rate analysis of orr with present rates most

8/6/2019 Rate Analysis of ORR With Present Rates MOST

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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 sheetsWorksheet- 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 APPURTENANCE

Worksheet- 9 : CHAPTER-9 PIPE CULVERTSWorksheet- 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


2/343


3/343

(A) Usage Rates of Plant and Machinery

Sl. No. Description of Machine Activity Output Unit

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

P&M-002 Concrete Mixing cum/hour 20 hour

P&M-003 Concrete Mixing cum/hour 13 hour

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

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

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

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

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

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

P&M-010 Concrete Mixer (b) 1 cum Concrete Mixing cum/hour 7.5 hour

P&M-011 Crane (a) 80 tonnes Lifting Purpose hour

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

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

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

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

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

P&M-017 cum/hour 60 /25 hour

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

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

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

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

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

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

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

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

P&M-026 Hydraulic Excavator of 1 cum bucket cum/hour 60 /60 /60 1175

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

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

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

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

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

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

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

P&M-034 cum/hour 40 hour

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

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

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

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

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

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

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

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

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

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

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

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


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

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

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

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

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

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

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

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

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

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

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

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

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

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

Sl. No. Description of Machine Unit

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

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

P&M-065 Belt conveyor system hour

P&M-066 Boat to carry atleast 20 persons hour

P&M-067 Cement concrete batch mix plant @ 175 cum per hour (effective output) hour

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

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

P&M-070 Crane 5 tonne capacity hour




P&M-074 Crane 40 T capacity hour

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

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

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

P&M-078 Epoxy Injection gun hour

P&M-079 Generator 33 KVA hour



P&M-082 hour

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

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

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

P&M-086 Plate compactor hour

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

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

P&M-089 Truck Trailor 30 tonne capacity hour

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

P&M-091 Tunnel Boring machine hour

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

P&M-093 Wet Mix Plant 100 TPH hour

P&M-094 Wet Mix Plant 75 TPH hour

Transportation 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

L-01 Blacksmith (IInd class) day

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

L-03 Blaster (Stone cutter) day

L-04 Carpenter I Class day

L-05 Chiseller (Head Mazdoor) day

L-06 Driller (Jumper) day

L-07 Diver day

L-08 Fitter day

L-09 Mali day

L-10 Mason (IInd class) day

L-11 Mason (Ist class) day

L-12 Mate / Supervisor day

L-13 Mazdoor day

L-14 Mazdoor/Dresser (Semi Skilled) day

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

L-16 Medical Officer day

L-17 Operator(grouting) day

L-18 Painter I class day

L-19 Para medical personnel day

(C) Materials

Sl. No. Description Unit

M-001 Stone Boulder of size 150 mm and below at Cruser Plant cum

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

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

M-004 Coarse sand at Mixing Plant cum

M-005 Coarse sand at Site cum

M-006 Fine sand at Site cum

M-007 Moorum at Site cum


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Page 4 of 344

Sr No Description Unit QuantityRate 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 0.330 200.00 66.00

hour 0.330 520.00 171.60

b) Overheads @ 8 % on (a) 19.01

c) Contractors profit @ 10 % on (a+b) 25.66

Cost for 5.5 cum = a+b+c 282.27

Rate per cum = (a+b+c)/ 5.5 51.32

Note Unloading will be by tipping. say 51.00

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 0.400 200.00 80.00

Time taken for empty return trip. hour 0.290 200.00 58.00



cost for 100 t km = a+b+c 163.94

Rate per t.km = (a+b+c)/100 1.64

say 1.60

1.4(II) Case II Unsurfaced Gravelled RoadSpeed with load : 20 km / hour

Speed for empty return trip : 30 km / hour

a)Machinery

Tipper 10 tonnes capacity

hour 0.500 200.00 100.00

Time taken for empty return trip hour 0.330 200.00 66.00



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 for

return 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 lead10 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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Page 5 of 344

Cost for 100 t .km = a+b+c 197.21

Rate per t.Km = (a+b+c)/100 1.97

say 2.00

1.4(III) Case III

Speed with load : 10 km / hour

a) Machinery

I) Tipper 10 tonnes capacity

Time taken for onward haulage hour 1.000 200.00 200.00

Time taken for empty return trip hour 0.670 200.00 134.00



Cost for 100 t .km = a+b+c 396.79

Rate per t.Km = (a+b+c)/100 3.97

say 4.00

1.5

Unit : cum

Taking output = 1 cum

a) Labour

Mate day 0.060 100.00 6.00 L-12

Mazdoor day 1.500 85.00 127.50 L-13

b) Material

cum 1.100 115.00 126.50 M-002

c) Overheads @ 8 % on (a+b) 20.80

28.08

Rate per cum = a+b+c+d 308.88

say 309.00

1.6

Unit : cum

a) Labour

Mate day 0.760 100.00 76.00 L-12

Mazdoor Skilled day 2.000 150.00 300.00 L-14

day 17.000 85.00 1445.00 L-13b) Material

cum 800.000 115.00 92000.00 M-001

c) Machinery

Hour 6.000 ### 70560.00

Front end loader 1 cum bucket capacity Hour 20.000 520.00 10400.00

Tipper 5.5 cum capacity Hour 20.000 200.00 4000.00

d) Overheads @ 8 % on (a+b+c) 14302.48

19308.35

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 @ 10 % 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-

