be made as per the quantity of work executed atsite against NFSR items. (Contractor should submit testcertificate from Govt./ISI approved laboratory).

Supply of steel sections (TATA/SAIL/IISCO)for making of steelgirder bridge of 18.3 m span composite girder (with latestalteration)including trolley refuge, inspection ladders, tie angle,chequered plate etc. as per Railwayapproved drawings (excludingbearing) of approved quality conforming to ISSpecification IS 2062-1992 Grade A/B fullykilled andnormalized for Bridge Girder components as mention above.The rate shallinclude transportation at work site/fabrication, loading,unloading, with all lead, lift, ascent, descent, crossing ofobstruction withcontractors own labour, tools and plants andtaxes, royalties etc. complete all left pieces orcut pieces of steelsection will be contractors materials.Note 1) Payment will bemade based onmeasurement of the fabricated materials underrelevant item.

Supplying HYSD/TMT reinforcement bars toIS standard specified forall RCC works/lsub- structure and superstructure of Br.Workincluding all transportation of materials uptowork site withcontractors own labour, construction plants & materils etc.with allleads, lifts or descent, crossing of obstructionetc. completein all respects as per approved drawings & specification and asdirected by the Engineer at site.


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3

MT 756 51,656.00

Total

SCHEDULE-G : (NFSR items)

1 L.S

Total

Supply fabricating and fixing of 8/6 mmthick MS liner in positionaround bored piles as per drawing and specificationwithcontractor's own tools, labour & plants etc.with all lead, lift,descent, crossing of obstruction, railway track, nullah etc.complete in all respect as per Railways specification and asdirected Engineer at site. MS liners will be left permanently with thepiles and measurement for payment will bemade from the bottom ofpile cap to actual length incorporated.

Note: - (i) Payment under this item will bemade for the netquantity as measured under the item Fabrication & fixing of MSlinerexcluding cutting/ wastages etc.(ii) On non availability of 6mmthickMS plate, 8mm thick plate can be used after prior approval ofthe competent authority.(iii) MS plate shall be of SAIL/ TISCO/IISCO/IISCI/RDSO approved with test certificate from Govt. /BIS approvedlaboratory.(a) Supply of MS plate etc.

Any other item of works required to be executed for successfulcompletion of work as deemed necessary by the Engineer andwhich will be as per all chapters other than Ch. XXIII (for P.Wayworks) of N.F.Railways Schedule of Rate, 1993.

%ageAbove/

Below/ Atpa

4,00,000.00(Basic cost)


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loading

ated Workable Quoted

Amount(`Rs.) Rate Amount

777,054.00

13,632.80 0 0 0

13,632.80 0 0 0

13,632.80 0 0 0

13,632.40 0 0 0

19,630.80 0 0 0

5,112.30 0 0 0

16,086.40 0 0 0

306,731.50 0 0 0

0 0 0

1,704.10 0 0 0

1,704.10 0 0 0

7,157.10 0 0 0

7,157.10 0 0 0

13,359.90 0 0 0

28,628.30 0 0 0

69,525.80 0 0 0

69,525.80 0 0 0

129,508.80 0 0 01,361,587.50 0 0 0

2,869,004.30 0.00 0.00

m), Br. No.138


44/361

5,232,600.00 0 0 0

7,438,500.00 0 0 0

600,210.00 0 0 0


45/361

42,500.00 0 0 0

13,313,810.00 0.00 0.00

412,233.00 0 0 0

0 0 0


46/361

28,093,043.16 0 0 0

690,780.00 0 0 0

1,805,055.84 0 0 0

0 0 0

0 0 0

1,523,102.10 0 0 0

421,508.62 0 0 0


47/361

391,178.70 0 0 0

0 0 0

17,032,312.68 0 0 0

1,733,362.50 0 0 0

881,621.00 0 0 0


48/361

0 0 0

21,059,850.00 0 0 0

51,424.83 0 0 0

7,40,95,472.43 0 0 0

0 0 0

76,339.40 0 0 0


49/361

1,145,458.30 0 0 0

4,380,228.60 0 0 0

4,545,177.76 0 0 0


50/361


51/361


52/361

Page 50 of 362

Summary of Rate Analysis

Item No. Descriptions Unit Rate

CHAPTER-1

CARRIAGE OF MATERIALS

1.1 cum 130.00

1.2 Loading and Unloading of Boulders by Manual Means cum 117.00

1.3 Loading and Unloading of Cement or Steel by Manual Means and stacking. tonne 167.001.4 Cost of Haulage Excluding Loading and Unloading

