Book 1

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CHAPTER-IV

CANAL CROSS DRAINAGE WORKS

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

FOR THE YEAR :2011-12Index- code

IRR-CCDW CANAL CROSS DRAINAGE WORKS - DATA RATES

IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS :

IRR-CCDW-1-1

50 m and initial lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 10.00 cumA. MATERIALS:

Sl No Particulars Unit Quantity Rate Amountin Rs. in Rs.

1 NIL 0.00 0.00 0.000.00 0.00 0.00

Total cost of Materials Rs: 0.00

B. MACHINERY:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00

C. LABOUR:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 work inspector Day 0.25 275.00 68.752 mazdoor Day 6.00 215.00 1290.00

Total cost of Labour Rs: 1358.75labour component/unit qty 135.90Add contractor's profit and overhead charges 0.14 19.00labour component/unit qty (including contractor's profit) 154.90

ABSTRACT:A. Cost of Materials Rs: 0.00B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 1358.75

Total Rs: 1358.75D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 190.23Total cost for 10.00 cum Rs: 1548.98Rate per cum (A+B+C+D)/10.0 Rs. 154.90

IRR-CCDW-1-2 Excavation for Structures- Mechanical Means ( Data adopted from MORTH)

including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m

Unit = cumDATA: Taking output = 240 cum 240.00 cum

a) LabourSl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 work inspector day 0.32 275.00 88.00 2 Mazdoor day 8.00 215.00 1720.00

Total in Rs. 1808.00

b)Machinery

Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canalcross drainage and other appurtenant structures and placing the excavated stuff neatly inspecified dump area or disposing off the same as directed etc., complete with initial lead upto

Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification,

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Sl No Description Unit Quantity Rate Amountin Rs. in Rs.

1 Hydraulic excavator 1.0 cum bucket capacity hour 6.00 1180.70 7084.20 Fuel/ Energy charges hour 6.00 680.60 4083.60 crew for excavator hour 6.00 148.20 889.20 Total in Rs. 12057.00

labour component/unit qty 50.20Add contractor's profit and overhead charges 0.14 7.00labour component/unit qty (including contractor's profit) 57.20

Abstracta) Labour Rs 1808.00 b) Machinery Rs 12057.00 c) Material Rs 0.00 Total Rs 13865.00

D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 1941.1Total cost for 240.00 cum Rs: 15806.1Rate per cum (A+B+C+D)/240.0 Rs. 65.90

IRR-CCDW-1-3

excavated stuff neatly in specified dump area or disposing off the same as directed etc.,



1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 Crowbarman Day 1.25 260.00 325.002 Stone breaker Day 1.25 260.00 325.003 work inspector Day 0.25 275.00 68.754 mazdoor Day 6.00 215.00 1290.00




IRR-CCDW-1-4and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial

( Data adopted from MORTH) Mechanical MeansUnit = cum

DATA: Taking output = 180 cum 180.00 cuma) Labour

Excavation in ordnary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia.for foundations of canal cross drainage and other appurtenant structures and placing the

complete with initial lead upto 50 m and initial lift upto 3 m.

Excavation in ordnary rock without blasting for foundations of canal cross drainage

lead upto 50 m and initial lift upto 3 m.

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1 work inspector day 0.24 275.00 66.00 2 Mazdoor day 6.00 215.00 1290.00


b) MachinerySl No Description Unit Quantity Rate Amount

in Rs. in Rs.1.0 Hydraulic excavator 1.0 cum bucket capacity hour 6.00 1180.70 7084.20

Fuel/ Energy charges hour 6.00 680.60 4083.60 crew for excavator hour 6.00 148.20 889.20 Total in Rs. 12057.00


Abstract a) Labour Rs 1356.00 b) Machinery Rs 12057.00 c) Material Rs 0.00

Total Rs 13413.00


IRR-CCDW-1-5


DATA:RATE ANALYSIS UNIT : 100 cum

A. MATERIALS:Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Use rate of drill rod 1.6 m length Rm 43.50 16.50 717.75

Reconditioning charges @ 10% 71.782 Use rate of air hose 2 Nos. Hour 6.00 0.16 0.983 Explosive small dia ( Kelvex-220 ) kg 20.00 54 1080.004 Electric detonators Nos 29.00 11 319.005 Detonating fuse coil Rm 70.00 8 560.006 Sundries LS 0.50 33 16.50



in Rs. in Rs.1 Air compressor 8.5 cmm ( diesel ) Hour 3.00 210.40 631.20

Fuel / Energy charges Hour 3.00 696.10 2088.302 Jack hammers 2 Nos. Hour 6.00 13.50 81.00

Fuel / Energy charges Hour 6.00 0.00 0.00Total hire charges of Machinery Rs: 2800.50


in Rs. in Rs.1 Crew for Air compressor Hour 3.00 136.00 408.002 Crew for Jack hammer Hour 6.00 212.60 1275.603 work inspector Day 1.00 275.00 275.004 Blaster Day 0.50 310.00 155.005 Helper blaster Day 0.50 260.00 130.006 Crowbarman Day 6.00 260.00 1560.007 Stone breaker Day 3.00 260.00 780.008 mazdoor Day 51.00 215.00 10965.00


Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing the


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IRR-CCDW-1-6

excavated rock neatly in specified dump area or stack yard as directed etc., complete with

DATA:

RATE ANALYSIS UNIT : 100.00 cumA. MATERIALS:


1 Explosive small dia ( Kelvex-220 ) kg 32.00 54 1728.002 Ordinary detonator No. 8.00 6 48.003 Electric detonator No. 104.00 11 1144.004 Detonating fuse coil Rm 150.00 8 1200.005 Use rate of air hose 2 Nos. Hour 16.00 8.13 130.006 Use rate of drill rod Rm 98.30 22.00 2162.60

Reconditioning charges @ 10% 216.26Total cost of Materials Rs: 6628.86



Fuel / Energy charges Hour 8.00 696.10 5568.802 Jack hammer 2 Nos Hour 16.00 13.50 216.00



in Rs. in Rs.1 Crew for Air compressor Hour 8.00 136.00 1088.002 Crew for Jack hammer Hour 16.00 212.60 3401.603 Blaster licensed Day 1.00 310.00 310.004 Helper blasting Day 1.00 260.00 260.005 work inspector Day 1.00 275.00 275.006 Crowbarman Day 6.00 260.00 1560.007 Stone breaker Day 6.00 260.00 1560.008 mazdoor Day 51.00 215.00 10965.00




IRR-CCDW-1-7and other appurtenant structures and placing the excavated rock neatly in

initial lift upto 3 m.Hard Rock ( blasting prohibited ) ( Data adopted from MORTH) Unit = cum

DATA: Taking output = 10 cumMechanical Means 10.00 cum

Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing the

initial lead upto 50 m and initial lift upto 3 m.