e) Contractors profit @ 10 % on


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Page 6 of 344

Cost for 600 cum = a+b+c+d+e 212391.83

Rate per cum = (a+b+c+d+e)*0.95/600 336.29

say 336.00

Note

1.7

Unit : cum

a) LabourMate day 0.760 100.00 76.00 L-12


day 17.000 85.00 1445.00 L-13

b) Material

cum 800.000 115.00 92000.00 M-001

c) Machinery

Hour 6.000 ### 70560.00




19308.35

Cost for 670 cum = a+b+c+d+e 212391.83Rate per cum = (a+b+c+d+e)*0.90/670 285.30

say 285.00

Note

1.8

Unit : cum

a) Labour

Mate day 0.760 100.00 76.00 L-12

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 of

13.2 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


Integrated stone crusher of 200 TPHincluding belt conveyor and vibratingscreens

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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Page 7 of 344


Mazdoor day 17.000 85.00 1445.00 L-13

b) Material

cum 800.000 115.00 92000.00 M-001

c) Machinery

Hour 6.000 ### 70560.00




19308.35

Cost for 750 cum = (a+b+c+d+e)x0.85 180533.05

Rate per cum = (a+b+c+d+e)x0.85/750 240.71

say 241.00

Note

5.9 510 Surface Dressing

Unit = sqm

Taking output = 9000 sqm

Case -1:-19 mm nominal chipping size

a) Labour

Mate day 0.440 100.00 44.00 L-12Mazdoor day 9.000 85.00 765.00 L-13

Mazdoor skilled day 2.000 200.00 400.00 L-15

b) Machinery

hour 7.200 230.00 1656.00

Air compressor 250 cfm hour 7.200 196.00 1411.20

hour 6.000 1700.00 10200.00

hour 6.000 200.00 1200.00

Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00

Bitumen pressure distributor hour 6.000 692.00 4152.00

hour 6.000 297.00 1782.00

c) Material

Bitumen@ 1.20 kg per sqm tonne 10.800 ### 174196.66 M-074

cum 135.000 244.00 32940.00 M-053


25041.62

Cost for 9000 sqm= a+b+c+d+e 275457.82


Integrated stone crusher of 200 TPHincluding belt conveyor and vibrating

screens

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 and

stone 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 tonneweight

P&M-044

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

e) Contractors profit @ 10 % on(a+b+c+d)


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Page 8 of 344

Rate per sqm = (a+b+c+d+e)/9000 30.61

say 31.00

Case - II13 mm nominal size chipping

a) Labour

Mate day 0.440 100.00 44.00 L-12

Mazdoor day 9.000 85.00 765.00 L-13


b) Machinery

hour 7.200 230.00 1656.00


hour 6.000 1700.00 10200.00

hour 6.000 200.00 1200.00


hour 6.000 692.00 4152.00

Vibratory roller 8-10 tonne weight hour 6.000 994.00 5964.00

c) MaterialBitumen@ 1.00 kg per sqm tonne 9.000 ### 145163.88 M-074

cum 90.000 244.00 21960.00 M-052


21171.90



say 26.00

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 0.240 100.00 24.00 L-12

Mazdoor day 6.000 85.00 510.00 L-13

b) Machinery

Mechanical broom hour 6.000 230.00 1380.00


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-017Bitumen pressure distributor @ 1750

sqm per hourP&M-004P&M-

059

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


1.Where the proposed aggregate fails topass the stripping test, an approvedadhesion agent may be added to the binder

as 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

P&M-031


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Page 9 of 344


Mobile slurry seal equipment hour 6.000 650.00 3900.00


hour 6.000 200.00 1200.00

hour 6.000 740.00 4440.00

Water tanker6 KL capacity hour 2.000 237.50 475.00

c) Material

tonne 19.360 ### 297599.98 M-077

cum 102.080 425.00 43384.00 M-005

tonne 3.520 input #VALUE! M-188

Cost of water KL 12.000 250.00 3000.00 M-189

d) Overheads @ 8 % on (a+b+c) #VALUE!

#VALUE!

Cost for 16000 sqm= a+b+c+d+e #VALUE!

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

say #VALUE!

Case II 3 mm thickness

Unit = sqm


a) Labour

Mate day 0.200 100.00 20.00 L-12

Mazdoor day 5.000 85.00 425.00 L-13

b) Machinery





hour 6.000 200.00 1200.00


c) Material

tonne 17.160 ### 263781.80 M-077

cum 74.800 425.00 31790.00 M-005

tonne 2.640 input #VALUE! M-188Cost of water KL 12.000 250.00 3000.00 M-189


#VALUE!



say #VALUE!

Case III 1.5 mm thickness

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

aggregate from stockpile on road sideto slurry equipment,bitumen emulsion

and 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


(a+b+c+d)

P&M-

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

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



12/343

Page 10 of 344

Unit = sqm


a) Labour

Mate day 0.200 100.00 20.00 L-12

Mazdoor day 5.000 85.00 425.00 L-13

b) Machinery





hour 6.000 200.00 1200.00


c) Material

tonne 12.670 ### 194761.97 M-077

cum 43.300 406.00 17579.80 M-022

tonne 1.580 input #VALUE! M-188

Cost of water KL 12.000 250.00 3000.00 M-189


#VALUE!



say #VALUE!