(i) Surfaced Road tonne.km 4.50

(ii) Unsurfaced Gravelled Road tonne.km 5.50

(iii) Katcha Track and Track in river bed / nallah bed and choe bed. tonne.km 11.00

1.5 cum 708.00

1.6 cum 748.00

1.7 cum 635.00

1.8 cum 536.00

CHAPTER-2

SITE CLEARANCE

2.1

(i) Girth from 300 mm to 600 mm each 144.00

(ii) Girth from 600 mm to 900 mm each 277.00

(iii) Girth from 900 mm to 1800 mm each 509.00

(iv) Girth above 1800 mm each 939.00

2.2 Clearing Grass and Removal of Rubbish hectare 8781.00

2.3

(i) By Manual Means:-

A In area of light jungle hectare 26739.00

B In area of thorny jungle hectare 35915.00

(ii) By Mechanical Means

A In area of light jungle hectare 32672.00

B In area of thorny jungle hectare 39535.00

2.4

(i) Lime /Cement Concrete

I By Manual Means

A Lime Concrete, cement concrete grade M-10 and below cum 226.00

B Cement Concrete Grade M-15 & M-20 cum 261.00

C Prestressed / Reinforced cement concrete grade M-20 & above cum 626.00

II By Mechanical Means for items No. 202( b) & ( c)

A Cement Concrete Grade M-15 & M-20 cum 392.00

B Prestressed / Reinforced cement concrete grade M-20 & above cum 627.00

(ii) Dismantling Brick / Tile work

A In lime mortar cum 156.00

B In cement mortar cum 191.00

C In mud mortar cum 141.00

D Dry brick pitching or brick soling cum 134.00

(iii) Dismantling Stone Masonry

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)

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 retainedon 50 mm sieve) and stacking as directed)Crushing of stone aggregates 13.2 mm nominal size. (Crushing of stone bouldersof 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacitycomprising of primary and secondary crushing units, belt conveyor and vibrating screensto obtain stone aggregates of 13 mm nominal size.)Crushing of stone aggregates 20 mm nominal size (Crushing of stone boulders of150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacitycomprising 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 of150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacitycomprising of primary and secondary crushing units, belt conveyor and vibrating screensto obtain stone aggregates of 40 mm nominal size.)

Cutting of Trees, including Cutting of Trunks, Branches and Removal(Cutting oftrees, including cutting of trunks, branches and removal of stumps, roots, stacking ofserviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in thedepression/pit.)

Clearing and Grubbing Road Land .(Clearing and grubbing road land includinguprooting 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 andstacking of serviceable material to be used or auctioned up to a lead of 1000 metresincluding removal and disposal of top organic soil not exceeding 150 mm in thickness.)

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 dismantledmaterial, disposal of unserviceable material and stacking the serviceable material with alllifts and lead of 1000 metres)


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Page 51 of 362



A Rubble stone masonry in lime mortar cum 170.00

B Rubble stone masonry in cement mortar. cum 191.00

C Rubble Stone Masonry in mud mortar. cum 156.00

D Dry rubble masonry cum 148.00

E Dismantling stone pitching/ dry stone spalls. cum 141.00

F cum 156.00(iv) cum 323.00

(v)

A Including dismembering tonne 768.00

B Excluding dismembering. tonne 579.00

C Extra over item No( V ) A and( V ) B for cutting rivets. tonne 5.00

(vi) Scraping of bricks dismantled from brick work including stacking.