Excavation in hard rock with blasting prohibited for foundations of canal cross drainage

or stack yard as directed etc., complete with specified dump area initial lead upto 50 m and

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a) LabourSl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 work inspector day 0.20 275.00 55.00 2 Mazdoor day 5.00 215.00 1075.00


b) MachinerySl No Description Unit Quantity Rate Amount

in Rs. in Rs.1.0 hour 6.00 178.50 1071.00

Fuel/ Energy charges hour 6.00 556.90 3341.40 crew for compressor hour 6.00 136.00 816.00 Total in Rs. 5228.40


Abstracta) Labour Rs 1130.00 b) Machinery Rs 5228.40 c) Material Rs 0.00

Total Rs 6358.40


IRR-CCDW-1-81.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded inconcrete / masonry including cost of all materials, machinery, labour, drilling and cleaning

upto 50 m and all lifts.DATA:

RATE ANALYSIS UNIT : 10.00 Nos.A. MATERIALS:


1 Cement for grouting kg 5.00 5.50 27.502 25 mm dia steel kg 101.00 41.00 4141.003 Use rate of 32 mm dia drill rod Rm 12.50 22.00 275.00

Reconditioning charges @ 10% 27.504 Use rate of air hose Hour 2.00 8.13 16.25




Fuel / Energy charges Hour 1.00 696.10 696.102 Jack hammer 2 Nos Hour 2.00 13.50 27.00



in Rs. in Rs.1 Crew for Air compressor Hour 1.00 136.00 136.002 Crew for Jack hammer Hour 2.00 212.60 425.203 Mason Class-II Day 0.50 260.00 130.004 Bar bender Day 0.50 300.00 150.005 work inspector Day 0.50 275.00 137.506 mazdoor Day 1.00 215.00 215.00


Air Compressor 250 cft with 2 leads of pneumatic breaker

Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods with

hole, driving anchor rod, grouting hole with thick cement slurry etc., complete with initial lead

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Total Rs: 6614.45

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D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 926.02Total cost for 10.00 Nos. Rs: 7540.47Rate per each (A+B+C+D)/10.0 Rs. 754.00

IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS :

IRR-CCDW-2-1cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,

DATA:

RATE ANALYSIS UNIT : 1000.00 kgA. MATERIALS:


1 Rein.Steel with 5 % wastage kg 1050.00 41.00 43050.002 Binding wire 1.25 mm dia kg 8.00 55 440.003 Sundries ( chairs / spacers etc ) LS 3.00 33 99.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 275.00 275.002 Bar bender Day 6.00 300.00 1800.003 mazdoor Day 11.00 215.00 2365.00



Total Rs: 48029.00D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 6724.06Total cost for 1000.00 kg Rs: 54753.06Rate per kg (A+B+C+D)/1000.0 Rs. 54.80

IRR-CCDW-2-2100 x 10 mm angle and 250 x 12 mm plate for sinking for sinking 4.50 m outer diameter foundation wells foundation wells including cost of all materials, machinery, labour, bending, welding, providing anchors etc., complete with initial lead upto 50 m and all lifts.

DETAILS OF FOUNDATION WELL CUTTING EDGE

DATA: RATE ANALYSIS UNIT : 615.00 kgA. MATERIALS:


1 Str.Steel angle with 2.5 % wastage kg 216.10 40.00 8644.00

Providing, fabricating and placing in position reinforcement steel bars for RCC works including

complete with initial lead upto 50 and all lifts.

Providing, fabricating and fixing in position structural steel cutting edge consisting of 100 x

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2 Str.Steel plate with 2.5 % wastage kg 342.30 43.00 14718.903 Steel for anchors kg 56.60 41.00 2320.604 Acetyline gas cum 0.50 275 137.505 Oxygen gas cum 1.50 40 60.006 Welding electrodes Nos 300.00 9.00 2700.007 Sundries LS 5.00 33 165.00



in Rs. in Rs.1 Bending machine Hour 8.00 14.50 116.00

Fuel / Energy charges Hour 8.00 60.40 483.202 Welding set Hour 30.00 12.90 387.00

Fuel / Energy charges Hour 30.00 48.30 1449.003 Sundries LS 10.00 33 330.00

Total hire charges of Machinery Rs: 2765.20


in Rs. in Rs.1 Str. Steel fabricator Day 2.00 310.00 620.002 Welder / Gas cutter Day 5.00 285.00 1425.003 work inspector Day 1.00 275.00 275.004 mazdoor Day 5.00 215.00 1075.00



Total Rs: 34906.20D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 4886.87Total cost for 615.00 kg Rs: 39793.07Rate per kg (A+B+C+D)/615.0 Rs. 64.70

IRR-CCDW-2-3

cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,

(Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Data RATE ANALYSIS UNIT : 15.38 cumA. MATERIALS:


1 Cement for mix kg 3998.80 5.50 21993.40Cement for incidentals @ 3 kg / cum kg 46.14 5.50 253.77

2 Coarse aggregate 40-20 mm cum 6.92 975.00 6747.98Coarse aggregate 20-10 mm cum 4.15 1025.00 4256.42Coarse aggregate 10 mm below cum 2.77 750.00 2076.30

3 Fine aggregate cum 6.15 425 2614.604 Super Plasticizer kg 16.00 54 863.745 Use rate of shuttering for 40 uses sqm 15.38 197.64 3039.75

Scaffolding @ of shuttering 10% 303.976 Sundries LS 0.50 33 16.50

Add seignorage charges on CA @ R(Included in material ra Rs: 0.00Add seignorage charges on FA @ R(Included in material ra Rs: 0.00



in Rs. in Rs.1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 44.80 358.40

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for foundation filling including cost of all materials, machinery, labour, formwork,

complete with initial lead upto 50 m and all lifts.