Note

5.17 518 Fog Spray

Unit = sqm


a) Labour

Mate day 0.120 100.00 12.00 L-12

Mazdoor day 3.000 85.00 255.00 L-13

b) Machinery

hour 6.000 230.00 1380.00

Air compressor 250 cfm hour 6.000 196.00 1176.00tonne 6.000 692.00 4152.00

c) Material

Bitumenemulsion @ 0.75 kg per sqm tonne 7.880 ### 121130.57 M-077


13835.40


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

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

P&M-048

P&M-060

Residual Binder @ 16 % of mix, 36 x 2.2x 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-031

P&M-001Bitumen emulsion pressure distributor@ 1750 sqm per hour

P&M-004



13/343

Page 11 of 344


say 14.00

a) Labour

Mate day 0.160 100.00 16.00 L-12

Mazdoor for precoating of grit day 4.000 85.00 340.00 L-13

c) Material

cum 26.250 406.00 10657.50 M-024

tonne 0.790 ### 12143.80 M-077

23157.30

2.21

say 2.00

5.21 522 Crack Prevention Courses

Case - I

Unit = sqm


a) Labour

Mate day 0.240 100.00 24.00 L-12Mazdoor day 6.000 85.00 510.00 L-13

b) Machinery

hour 6.000 230.00 1380.00


hour 6.000 692.00 4152.00

Hydraulic Chip spreader hour 6.000 1700.00 10200.00

Smooth wheeled road roller 8-10 tonne hour 6.000 297.00 1782.00

c) Material

Modified binder tonne 9.450 ### 170027.24 M-078

Crushed stone aggregates 5.6 mm size cum 105.000 244.00 25620.00 M-050


23206.09



say 24.00

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



14/343

Page 12 of 344

Unit = sqm


a) Labour

Mate day 0.240 100.00 24.00 L-12

Mazdoor day 6.000 85.00 510.00 L-13

b) Machinery

hour 6.000 230.00 1380.00

Air compressor 250 cfem capacity hour 6.000 196.00 1176.00

hour 6.000 692.00 4152.00Hydraulic Chip spreader hour 6.000 1700.00 10200.00


c) Material


Crushed stone chipping 11.2 mm size cum105.000 244.00 25620.00 M-051


27286.75



say 29.00

Case III

Unit = sqm


a) Labour

Mate day 0.240 100.00 24.00 L-12

Mazdoor day 6.000 85.00 510.00 L-13


b) Machinery

hour 6.000 230.00 1380.00


hour 6.000 692.00 4152.00

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-001

Bitumen 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



sqm per hourP&M-004


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Hydraulic Chip spreader hour 6.000 1700.00 10200.00


c) Material


Crushed stone aggregates 11.2 mm size cum 126.000 244.00 30744.00 M-051


36044.65



say 38.00

Case IV

Unit = sqmTaking output = 3500 sqm

a) Labour

Mate day 0.560 100.00 56.00 L-12

Mazdoor day 12.000 85.00 1020.00 L-13


b) Machinery

hour 2.800 230.00 644.00


tonne 2.000 692.00 1384.00

Pneumatic roller hour 2.000 740.00 1480.00

c) Materialtonne 3.680 ### 55616.36 M-075

Geotextile including 10 % for overlaps sqm ### 400.00 1540000.00 M-108


172924.11



say 543.00

NOTE

8.3 801

ii) English and Roman

P&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



sqm per hourP&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 sameday, an output of 3500 sqm only has been

considered 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

Hyphens and the like not to be measuredand paid for


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Unit = per cm height per letter

a) Labour

Mate day 0.07 100 7.00

Painter Ist class day 1.25 200 250.00

Mazdoor day 0.5085 42.50

b) Material

Paint Litre 0.50 90 45.00


d) Contractors profit @ 10 % on (a+b+c) 37.21

Cost for 1600 cm = a+b+c+d 409.27

0.26

say 0.30

8.8 803

Unit = sqm


a) Labour

Mate day 0.12 100 12.00

Painter day 2.00 200 400.00

Mazdoor day 1.00 85 85.00

b) Material

Litre 6.00 150 900.00

9.00


d) Contractors profit @ 10 % on (a+b+c) 151.85Cost for 40 sqm = a+b+c+d 1670.33

Rate per sqm = (a+b+c+d)/40 41.76

say 42.00

8.9 803 Painting on Steel Surfaces

Unit = sqm


a) Labour

Mate day 0.03100 3.00

Painter day 0.45 200 90.00

Mazdoor day 0.25 85 21.25

b) Material

Paint ready mixed approved brand. Litre 1.25 90 112.50

1.13



Detail 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 270.72

Rate per sqm = (a+b+c+d)/10 27.07

say 27.00

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

Unit = 1 cumTaking output = 1 cum

a) Materials

Cement MT 0.51 3500.00 1785.00

Sand cum 1.05 425.00 446.25

b) Labour

Mate day 0.04 100.00 4.00

Mazdoor day 0.90 85.00 76.50

Total Material and Labour = (a+b) 2312.00

Cement mortar1:2 (1cement :2 sand)

Unit = 1 cumTaking output = 1 cum

a) Materials

Cement MT 0.67 3500.00 2352.00

Sand cum 0.93 425.00 396.67

b) Labour

Mate day 0.04 100.00 4.00

Mazdoor day 0.90 85.00 76.50


Cement mortar1:6 (1cement :6 sand)

Unit = 1 cum


a) Materials

Cement MT 0.29 3500.00 1008.00

Sand cum 1.20 425.00 510.00

b) Labour

Mate day 0.04 100.00 4.00

Mazdoor day 0.90 85.00 76.50


12.7 1400

Unit = cum


(A)

a) Material

Stone cum 5.50 input #VALUE! M-169

Through and bond stone each 35.00 16.00 560.00 M-182

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

cum 1.50 2312.00 3468.00

b) Labour

Mate day 0.66 100.00 66.00 L-12

Sub-analysis (A)

Sub-analysis (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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Mason day 7.50 200.00 1500.00 L-11

Mazdoor day 9.00 85.00 765.00 L-13

#VALUE!