AIn lime/Cement mortar

615.00

BIn mud mortar

220.00

(vii) Scraping of Stone from dismantled stone masonry

A In cement and lime mortar cum 247.00

B In Mud mortar cum 52.00(viii) Scarping plaster in lime or cement mortar from brick/ stone masonry sqm 8.00

(ix)

A Up to 600 mm dia metre 91.00

B Above 600 mm to 900 mm dia metre 123.00

C Above 900 mm metre 211.00

2.5

I By Manual Means

A Bituminous courses cum 413.00

B Granular courses cum 306.00

II By Mechanical Means

A Bituminous course cum 209.00

2.6 cum 1465.00

2.7 metre 46.00

2.8 metre 11.00

2.9 metre 16.00

2.10

A 5th KM stone each 212.00

B Ordinary KM Stone each 127.00

C Hectometre Stone each 25.00

2.11 metre 26.00

2.12 metre 74.00

2.13 metre 120.00

2.14 each 95.00

Dismantling boulders laid in wire crates including opening of crates andstacking dismantled materials.Wood work wrought framed and fixed in frames of trusses upto a height of 5 mabove plinth levelSteel work in all types of sections upto a height of 5 m above plinth levelexcluding cutting of rivet.

1000numbers

1000numbers

Removing all type of hume pipes and stacking within a lead of 1000 metresincluding earthwork and dismantling of masonry works.

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposalof dismantled materials up to a lead of 1000 metres, stacking serviceable andunserviceable materials separately)

Dismantling of Cement Concrete Pavement(Dismantling of cement concretepavement by mechanical means using pneumatic tools, breaking to pieces not exceeding0.02 cum in volume and stock piling at designated locations and disposal of dismantledmaterials up to a lead of 1000 metres, stacking serviceable and unserviceable materialsseparately)

Dismantling Guard Rails (Dismantling guard rails by manual means and disposal ofdismantled material with all lifts and up to a lead of 1000 metres, stacking serviceablematerials and unserviceable materials separately.)Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal ofdismantled material with all lifts and up to a lead of 1000 metre)

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

Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of

earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 mand back filling of pit.)

Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencingincluding posts, foundation concrete, back filling of pit by manual means includingdisposal of dismantled material with all lifts and up to a lead of 1000 metres, stackingserviceable material and unserviceable material separately. )Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm diaincluding disposal with all lifts and lead upto 1000 metres and stacking of serviceablematerial and unserviceable material separately under supervision of concerneddepartment)Removal of Cement Concrete Pipe of Sewer Gutter(Removal of cement concretepipe of sewer gutter 1500 mm dia under the supervision of concerned departmentincluding disposal with all lifts and up to a lead of 1000 metres and stacking of

serviceable and unserviceable material separately but excluding earth excavation anddismantling of masonry works.)

Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electricpoles including excavation and dismantling of foundation concrete and lines under thesupervision of concerned department, disposal with all lifts and up to a lead of 1000metres and stacking the serviceable and unserviceable material separately)


54/361

Page 52 of 362



CHAPTER-3

EARTH WORK, EROSION CONTROL AND DRAINAGE

3.1 cum 121.00

3.2 cum 157.00

3.3 cum 107.00

3.4 cum 180.00

3.5 cum 203.00

3.6 cum 73.00

3.7 cum 96.00

3.8

A Mechanised cum 554.00

B Manual Method cum 531.00

3.9 cum 219.00

3.10 cum 83.00

3.11 cum 74.00

3.12 sqm 96.00

3.13

(i) Ordinary soil

A Manual Means (Depth upto 3 m) cum 141.00

B Mechanical Means (Depth upto 3 m) cum 56.00

(ii) Ordinary rock (not requiring blasting)

A Manual Means (Depth upto 3 m) cum 176.00

B Mechanical Means cum 76.00

(iii) Hard rock ( requiring blasting )

A Manual Means cum 298.00(iv) Hard rock ( blasting prohibited )

A Mechanical Means cum 511.00

(v) Marshy soil

A Manual means ( upto 3 m depth) cum 363.00

Excavation in Soil by Manual Means. (Excavation for roadway in soil using manualmeans including loading in truck for carrying of cut earth to embankment site with all liftsand 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 toembankment site with in all lifts and leads upto 1000 metres )Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road wayin soil by mechanical means including cutting and pushing the earth to site ofembankment upto a distance of 100 metres (average lead50 metres), including trimmingbottom and side slopes in accordance with requirements of lines, grades and crossExcavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavationfor roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushingthe cut earth to site of embankment upto a distance of 100 metres ( average lead 50metres ), 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 andbreaking, 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 upto1000 metres )

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposalupto 1000

std data roads

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