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Fuel / Energy charges Hour 8.00 61.90 495.202 5 hp pump ( diesel ) Hour 0.50 8.40 4.20

Fuel / Energy charges Hour 0.50 61.90 30.953 Water tanker 8000 ltr Hour 1.00 285.80 285.80

Fuel / Energy charges Hour 1.00 233.90 233.904 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 6.00 48.00



in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 141.70 1133.602 Crew for Pump Hour 0.50 71.10 35.553 Crew for Water tanker Hour 1.00 106.30 106.304 Crew for Needle vibrator Hour 8.00 102.00 816.005 work inspector Day 1.00 275.00 275.006 Mason Class-I Day 1.00 285.00 285.007 mazdoor

for batching materials Day 11.00 215.00 2365.00for loading mortar pans Day 4.00 215.00 860.00for laying Day 3.00 215.00 645.00for conveying concrete Day 15.38 215.00 3306.70for cleaning/ washing/ curing Day 1.00 215.00 215.00

8 Labour cost for shuttering sqm 15.38 55.65 855.90Labour cost for scaffolding @ 10% 85.59


ABSTRACT:A. Cost of Materials including seignorage charges Rs: 42166.42B. Hire charges of Machinery Rs: 1555.65C. Cost of Labour Rs: 10984.64


IRR-CCDW-2-4


(Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

DATA:

RATE ANALYSIS UNIT : 14.40 cumA. MATERIALS:



2 Coarse aggregate 80-40 mm cum 4.94 560.00 2765.95Coarse aggregate 40-20 mm cum 4.23 975.00 4127.76Coarse aggregate 20-10 mm cum 2.82 1025.00 2892.96Coarse aggregate 10 mm below cum 2.12 750.00 1587.60






Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, gradedaggregates for foundation filling including cost of all materials, machinery, labour, formwork,


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in Rs. in Rs.1 Concrete mixer 600/400 ltr ( diesel) Hour 8.00 77.00 616.00



Fuel / Energy charges Hour 1.00 233.90 233.904 Needle vibrator 60 mm dia ( petrol) Hour 8.00 6.20 49.60



in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 141.70 1133.602 Crew for Pump Hour 0.50 71.10 35.553 Crew for Water tanker Hour 1.00 106.30 106.304 Crew for Needle vibrator Hour 8.00 102.00 816.005 Mason Class-I Day 1.00 285.00 285.006 work inspector Day 1.00 275.00 275.007 mazdoor






IRR-CCDW-2-5














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in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 141.70 1133.602 Crew for Pump Hour 0.50 71.10 35.553 Crew for Water tanker Hour 1.00 106.30 106.304 Crew for Vibrator Hour 8.00 102.00 816.005 Mason Class-I Day 1.00 285.00 285.006 work inspector Day 1.00 275.00 275.007 mazdoor

for batching materials Day 11.00 215.00 2365.00for loading mortar pans Day 4.00 215.00 860.00for laying Day 3.00 215.00 645.00for conveying concrete Day 16.36 215.00 3517.40

8 for cleaning/ washing/ curing Day 1.00 215.00 215.009 Labour cost for shuttering sqm 16.36 55.65 910.43




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complete with initial lead upto 50 m and all lifts. ( Cement content : 220 kg / cum )

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IRR-CCDW-2-8

machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,






3 Fine aggregate cum 6.00 425 2550.004 Super Plasticizer kg 19.20 54 1036.805 Use rate of shuttering sqm 30.00 197.64 5929.29





Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,

levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

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IRR-CCDW

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for batching materials Day 11.00 215.00 2365.00for loading mortar pans Day 4.00 215.00 860.00for laying including lifting Day 4.00 215.00 860.00for conveying concrete Day 15.00 215.00 3225.00for cleaning/ washing/ curing Day 1.00 215.00 215.00





IRR-CCDW-2-9


(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)




2 Coarse aggregate 20-10 mm cum 8.20 1025.00 8400.08Coarse aggregate 10 mm below cum 4.41 750.00 3309.60













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IRR-CCDW-2-10








Scaffolding @ of shuttering 25% 1552.486 Sundries LS 0.50 33 16.50Add seignorage charges on CA @ (included in material rate) Rs: 0.00

Add seignorage charges on FA @ (included in material rate) Rs: 0.00Total cost of Materials Rs: 48031.56









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IRR-CCDW-2-11



















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IRR-CCDW-2-12

scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. 7500(Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)



1 Cement for mix kg 5250.00 5.50 28875.002 Coarse aggregate 20-10 mm cum 7.80 1025.00 7995.00

Coarse aggregate 10 mm below cum 4.20 750.00 3150.003 Fine aggregate cum 6.75 425 2868.754 Super Plasticizer kg 21.00 54 1134.005 Use rate of curved shutter (40 uses) sqm 82.50 217.41 17936.096 Sundries LS 0.50 33 16.50









Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well kerb including cost of all materials, machinery, labour, formwork,

etc., complete with initial lead upto 50 m and all lifts.

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in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 141.70 1133.602 Crew for Pump Hour 0.50 71.10 35.553 Crew for Vibrator Hour 8.00 102.00 816.004 Mason Class-I Day 1.00 285.00 285.005 work inspector Day 1.00 275.00 275.006 mazdoor


7 Labour cost for shuttering sqm 82.50 55.65 4591.13Total cost of Labour Rs: 14446.28




IRR-CCDW-2-13


Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)





3 Fine aggregate cum 6.00 425 2550.004 Super Plasticizer kg 19.20 54 1036.805 Use rate of curved shutter (40 uses) sqm 60.00 217.41 13044.436 Sundries LS 0.50 33 16.50









in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 141.70 1133.602 Crew for Pump Hour 0.50 71.10 35.55

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,


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3 Crew for Vibrator Hour 8.00 102.00 816.004 Mason Class-I Day 1.00 285.00 285.005 work inspector Day 1.00 275.00 275.006 mazdoor


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IRR-CCDW-2-14

machinery, labour, batching, mixing, placing in position as per detailed specifications etc.,





Coarse aggregate 10 mm below cum 3.92 750.00 2940.003 Fine aggregate cum 6.30 425 2677.504 Super Plasticizer kg 19.60 54 1058.40

TOTAL Rs: 41087.90Add for tremie arrangement @ 1% Rs: 410.88Add seignorage charges on CA @ (Included in material ra Rs:Add seignorage charges on FA @ (Included in material ra Rs:





Fuel / Energy charges Hour 0.50 61.90 30.953 Sundries( Hopper etc. ) LS 5.00 33 165.00



in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 141.70 1133.602 Crew for Pump Hour 0.50 71.10 35.553 Fitter shuttering Day 1.00 260.00 260.004 work inspector Day 1.00 275.00 275.005 mazdoor

for erecting/ dismantling tremie Day 4.00 215.00 860.00for batching materials Day 11.00 215.00 2365.00for loading mortar pans Day 4.00 215.00 860.00for feeding tremie hopper Day 2.00 215.00 430.00for conveying concrete Day 16.00 215.00 3440.00


ABSTRACT:A. Cost of Materials including seignorage charges Rs: 41498.78B. Hire charges of Machinery Rs: 1053.75

Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well bottom plug by tremie or skip box method including cost of all materials,


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C. Cost of Labour Rs: 9659.15Total Rs: 52211.68

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IRR-CCDW-2-15

batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with





Coarse aggregate 20-10 mm cum 3.86 1025.00 3954.76Coarse aggregate 10 mm below cum 2.57 750.00 1929.15

3 Fine aggregate cum 5.72 425 2429.304 Super Plasticizer kg 16.00 54 864.26

Add seignorage charges on CA @ (Included in material ra Rs: 0.00Add seignorage charges on FA @ (Included in material ra Rs: 0.00








in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 141.70 1133.602 Crew for Pump Hour 0.50 71.10 35.553 Crew for Needle vibrator Hour 8.00 102.00 816.004 Mason Class-I Day 1.00 285.00 285.005 work inspector Day 1.00 275.00 275.006 mazdoor





IRR-CCDW-2-16

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for well top plug including cost of all materials, machinery, labour, cleaning,

initial lead upto 50 m and all lifts.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded

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scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingaggregates for well cap including cost of all materials, machinery, labour, formwork,

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Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)





3 Fine aggregate cum 7.09 425 3014.104 Super Plasticizer kg 20.80 54 1123.375 Use rate of curved shutter (40 uses) sqm 15.76 197.64 3114.856 Sundries LS 0.50 33 16.50















IRR-CCDW-2-17

formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)


Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, gradedaggregates for piers and abutments including cost of all materials, labour, machinery,

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3 Fine aggregate cum 5.04 425 2142.004 Super Plasticizer kg 14.40 54 777.605 Use rate of shuttering for 40 uses sqm 39.60 207.52 8217.996 Scaffolding @ of shuttering 30% 2465.40















IRR-CCDW-2-18

formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing




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3 Fine aggregate cum 5.09 425 2164.314 Super Plasticizer kg 12.80 54 691.425 Use rate ofshuttering for 40 uses sqm 40.01 207.52 8303.596 Scaffolding @ of shuttering 30% 2491.08















IRR-CCDW-2-19



DATA: RATE ANALYSIS UNIT : 16.36 cum



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A. MATERIALS:Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Cement for mix kg 3599.20 5.50 19795.60

Cement for incidentals @ 5 kg / cum kg 81.80 5.50 449.902 Coarse aggregate 40-20 mm cum 7.36 975.00 7177.95

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IRR-CCDW-2-20



Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.




2 Coarse aggregate 40-20 mm cum 7.31 975.00 7129.69Coarse aggregate 20-10 mm cum 4.39 1025.00 4497.19

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for cantiliver / counterfort retaining walls including cost of all materials,


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Coarse aggregate 10 mm below cum 2.93 750.00 2193.753 Fine aggregate cum 6.50 425 2762.504 Super Plasticizer kg 20.80 54 1123.205 Use rate of shuttering for 40 uses sqm 52.81 197.64 10438.01
















IRR-CCDW-2-21

labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum, plums of size 150 to 80 mm : 0.25cum ) 2.82




2 Coarse aggregate 40-20 mm cum 6.92 975.00 6746.44

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravitytype retaining walls / piers / abutments etc., including cost of all materials, machinery,

finishing, curing etc.,complete with initial lead upto 50 m and all lifts.

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3 Plums of size 150 to 80 mm cum 4.52 310 1401.984 Fine aggregate cum 6.15 425 2614.015 Super Plasticizer kg 18.81 54 1015.93

Use rate of shuttering for 40 uses sqm 49.75 197.64 9832.246 Scaffolding @ of shuttering 30% 2949.67










for batching materials Day 11.00 215.00 2365.00for loading mortar pans Day 4.00 215.00 860.00for laying Day 5.00 215.00 1075.00for placing plums Day 2.00 215.00 430.00for conveying concrete Day 15.38 215.00 3306.70for conveying plums Day 2.00 215.00 430.00for cleaning/ washing/ curing Day 1.00 215.00 215.00

7 Labour for shuttering sqm 49.75 55.65 2768.45Labour for scaffolding @ 30% 830.53




IRR-CCDW-2-22





1 Cement for mix kg 3998.80 5.50 21993.40

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard,gradedaggregates for cast in-situ pipes including cost of all materials, machinery, labour, cleaning,


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Cement for incidentals @ 5 kg / cum kg 76.90 5.50 422.952 Coarse aggregate 40-20 mm cum 6.92 975.00 6747.98














7 Labour for shuttering sqm 30.76 55.65 1711.79Labour for scaffolding @ 15% 256.77




IRR-CCDW-2-23


Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.(Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)




Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, gradedaggregates for cast in-situ pipes including cost of all materials, labour, machinery, formwork,


IRR-CCDW

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IRR-CCDW-2-24






2 Coarse aggregate 20-10 mm cum 8.20 1025.00 8400.08

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork,

etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum )

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Coarse aggregate 10 mm below cum 4.41 750.00 3309.603 Fine aggregate cum 7.09 425 3014.104 Super Plasticizer kg 20.80 54 1123.375 Use rate of shuttering for 30 uses sqm 39.40 242.86 9568.57
















IRR-CCDW-2-25

formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,

kg / cum )Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.






Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for columns and beams including cost of all materials, labour, machinery,

finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300

IRR-CCDW

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IRR-CCDW-2-26

cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)





3 Fine aggregate cum 7.09 425 3014.10

Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,

finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 mand all lifts. ( Cement content : 300 kg / cum )

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4 Super Plasticizer kg 20.80 54 1123.375 Use rate of shuttering sqm 7.88 197.64 1557.436 Sundries ( asphalt mortar etc ) LS 5.00 33 165.00















IRR-CCDW-2-27 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than

scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing








20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for troughs including cost of all materials, machinery, labour, formwork,


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Fuel / Energy charges Hour 0.50 61.90 30.953 Needle vibrator 40 mm dia ( diesel ) Hour 8.00 6.00 48.00









IRR-CCDW-3 FOUNDATION WELL SINKING WORKS :

IRR-CCDW-3-1DATA: Unit = Running meter

Taking output = 1mdiameter of well = 6.00m

(i) Depth below bed level upto 3.0mRate of sinking = 0.50 m /hour

a) Labour0.12 Mate (Mason Cl- ll ) 260.00 day 31.201.00 Sinker ( skilled) 285.00 day 285.002.00 Sinking helper ( Semi skilled) 215.00 day 430.00

sub total (a) 746.20b) Machinery

2.00 Hire & running charges of crane with grab 422.30 hour 844.60 bucket of 0.75 cum capacity and accessories.Fuel Charges 233.90 hour 467.80Crew Charges 106.30 hour 212.60Consumables in sinking @ 10% of machinery charges 152.50

sub total (b) 1677.50sub total (a+b) 2423.70

14.00% 339.32

Sinking RCC wells vertically for foundation of piers and abutments in all kinds of soil, sand and soft rock by approved well sinking method including cost of all materials, machinery, labour, kent - ledge arrangements, disposal of excavated material as directed etc., complete with lead upto 50 m for disposal of excavated material.(diameter of well 6.00m)

c) Add for Contractor's profit and overhead charges on (A+B)

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Rate per metre = (a+b+c)/1.0 2763.02or say ( Rate upto 3.0m for 6.0 m well sinking ) 2763.00labour component/unit qty 898.70Contractor's profit and overhead charges 14.00% 125.80labour component/unit qty(including contractor's profit) 1024.50

(ii) Beyond 3m and upto 10m depthRate of sinking = 0.33 m per hour.

a) Labour0.15 Mate (Mason Cl- ll ) 260.00 day 39.001.25 Sinker ( skilled) 285.00 day 356.252.50 Sinking helper ( Semi skilled) 215.00 day 537.50

sub total (a) 932.75b) Machinery

3.00 Hire & running charges of crane with grab 422.30 hour 1266.90 bucket of 0.75 cum capacity and accessories.Fuel Charges 233.90 hour 701.70Crew Charges 106.30 hour 318.90Consumables in sinking @ 10% of machinery charges 228.75

sub total (b) 2516.25sub total (a+b) 3449.00

14.00% 482.86

Rate per metre = (a+b+c) 3931.86or say ( Rate for 3.0m to 10m well sinking ) 3931.90

labour component/unit qty 1161.50Contractor's profit and overhead charges 0.14 162.60labour component/unit qty(including contractor's profit) 1324.10

IRR-CCDW-3-2ramming as directed including cost of all materials, machinery, labour etc., complete with



1 Sand unscreened cum 15.75 325 5118.750.00 0.00

Add seignorage charges on Sand @ Rs: (Included in material ra Rs: 0.00Total cost of Materials Rs: 5118.75


in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 0.25 275.00 68.752 mazdoor Day 4.00 215.00 860.00



Total Rs: 6047.50D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 846.65Total cost for 15.00 cum Rs: 6894.15


Filling foundation wells with sand in layers of 25 to 30 cm and compacting by watering,


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Rate per cum (A+B+C+D)/15.0 Rs. 459.60

IRR-CCDW-4 MASONRY WORKS :

IRR-CCDW-4-1

cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedging

(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum)



1 Cement kg 1430.00 5.50 7865.002 Rubble stones cum 8.50 265 2252.503 Stone chips cum 1.50 310 465.004 Sand screened cum 4.00 425 1700.00

Add seignorage charges on Stone@ Rs(Included in material ra Rs: 0.00Add seignorage charges on Sand @ Rs(Included in material ra Rs: 0.00



in Rs. in Rs.1 Water tanker 8000 ltr Hour 1.00 285.80 285.80




in Rs. in Rs.1 Crew for Water tanker Hour 1.00 106.30 106.302 Crew for Pump Hour 0.50 71.10 35.553 work inspector Day 1.00 275.00 275.004 Mason Class-I Day 1.00 285.00 285.005 Mason Class-II Day 2.00 260.00 520.006 mazdoor

for conveying rubble stones Day 4.00 215.00 860.00for preparing mortar Day 2.00 215.00 430.00for loading mortar pans Day 1.00 215.00 215.00for laying & packing mortar Day 3.00 215.00 645.00for washing rubble / finishing / curing Day 1.00 215.00 215.00for conveying mortar / chips Day 4.00 215.00 860.00




IRR-CCDW-4-2



Providing and constructing un-coursed rubble stone masonry with approved stones inCM 1 : 4 proportion for sub-structure portions of return walls / abutments etc., including

stone chips, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and constructing un-coursed rubble stone masonry with approved stones inCM 1 : 4 proportion for super-structure portions of return walls / abutments etc., including


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1 Cement kg 1430.00 5.50 7865.002 Rubble stones cum 8.50 265 2252.503 Stone chips cum 1.50 310 465.004 Sand screened cum 4.00 425 1700.00

TOTAL Rs: 12282.50Add for scaffolding @ 2.5% Rs: 307.06Add seignorage charges on Stone@ Rs(Included in material ra Rs:Add seignorage charges on Sand @ Rs(Included in material ra Rs:







in Rs. in Rs.1 Crew for Water tanker Hour 1.00 106.30 106.302 Crew for Pump Hour 0.50 71.10 35.553 work inspector Day 1.00 275.00 275.004 Mason Class-I Day 1.00 285.00 285.005 Mason Class-II Day 2.00 260.00 520.006 mazdoor

for conveying rubble stones Day 4.00 215.00 860.00for preparing mortar Day 2.00 215.00 430.00for loading mortar pans Day 1.00 215.00 215.00for laying & packing mortar Day 3.00 215.00 645.00for washing rubble / finishing / curing Day 1.00 215.00 215.00for conveying mortar / chips Day 4.00 215.00 860.00

TOTAL Rs: 4446.85Add for labour for scaffolding @ 2.5% Rs: 111.17




IRR-CCDW-4-3stones from approved source including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with

(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos)



1 Cement kg 1330.00 5.50 7315.002 Header stones 25x25x45 cm Nos 60.00 32 1920.003 Khandki stones 25x25x30 cm Nos 180.00 12 2160.004 Rubble stones cum 4.50 265 1192.50

Providing and constructing coursed rubble masonry second sort in CM 1:4 proportion with

initial lead upto 50 m and initial lift upto 3m.