#VALUE!

Cost for 5 cum = a+b+c+d #VALUE!

Rate per cum (a+b+c+d)/5 #VALUE!

say #VALUE!

1405.3 B) Random Rubble Masonry

( coursed/uncoursed )

Unit = cum


a) Material

Stone cum 5.50 92.50 508.75

Through and bond stone Nos 35.00 16.00 560.00

(35nos.x0.24mx0.24mx0.39m = 0.79 cu.m)

Cement mortar 1:3 (Rate as in item 12.6 cum 1.55 2312.00 3583.60

b) Labour

Mate day 0.62 100.00 62.00

Mason day 6.00 200.00 1200.00

Mazdoor day 9.00 85.00 765.00

c) Overheads @ 8 % on (a+b) 534.35d) Contractors profit @ 10 % on (a+b+c) 721.37

Cost for 5 cum = a+b+c+d 7935.07

Rate per cum (a+b+c+d)/5 1587.01

say 1587.00

@

1400

Unit = cum


1405.3 B) Random Rubble Masonry( coursed/uncoursed )

Unit = cum


a) Material

Stone cum 5.50 92.50 508.75

Through and bond stone Nos 35.00 16.00 560.00

(35nos.x0.24mx0.24mx0.39m = 0.79 cu.m)

Cement mortar 1:3 (Rate as in item 13.6 cum 1.55 1599.00 2478.45

b) Labour

Mate day 0.62 100.00 62.00

Mason day 6.00 200.00 1200.00

Mazdoor day 9.00 85.00 765.00


d) Contractors profit @ 10 % on (a+b+c) 602.01Cost for 5 cum = a+b+c+d 6622.15

Rate per cum (a+b+c+d)/5 1324.43

say 1324.00

@

c) Overhead charges @ 8 % on

d) Contractor's profit @ 10 % on

The labour already considered in cementmortar has been taken into account whileproposing labour for masonry works.

12.7(Add)

Stone masonry work in cement mortar1:6 in foundation complete as drawingand Technical Specification

The labour already considered in cementmortar has been taken into account whileproposing labour for masonry works.


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12.8

A PCC Grade M15

Unit = cum


a) Material

Cement MT 4.13 3500.00 14455.00

Coarse sand cum 6.75 425.00 2868.75

40 mm Aggregate cum 8.10 244.00 1976.40

20 mm Aggregate cum 4.05 244.00 988.20

10 mm Aggregate cum 1.35 244.00 329.40

b) Labour

Mate day 0.86 100.00 86.00

Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery

Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 150.00 900.00

Generator 63 KVA hour 6.00 250.00 1500.00

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

1004.15

e) Overheads @ 8 % on (a+b+c+d) 2088.63

f) Contractors profit @ 10 % on (a+b+c+d+e) 2819.65

Cost for 15 cum = a+b+c+d+e+f 31016.19

Rate per cum (a+b+c+d+e+f)/15 2067.75

say 2068.00

Note

12.8 B PCC Grade M20

Unit : cum


a) MaterialCement MT 5.16 3500.00 18060.00

Coarse sand cum 6.75 425.00 2868.75

40 mm Aggregate cum 5.40 244.00 1317.60

20 mm Aggregate cum 5.40 244.00 1317.60

10 mm Aggregate cum 2.70 244.00 658.80

b) Labour

Mate day 0.86 100.00 86.00

Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery




12.8 C RCC Grade M20Unit = cum

Case I Using concrete mixer


a) Material

Cement MT 5.21 3500.00 18235.00

Coarse sand cum 6.75 425.00 2868.75

20 mm Aggregate cum 8.10 244.00 1976.40

10 mm Aggregate cum 5.40 244.00 1317.60

1500,1700 &2100

Plain/Reinforced cement concrete inopen foundation complete as perdrawing and technical specifications

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

Nedle Vibrator is an item of minor T & Pwhich is already included in overheadcharges. Hence not added in rate analysisof cement concrete works.


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b) Labour

Mate day 0.86 100.00 86.00

Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery




Case II

Unit : cum

Taking Output = 120 cum

a) Material

Cement MT 41.66 3500.00 145810.00

Coarse Sand cum 54.00 230.00 12420.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

b) Labour

Mate day 0.84 100.00 84.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00c) Machinery

Batching Plant @ 20 cum/hour hour 6.00 1500.00 9000.00


Loader 1 cum capacity hour 6.00 520.00 3120.00

Transit Mixer 4 cum capacity for lead upt hour 15.00 625.00 9375.00

Lead beyond 1 km, L-lead in km T-km 300L 19.00 34200.00 L= 6

Concrete Pump hour 6 165.00 990.00


9786.76



Cost for 120 cum = a+b+c+d+e+f 302293.44Rate per cum = ( a+b+c+d+e+f )/120 2519.11

say 2519.00

12.8 D PCC Grade M25

Unit = cum

Case I Using concrete Mixer


a) Material

Cement MT 5.99 3500.00 20965.00

Coarse sand cum 6.75 425.00 2868.75

40 mm Aggregate cum 5.40 244.00 1317.60

20 mm Aggregate cum 5.40 244.00 1317.60

10 mm Aggregate cum 2.70 244.00 658.80

b) Labour

Mate day 0.86 100.00 86.00Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery




Case II

With Batching Plant, Transit Mixer andConrete Pump




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Unit : cum


a) Material

Cement MT 47.95 3500.00 167825.00

Coarse sand cum 54.00 230.00 12420.00

40 mm Aggregate cum 43.20 230.00 9936.00

20 mm Aggregate cum 43.20 230.00 9936.00

10 mm Aggregate cum 21.60 230.00 4968.00

b) Labour

Mate day 0.84 100.00 84.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery





T-Km 300L 19.00 34200.00 L= 6

Concrete Pump hour 6 165.00 990.00

um Basic Cost of Labour, Material & Mechinery (a+b+c) ###10000.65



cost of 120 cum = a+b+c+d+e+f 328701.36


say 2739.00

12.8 E RCC Grade M25

Unit = cum

Case I Using concrete Mixer


a) Material

Cement MT 6.05 3500.00 21175.00Coarse sand cum 6.75 425.00 2868.75

20 mm Aggregate cum 8.10 244.00 1976.40

10 mm Aggregate cum 5.40 244.00 1317.60

b) Labour

Mate day 0.86 100.00 86.00

Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery




Case II

Unit : cumTaking Output = 120 cum

a) Material

Cement MT 48.38 3500.00 169330.00

Coarse sand cum 54.00 230.00 12420.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

Admixer Kg 193.52 17.90 3464.01

b) Labour

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

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



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Mate day 0.84 100.00 84.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery



Loader 1 cum capacity 1 cum hour 6.00 520.00 3120.00


T-Km 300L 19.00 34200.00 L= 6

Concrete Pump hour 6.00 165.00 990.00


12.8 F PCC Grade M30

Unit = cum

Case I Using Concrete Mixer


a) Material

Cement MT 6.08 3500.00 21280.00

Coarse sand cum 6.75 425.00 2868.75

40 mm Aggregate cum 5.40 244.00 1317.60

20 mm Aggregate cum 5.40 244.00 1317.6010 mm Aggregate cum 2.70 244.00 658.80

b) Labour

Mate day 0.86 100.00 86.00

Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery




Case II

Unit : cum

Taking Output = 120 cuma) Material

Cement MT 48.60 3500.00 170100.00

Coarse sand cum 54.00 230.00 12420.00

40 mm Aggregate cum 43.20 230.00 9936.00

20 mm Aggregate cum 43.20 230.00 9936.00

10 mm Aggregate cum 21.60 230.00 4968.00

b) Labour

Mate day 0.84 100.00 84.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery



Loader 1 cum capacity hour 6.00 520.00 3120.00 Transit Mixer 4 cum capacity for lead upt hour 15.00 625.00 9375.00

T-Km 300L 19.00 34200.00 L= 6



12.8 G RCC Grade M30


Unit = cum


Using Batching Plant, Transit Mixerand Conrete Pump



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a) Material

Cement MT 6.10 3500.00 21350.00

Coarse sand cum 6.75 425.00 2868.75

20 mm Aggregate cum 8.10 244.00 1976.40

10 mm Aggregate cum 5.40 244.00 1317.60

b) Labour

Mate day 0.86 100.00 86.00

Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery




Unit = cum


a) Material

Cement MT 48.80 3500.00 170800.00

Coarse sand cum 54.00 230.00 12420.0020 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

b) Labour

Mate day 0.84 100.00 84.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery





T-Km 300L 19.00 34200.00 L= 6



12.8 H RCC Grade M35


Unit = cum


a) Material

Cement MT 6.33 3500.00 22155.00

Coarse sand cum 6.75 425.00 2868.75

20 mm Aggregate cum 8.10 244.00 1976.40

10 mm Aggregate cum 5.40 244.00 1317.60

b) Labour

Mate day 0.86 100.00 86.00

Mason day 1.50 200.00 300.00Mazdoor day 20.00 85.00 1700.00

c) Machinery




Case II

Unit ; cum

Case II Using Batching Plant, Transit Mixerand Conrete Pump




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a) Material

Cement MT 50.64 3500.00 177240.00

Coarse sand cum 54.00 230.00 12420.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

Admixer Kg 202.56 17.90 3625.82

b) Labour

Mate day 0.84 100.00 84.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery





T-Km 300L 19.00 34200.00 L= 6



8391.74



cost of 120 cum = a+b+c+d+e+f 342282.48


say 2852.00

2401.00

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 3500.00 19425.00

Coarse sand cum 6.75 425.00 2868.75

40 mm Aggregate cum 5.40 244.00 1317.60

20 mm Aggregate cum 5.40 244.00 1317.6010 mm Aggregate cum 2.70 244.00 658.80

Admixer Kg 18.60 17.90 332.94

b) Labour

Mate day 0.90 100.00 90.00

Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery


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


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


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hour 6.00 230.00 1380.00


Note

Case II

Unit ; cum


a) Material

Cement MT 44.40 3500.00 155400.00

Coarse sand cum 54.00 230.00 12420.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