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262

5 Stone chips cum 1.50 310 465.006 Sand screened cum 3.50 425 1487.50

TOTAL Rs: 14540.00Add for scaffolding materials @ 2.5% Rs: 363.50Add seignorage charges on Stone@ Rs(Included in material ra Rs:Add seignorage charges on Sand @ Rs(Included in material ra Rs:







in Rs. in Rs.1 Crew for Water tanker Hour 1.00 106.30 106.302 Crew for Pump Hour 0.50 71.10 35.553 work inspector Day 1.00 275.00 275.004 Stone chiseller Cl -II Day 3.00 260.00 780.005 Mason Class-I Day 1.00 285.00 285.006 Mason Class-II Day 2.00 260.00 520.007 mazdoor

for conveying stones / rubble Day 4.00 215.00 860.00for preparation of mortar Day 3.00 215.00 645.00for loading mortar pans Day 1.00 215.00 215.00for laying & packing mortar Day 3.00 215.00 645.00for washing rubble / finishing / curing Day 1.00 215.00 215.00for conveying mortar / chips Day 2.00 215.00 430.00





IRR-CCDW-4-4 Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion withstones from approved source including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete withinitial lead upto 50 m and initial lift upto 3 m.(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos)



1 Cement kg 1330.00 5.50 7315.002 Header stones 25x25x45 cm Nos 60.00 32 1920.003 Khandki stones 25x25x30 cm Nos 180.00 12 2160.004 Rubble stones cum 4.50 265 1192.505 Stone chips cum 1.50 310 465.006 Sand screened cum 3.50 425 1487.50

TOTAL Rs: 14540.00Add for scaffolding materials @ 2.5% Rs: 363.50Add seignorage charges on Stone@ Rs(Included in material ra Rs:Add seignorage charges on Sand @ Rs(Included in material ra Rs:

IRR-CCDW

263







in Rs. in Rs.1 Crew for Water tanker Hour 1.00 106.30 106.302 Crew for Pump Hour 0.50 71.10 35.553 work inspector Day 1.00 275.00 275.004 Stone chiseller Cl -II Day 6.00 260.00 1560.005 Mason Class-I Day 1.00 285.00 285.006 Mason Class-II Day 2.00 260.00 520.007 mazdoor8 for conveying rubble/ stones Day 4.00 215.00 860.00

for preparation of mortar Day 3.00 215.00 645.00for loading mortar pans Day 1.00 215.00 215.00for laying & packing mortar Day 3.00 215.00 645.00for washing rubble / finishing / curing Day 1.00 215.00 215.00for conveying mortar / chips Day 2.00 215.00 430.00





IRR-CCDW-4-5proportion by volume including raking and cleaning joints for 50 mm depth, pressing cementmortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with

DATA: RATE ANALYSIS UNIT : 100.00 sqmA. MATERIALS:


1 Cement kg 456.00 5.50 2508.002 Sand screened cum 0.75 425 318.75

TOTAL Rs: 2826.75Add for scaffolding / ramps etc @ 2.5% Rs: 70.67Add seignorage charges on Sand @ Rs(Included in material ra Rs:



in Rs. in Rs.1 Nil 0.00 0.00 0.00

( Manual mixing) 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


in Rs. in Rs.

Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 2


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264

1 Mason Cl- I Day 10.00 285.00 2850.002 work inspector Day 1.00 275.00 275.003 mazdoor Day 10.00 215.00 2150.00



Total Rs: 8172.42D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 1144.14Total cost for 100.00 sqm Rs: 9316.55875Rate per sqm (A+B+C+D)/100.0 Rs. 93.20








in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- I Day 10.00 285.00 2850.002 work inspector Day 1.00 275.00 275.003 mazdoor Day 10.00 215.00 2150.00




IRR-CCDW-4-7of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,



1 Cement kg 629.00 5.50 3459.50



Providing 12 mm thick plastering in cement mortar 1:3 proportion by volume including cost


IRR-CCDW

265

2 Sand screened cum 1.32 425 561.00TOTAL Rs: 4020.50

Add for scaffolding / ramps etc @ 2.5% Rs: 100.51Add seignorage charges on Sand @ Rs(Included in material ra Rs:



in Rs. in Rs.1 Nil 0.00 0.00 0.00














in Rs. in Rs.1 Nil 0.00 0.00 0.00





ABSTRACT:A. Cost of Materials including seignorage charges Rs: 3235.93B. Hire charges of Machinery Rs: 0.00



IRR-CCDW

266

C. Cost of Labour Rs: 7425.00Total Rs: 10660.93

D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 1492.53Total cost for 100.00 sqm Rs: 12153.455Rate per sqm (A+B+C+D)/100.0 Rs. 121.50








in Rs. in Rs.1 Nil 0.00 0.00 0.00














in Rs. in Rs.1 Nil 0.00 0.00 0.00





IRR-CCDW

267







IRR-CCDW-5 COPING & RAILING WORKS :

IRR-CCDW-5-1

50 m and all lifts.(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)



1 Cement kg 75.00 5.50 412.502 Sand screened cum 0.30 425 127.503 Burnt stone slab 10 cm thick sqm 10.50 227 2383.50

Add seignorage charges on Stone @ Rs(Included in material ra Rs: 0.00Add seignorage charges on Sand @ Rs(Included in material ra Rs: 0.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 1.00 260.00 260.002 Stone chiseller Cl- II Day 1.00 260.00 260.003 work inspector Day 0.50 275.00 137.504 mazdoor Day 2.00 215.00 430.00




Providing and fixing 10 cm thick roughly dressed burnt stone slabs for coping set inCM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume includingcost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto

IRR-CCDW

268

IRR-CCDW-5-2CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including








in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 1.00 260.00 260.002 Stone chiseller Cl- I Day 4.00 285.00 1140.003 work inspector Day 0.50 275.00 137.504 mazdoor Day 2.00 215.00 430.00




IRR-CCDW-5-3








in Rs. in Rs.1 Nil 0.00 0.00 0.00

( Manual mixing) 0.00 0.00 0.00

Providing and fixing 10 cm thick one line dressed burnt stone slabs for coping set in

cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto

Providing and fixing 10 cm thick two line dressed burnt stone slabs for coping set inCM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume includingcost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto

IRR-CCDW

269



in Rs. in Rs.1 Mason Cl- II Day 1.00 260.00 260.002 Stone chiseller Cl-I Day 8.00 285.00 2280.003 work inspector Day 0.50 275.00 137.504 mazdoor Day 2.00 215.00 430.00




IRR-CCDW-5-4

cleaning surface, batching, mixing, placing in position, levelling, compacting, finishing, curing






3 Fine aggregate cum 6.60 425 2805.644 Super Plasticizer kg 17.60 54 950.625 Use rate of shuttering sqm 80.69 197.64 15946.816 Sundries sqm 1.00 33 33.00

Add seignorage charges on Stone @(Included in material rate) Rs: 0.00Add seignorage charges on Sand @ (Included in material rate) Rs: 0.00








in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 141.70 1133.602 Crew for Pump Hour 0.50 71.10 35.553 Crew for Water tanker Hour 1.00 106.30 106.304 Mason Class-I Day 1.00 285.00 285.005 work inspector Day 1.00 275.00 275.006 mazdoor

for batching materials Day 11.00 215.00 2365.00for loading mortar pans Day 4.00 215.00 860.00

Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N /sqmm ) grade cement concrete using 20 mm down size approved clean, hard, gradedaggregates for coping slab including cost of all materials, machinery, labour, formwork,

etc., complete with initial lead upto 50 m and initial lift upto 3 m.

IRR-CCDW

270

for laying and tamping Day 3.00 215.00 645.00for conveying concrete Day 14.67 215.00 3154.05for cleaning/ washing/ curing Day 1.00 215.00 215.00

7 Labour cost for shuttering/scaffolding sqm 80.69 55.65 4490.12Total cost of Labour Rs: 13564.62




IRR-CCDW-5-5 Providing and constructing protective railing consisting of in-situ railing posts of size 15 x15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 gradeconcrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos.of 8 mm dia main bars embedded in kerb concrete for a depth of 40 cm and 5 Nos. of 6 mmdia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primerand two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork,finishing, curing etc., complete with lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 10.00 RmA. MATERIALS:


1 Cement kg 30.00 5.50 165.002 20-10 mm coarse aggregate cum 0.04 1025.00 41.003 10-4.75 mm coarse aggregate cum 0.02 750.00 15.004 Fine aggregate cum 0.04 425 17.005 Reinforcement steel kg 16.39 41.00 671.996 40 mm dia GI pipes B class Rm 30.00 189 5670.007 Use rate of shuttering sqm 3.00 197.64 592.938 Sundries ( paints/ binding wire etc ) LS 4.00 33 132.00

Add seignorage charges on Stone @ (Included in material rate) Rs: 0.00Add seignorage charges on Sand @(Included in material rate) Rs: 0.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 Mason Class I Day 0.50 285.00 142.502 Bar bender Day 0.50 300.00 150.003 work inspector Day 0.50 275.00 137.504 mazdoor Day 1.50 215.00 322.505 Painter Cl- II Day 0.50 260.00 130.006 Fitter shuttering Day 0.50 260.00 130.00



Total Rs: 8317.42D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 1164.44

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271

Total cost for 10.00 Rm Rs: 9481.858529Rate per Rm (A+B+C+D)/10.0 Rs. 948.20

IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS :

IRR-CCDW-6-1proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,

50 m and all lifts.(Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 JointsA. MATERIALS:


1 Cement kg 99.00 5.50 544.502 Sand screened cum 0.10 425 42.503 Hemp yarn kg 0.91 60 54.60

Add seignorage charges on Sand @ Rs(Included in material ra Rs: 0.00Total cost of Materials Rs: 641.60


in Rs. in Rs.1 Nill 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


in Rs. in Rs.1 Mason Cl- II Day 2.00 260.00 520.002 work inspector Day 1.00 275.00 275.003 mazdoor Day 3.00 215.00 645.00



Total Rs: 2081.60D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 291.42Total cost for 10.00 Joints Rs: 2373.02Rate per joint (A+B+C+D)/10.0 Rs. 237.30

Note:







B. MACHINERY:

Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2

labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto

(1) For NP3 Class - 10% extra over the rates of NP2 Class(2) For NP4 Class - 20% extra over the rates of NP2 Class



IRR-CCDW

272


1 Nill 0.00 0.00 0.00( Manual mixing ) 0.00 0.00 0.00







Note:






IRR-CCDW

273






in Rs. in Rs.1 Nill 0.00 0.00 0.00







Note:








in Rs. in Rs.1 Nill 0.00 0.00 0.00




Total cost of Labour Rs: 1785.00




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Note:








in Rs. in Rs.1 Nill 0.00 0.00 0.00







Note:










IRR-CCDW

275





in Rs. in Rs.1 Nill 0.00 0.00 0.00







Note:








in Rs. in Rs.1 Nill 0.00 0.00 0.00




Total cost of Labour Rs: 2345.00labour component/unit qty 234.50Add contractor's profit and overhead charges 0.14 32.80




IRR-CCDW

276

labour component/unit qty (including contractor's profit) 267.30



Note:

IRR-CCDW-6-8proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto50 m and all lifts.(Cement content: 56.9 kg / joint, FA : 0.058cum/joint, Hemp Yarn : 0.415kg/joint)






in Rs. in Rs.1 Nill 0.00 0.00 0.00







Note:




Sl No Particulars Unit Quantity Rate Amount






IRR-CCDW

277

in Rs. in Rs.1 Cement kg 668.00 5.50 3674.002 Sand screened cum 0.69 425 293.253 Hemp yarn kg 4.53 60 271.80



in Rs. in Rs.1 Nill 0.00 0.00 0.00







Note:

IRR-CCDW-7 BACK FILLING & OTHER WORKS :

IRR-CCDW-7-1including cost of all materials, machinery, labour, watering, ramming etc., complete with initiallead upto 50 m and initial lift upto 3 m.



1 Rubble / Boulder cum 10.00 265 2650.002 Sand unscreened cum 4.00 325 1300.00

Add seignorage charges on Stone@ Rs(Included in material ra Rs: 0.00Add seignorage charges on Sand @ Rs(Included in material ra Rs: 0.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 0.50 275.00 137.502 Mason Cl II Day 1.00 260.00 260.003 mazdoor Day 4.00 215.00 860.00



Providing rubble / boulder and sand filling behind abutment and return walls in layers

IRR-CCDW

278



IRR-CCDW-7-2including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by earth

upto 50 m and all lifts.