Admixer Kg 148.80 17.90 2663.52

b) Labour

Mate day 0.88 100.00 88.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1500.00 9000.00




T-Km 300L 19.00 34200.00 L= 6



(ii) PCC Grade M25


Unit = cumTaking output = 15 cum

a) Material

Cement MT 5.99 3500.00 20965.00

Coarse sand cum 6.75 425.00 2868.75

40 mm Aggregate cum 5.40 244.00 1317.60

20 mm Aggregate cum 5.40 244.00 1317.60

10 mm Aggregate cum 2.70 244.00 658.80

Admixer Kg 21.60 17.90 386.64

b) Labour

Mate day 0.90 100.00 90.00

Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery

Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 150.00 900.00Generator 33 KVA hour 6.00 240.00 1440.00

hour 6.00 230.00 1380.00


Case II

Unit = cum


Light Crane 3 tonnes capacity forhandling tremie pipe

10% extra cement may be added whereunder water concreting is involved.

Using Batching Plant, Transit Mixerand Crane/concrete pump

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

Light Crane of 3 tonnes capacity forhandling tremie pipe



26/343

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a) Material

Cement MT 47.88 3500.00 167580.00

Coarse sand cum 54.00 230.00 12420.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

Admixer Kg 172.80 17.90 3093.12

b) Labour

Mate day 0.88 100.00 88.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery





T-Km 300L 19.00 34200.00 L= 6



(iii) PCC Grade M30Case I Using Concrete Mixer

Unit = 1 cum


a) Material

Cement MT 6.08 3500.00 21280.00

Coarse sand cum 6.75 425.00 2868.75

40 mm Aggregate cum 5.40 244.00 1317.60

20 mm Aggregate cum 5.40 244.00 1317.60

10 mm Aggregate cum 2.70 244.00 658.80

Admixer Kg 21.60 17.90 386.64

b) Labour

Mate day 0.90 100.00 90.00

Mason day 1.50 200.00 300.00Mazdoor day 20.00 85.00 1700.00

c) Machinery



hour 6.00 230.00 1380.00


Case II

Unit = cum


a) Material

Cement MT 48.64 3500.00 170240.00

Coarse sand cum 54.00 230.00 12420.0020 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

Admixer Kg 172.80 17.90 3093.12

b) Labour

Mate day 0.88 100.00 88.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery





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T-Km 300L 19.00 34200.00 L= 6



(iv) PCC Grade M35


Unit = 1 cum


a) Material

Cement MT 6.29 3500.00 22015.00

Coarse sand cum 6.75 425.00 2868.75

40 mm Aggregate cum 5.40 244.00 1317.60

20 mm Aggregate cum 5.40 244.00 1317.60

10 mm Aggregate cum 2.70 244.00 658.80

Admixer Kg 21.60 17.90 386.64

b) LabourMate day 0.90 100.00 90.00

Mason day 1.50 200.00 300.00

Mazdoor day 20.00 85.00 1700.00

c) Machinery



hour 6.00 230.00 1380.00


Case II

Unit = cum

Taking output = 120 cuma) Material

Cement MT 50.28 3500.00 175980.00

Coarse sand cum 54.00 230.00 12420.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

Admixer Kg 172.80 17.90 3093.12

b) Labour

Mate day 0.88 100.00 88.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery



Loader 1 cum capacity hour 6.00 520.00 3120.00 Transit Mixer 4 cum capacity for lead upt hour 15.00 625.00 9375.00

T-Km 300L 19.00 34200.00 L= 6








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10927.56


e) Contractors profit @ 10 % on (a+b+c+d) 31197.28

cost of 120 cum = a+b+c+d+e 343170.05

Rate per cum (a+b+c+d+e)/120 2859.75

Say 2860.00

F Well cap

iv) RCC Grade M35

Case II

Unit = cum


a) Material

Cement MT 50.64 3500.00 177240.00

Coarse sand cum 54.00 230.00 12420.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

b) LabourMate day 0.84 100.00 84.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery



Loader(capacity 1 cum) hour 6.00 520.00 3120.00

Transit Mixer ( capacity 4.0 cu.m )


Lead beyond 1 Km, L - lead in Kilometer T-Km 300L 19.00 34200.00 L= 6


Formwork @ 3% of (a+b+c) 8282.97

d) Overheads @ 8 % on (a+b+c) 22750.56e) Contractors profit @ 10 % on (a+b+c+d) 30713.25

cost of 120 cum = a+b+c+d+e 337845.78

Rate per cum (a+b+c+d+e)/120 2815.38

Say 2815.00

Note

3.13 304 Excavation for Structures

I) Ordinary soil

Unit = cum


A Manual Means

(i) Depth upto 3 m

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


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

Earth work in excavation of foundation ofstructures as per drawing and technicalspecification, 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


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a) Labour

Mate day 0.320 100.00 32.00 L-12

Mazdoor day 8.000 85.00 680.00 L-13



Cost for 10 cum = a+b+c 845.86

Rate per cum = (a+b+c)/10 84.59

say 85.00

Note

B Mechanical Means

(i) Depth upto 3 m

Unit = cum


a) Labour

Mate day 0.32 100 32.00

Mazdoor day 8.00 85 680.00

b) Machinery

Hydraulic excavator 1.0 cum bucket cap hour 6.00 1175 7050.00



Cost for 300 cum = a+b+c+d 9221.26

Rate per cum = (a+b+c+d)/300 30.74

say 31.00

Note

13.6

Output : MT

Taking output = 1 MT

a) Material

MT 1.05 ### 30187.50

Binding wire kg 6.00 34.00 204.00

Mate day 0.34 100.00 34.00

Blacksmith day 2.00 200.00 400.00Mazdoor day 6.50 85.00 552.50



Rate for per MT (a+b+c+d) 37277.06

say 37277.00

14.1

A RCC Grade M20

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) maybe added, where required. Assessment for

dewatering 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


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Case II

Unit = cum


a) Material

Cement MT 40.92 3500.00 143220.00

Coarse sand cum 54.00 230.00 12420.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

b) Labour

Mate day 0.84 100.00 84.00

Mason day 3.00 200.00 600.00

Mazdoor day 18.00 85.00 1530.00

c) Machinery



Loader hour 6.00 520.00 3120.00


Transit Mixer 4 cum capacity lead upto hour 15.00 625.00 9375.00


Concrete Pump hour 6.00 165.00 990.00t of Labour, Material & Mechinery (a+b+c) for 120 cum ###

(i)

(p) Height upto 5m

242079.00

d) Formwork and staging 20 % of (a+b+c) 20.00 48415.80





say 2876.00

B RCC Grade M25

Case II

Unit = cum


a) Material

Cement MT 47.95 3500.00 167825.00

Coarse sand cum 54.20 230.00 12466.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

b) Labour

Mate day 0.84 100.00 84.00

Mason day 3.00 200.00 600.00




Loader hour 6.00 520.00 3120.00





Using Batching Plant, Transit Mixerand Concrete Pump

For solid slab super-structure, 20-30%

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

Using Batching Plant, Transit Mixerand Concrete Pump


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

(i)

(p) Height upto 5m

266730.00

20.00 53346.00e) Overheads @ 8 % on (a+b+c+d) 25606.08

34568.21

Cost for 15 cum= a+b+c+d+e+f 380250.29


say 3169.00

C RCC Grade M 30

Case II

Unit = cum

Taking output = 120 cuma) Material

Cement MT 48.79 3500.00 170765.00

Coarse sand cum 54.60 230.00 12558.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

b) Labour

Mate day 0.88 100.00 88.00

Mason day 3.00 200.00 600.00

Mazdoor day 19.00 85.00 1615.00

c) Machinery



Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )




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

(i)

(p) Height upto 5m

269851.00

d) Formwork and staging 20 % of (a+b+c) 20.00 53970.20





say 3206.00

Rate per cum (a+b+c+d)/120 ( including formwork and excludin 2699.00

Rate per cum (a+b+c+d)/120 ( excluding formwork and Excludin 2249.00

For formwork and staging add thefollowing:For solid slab super-structure, 20-30%of (a+b+c)


d) Formwork and staging 20 % of(a+b+c)

f) Contractors profit @ 10 % on(a+b+c+d+e)

Using Batching Plant, Transit Mixerand Concrete Pump.

For formwork and staging add the

For solid slab super-structure, 20-30%



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E PSC Grade M-40

Case 1 Using concret mixer.

Unit = 1 cum


a) Material

Cement MT 6.45 3500.00 22575.00

Coarse sand cum 6.75 425.00 2868.75

20 mm Aggregate cum 8.10 244.00 1976.40

10 mm Aggregate cum 5.40 244.00 1317.60

Admixture @ 0.4% of cement kg 25.80 17.90 461.82

b) Labour

Mate day 0.96 100.00 96.00

Mason day 2.00 200.00 400.00

Mazdoor day 22.00 85.00 1870.00

c) Machinery



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

Case II

Unit = cum


a) Material

Cement MT 51.60 3500.00 180600.00

Coarse sand cum 54.00 230.00 12420.00

20 mm Aggregate cum 64.80 230.00 14904.00

10 mm Aggregate cum 43.20 230.00 9936.00

Admixture @ 0.4% of cement kg 206.40 17.90 3694.56

Admixer Kg 216.00 17.90 3866.40

b) Labour

Mate day 0.94 100.00 94.00

Mason day 3.50 200.00 700.00




Loader hour 6.00 520.00 3120.00





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

(i)

(p) Height upto 5m

287300.00

18.00 51714.00


36613.51

Cost for 15 cum= a+b+c+d+e+f 402748.63


say 3356.00

Using Batching Plant, Transit Mixer

and Concrete Pump

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


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

f) Contractors profit @ 10 % on(a+b+c+d+e)


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Note

14.2 1600

Unit = 1 MT

Taking output = 1 MT

a) Material

HYSD bars including 5% for laps and was MT 1.05 ### 30187.50Binding wire Kg 8.00 34.00 272.00

Mate day 0.44 100.00 44.00

Blacksmith day 3.00 200.00 600.00

Mazdoor day 8.00 85.00 680.00


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 componentsof the super structure is for estimatingpurpose only. Actual quantity of cement

will 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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Summary of Rate Analysis

Item No. Descriptions Unit Rate

CHAPTER-1

CARRIAGE OF MATERIALS

1.1 cum 51.00

1.2 Loading and Unloading of Boulders by Manual Means cum 49.00

1.3 Loading and Unloading of Cement or Steel by Manual Means and stacking. tonne 69.001.4 Cost of Haulage Excluding Loading and Unloading

(i) Surfaced Road tonne.km 1.60

(ii) Unsurfaced Gravelled Road tonne.km 2.00

(iii) Katcha Track and Track in river bed / nallah bed and choe bed. tonne.km 4.00

1.5 cum 309.00

1.6 cum 336.00

1.7 cum 285.00

1.8 cum 241.00

CHAPTER-2

SITE CLEARANCE

2.1

(i) Girth from 300 mm to 600 mm each 89.00

(ii) Girth from 600 mm to 900 mm each 175.00

(iii) Girth from 900 mm to 1800 mm each 317.00

(iv) Girth above 1800 mm each 582.00

2.2 Clearing Grass and Removal of Rubbish hectare 5287.00

2.3

(i) By Manual Means:-

A In area of light jungle hectare 16125.00

B In area of thorny jungle hectare 21676.00

(ii) By Mechanical Means

A In area of light jungle hectare 9598.00

B In area of thorny jungle hectare 11724.00

2.4

(i) Lime /Cement Concrete

I By Manual Means

A Lime Concrete, cement concrete grade M-10 and below cum 142.00

B Cement Concrete Grade M-15 & M-20 cum 163.00

C Prestressed / Reinforced cement concrete grade M-20 & above cum 402.00

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

A Cement Concrete Grade M-15 & M-20 cum 240.00

B Prestressed / Reinforced cement concrete grade M-20 & above cum 410.00

(ii) Dismantling Brick / Tile work

A In lime mortar cum 100.00

B In cement mortar cum 121.00

C In mud mortar cum 91.00

D Dry brick pitching or brick soling cum 87.00

(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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A Rubble stone masonry in lime mortar cum 108.00

B Rubble stone masonry in cement mortar. cum 121.00

C Rubble Stone Masonry in mud mortar. cum 100.00

D Dry rubble masonry cum 95.00

E Dismantling stone pitching/ dry stone spalls. cum 91.00

F cum 100.00(iv) cum 239.00

(v)

A Including dismembering tonne 564.00

B Excluding dismembering. tonne 401.00

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

370.00

BIn mud mortar

132.00

(vii) Scraping of Stone from dismantled stone masonry

A In cement and lime mortar cum 149.00

B In Mud mortar cum 31.00(viii) Scarping plaster in lime or cement mortar from brick/ stone masonry sqm 5.00

(ix)

A Up to 600 mm dia metre 55.00

B Above 600 mm to 900 mm dia metre 74.00

C Above 900 mm metre 127.00

2.5

I By Manual Means

A Bituminous courses cum 259.00

B Granular courses cum 193.00

II By Mechanical Means

A Bituminous course cum 137.00

2.6 cum 1593.00

2.7 metre 29.00

2.8 metre 7.00

2.9 metre 10.00

2.10

A 5th KM stone each 131.00

B Ordinary KM Stone each 79.00

C Hectometre Stone each 16.00

2.11 metre 18.00

2.12 metre 47.00

2.13 metre 77.00

2.14 each 65.00

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)


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CHAPTER-3

EARTH WORK, EROSION CONTROL AND DRAINAGE

3.1 cum 60.00

3.2 cum 82.00

3.3 cum 31.00

3.4 cum 52.00

3.5 cum 76.00

3.6 cum 34.00

3.7 cum 47.00

3.8

A Mechanised cum 272.00

B Manual Method cum 327.00

3.9 cum 130.00

3.10 cum 39.00

3.11 cum 35.00

3.12 sqm 55.00

3.13

(i) Ordinary soil

A Manual Means (Depth upto 3 m) cum 85.00

B Mechanical Means (Depth upto 3 m) cum 31.00

(ii) Ordinary rock (not requiring blasting)

A Manual Means (Depth upto 3 m) cum 106.00

B Mechanical Means cum 42.00

(iii) Hard rock ( requiring blasting )

A Manual Means cum 198.00(iv) Hard rock ( blasting prohibited )

A Mechanical Means cum 286.00

(v) Marshy soil

A Manual means ( upto 3 m depth) cum 199.00

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 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cumbucket capacity including cutting and loading in tippers, trimming bottom and sideslopes, in accordance with requirements of lines, grades and cross sections, andtransporting to the embankment location within all lifts and lead upto 1000m)

Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers withdisposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulicexcavator 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 bottomand 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 anddisposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes inaccordance with requirements of lines, grades and cross sections.)

Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres(Excavation for roadway in hard rock with controlled 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 Marshy Soil (Excavation for roadway in marshy soil with hydraulicexcavator 0.9 cum bucket capacity including cutting and loading in tippers and disposalwith in all lifts and lead upto 1000 metres, trimming of bottom and side slopes inaccordance with requirements of lines, grades and cross sections.)Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal ofunserviceable soil including excavation, loading and disposal upto 1000 metres lead butexcluding replacement by suitable soil which shall be paid separately as per clause 305.)

Pre-splitting of Rock Excavation Slopes (Carrying out excavation in hard rock toachieve a specified slope of the rock face by controlled use of explosives and blastingaccessories 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 withall 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 perdrawing and technical specification, including setting out, construction of shoring andbracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to

rate analysis of orr with present rates most

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