1 Murum cum 12.00 80 960.000.00 0.00 0.00

Add seignorage charges on Soil @ Rs(Included in material ra Rs: 0.00Total cost of Materials Rs: 960.00


in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 Cartman with double bullock cart Day 0.50 305.00 152.502 work inspector Day 0.50 275.00 137.503 mazdoor Day 6.00 215.00 1290.00




IRR-CCDW-7-3including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power

50 m and all lifts.



1 Murum cum 12.00 80 960.000.00 0.00 0.00

Add seignorage charges on Soil @ Rs(Included in material ra Rs: 0.00Total cost of Materials Rs: 960.00


Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes

masters to achieve density control of not less than 95 percent etc., complete with lead

Providing and filling murum / gravely soil ( CNS soil ) for foundation or above pipes

roller to achieve density control of not less than 98 percent etc., complete with lead upto

IRR-CCDW

279

in Rs. in Rs.1 Diesel road roller 8-10 tonne Hour 0.17 151.50 25.85



in Rs. in Rs.1 Operator road roller Hour 0.17 136.00 23.212 Cartman with double bullock cart Day 0.50 305.00 152.50

IRR-CCDW

280

3 work inspector Day 0.50 275.00 137.504 mazdoor Day 1.50 215.00 322.50




IRR-CCDW-7-4

size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats syntheticenamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost

DATA: RATE ANALYSIS UNIT : 4 Nos.A. MATERIALS:


1 One line dressed Km stone No. 4.00 340 1360.002 40-20 mm coarse aggregate cum 0.20 975.00 195.003 20-10 mm coarse aggregate cum 0.15 1025.00 153.754 10-4.75 mm coarse aggregate cum 0.10 750.00 75.005 Sand screened cum 0.20 425 85.006 Cement kg 100.00 5.50 550.007 Synthetic enamel paint I st quality ltr 1.00 184.00 184.008 Sundries ( brush / oil etc ) LS 4.00 33 132.00

Add seignorage charges on Stone @ (Included in material ra Rs: 0.00Add seignorage charges on CA @ (Included in material ra Rs: 0.00Add seignorage charges on FA @ (Included in material ra Rs: 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 1.00 260.00 260.002 work inspector Day 1.00 275.00 275.003 mazdoor Day 1.00 215.00 215.004 Painter Cl- I Day 1.00 300.00 300.00



Total Rs: 3784.75D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 529.87Total cost for 4.00 Nos. Rs: 4314.62Rate per No. (A+B+C+D)/4.0 Rs. 1078.70

IRR-CCDW-7-5


Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone incement concrete M-10 grade with 40 mm down size aggregates including excavating pit of

of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone incement concrete M-10 grade with 40 mm down size aggregates including excavating pit of

IRR-CCDW

281

DATA: RATE ANALYSIS UNIT : 4 Nos.A. MATERIALS:


1 One line dressed hectometre stone No. 4.00 180 720.002 40-20 mm coarse aggregate cum 0.20 975.00 195.003 20-10 mm coarse aggregate cum 0.15 1025.00 153.754 10-4.75 mm coarse aggregate cum 0.10 750.00 75.005 Sand screened cum 0.20 425 85.006 Cement kg 100.00 5.50 550.007 Synthetic enamel paint I st quality ltr 0.40 184.00 73.608 Sundries ( brush / oil etc ) LS 1.00 33 33.00

Add seignorage charges on Stone @ (Included in material ra Rs: 0.00Add seignorage charges on CA @ (Included in material ra Rs: 0.00Add seignorage charges on FA @ (Included in material ra Rs: 0.00

Total cost of Materials Rs: 1885.35B. MACHINERY:


1 NIL 0.00 0.00 0.00( Manual mixing ) 0.00 0.00 0.00

Total hire charges of Machinery Rs: 0.00C. LABOUR:


1 Mason Cl- II Day 1.00 260.00 260.002 work inspector Day 1.00 275.00 275.003 mazdoor Day 1.00 215.00 215.004 Painter Cl- I Day 0.50 300.00 150.00

Total cost of Labour Rs: 900.00labour component/unit qty 225.00Add contractor's profit and overhead charges 0.14 31.50labour component/unit qty (including contractor's profit) 256.50ABSTRACT:A. Cost of Materials including seignorage charges Rs: 1885.35B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 900.00

Total Rs: 2785.35D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 389.95Total cost for 4.00 Nos. Rs: 3175.3Rate per No. (A+B+C+D)/4.0 Rs. 793.80


CHAPTER-IV



FOR THE YEAR :2011-12Index- code

IRR-CCDW CANAL CROSS DRAINAGE WORKS - DATA RATES

IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS :

IRR-CCDW-1-1

50 m and initial lift upto 3 m.

DATA: RATE ANALYSISA. MATERIALS:

Sl No Particulars

1 NIL

Total cost of Materials

B. MACHINERY:Sl No Description

1 NIL

Total hire charges of Machinery

C. LABOUR:Sl No Description

1 work inspector2 mazdoor

Total cost of Labourlabour component/unit qtyAdd contractor's profit and overhead chargeslabour component/unit qty (including contractor's profit)

ABSTRACT:A. Cost of Materials

Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canalcross drainage and other appurtenant structures and placing the excavated stuff neatly inspecified dump area or disposing off the same as directed etc., complete with initial lead upto

B. Hire charges of MachineryC. Cost of Labour

D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per cum

IRR-CCDW-1-2 Excavation for Structures- Mechanical Means

including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m

Unit = cumDATA: Taking output = 240 cum

a) LabourSl No Description

1 work inspector2 Mazdoor

Total in Rs.

b)MachinerySl No Description

1 Hydraulic excavator 1.0 cum bucket capacity Fuel/ Energy chargescrew for excavatorTotal in Rs.

labour component/unit qtyAdd contractor's profit and overhead chargeslabour component/unit qty (including contractor's profit)

Abstracta) Labourb) Machineryc) MaterialTotal


IRR-CCDW-1-3


Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification,

Excavation in ordnary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia.for foundations of canal cross drainage and other appurtenant structures and placing the


Sl No Particulars

1 NIL



1 NIL



1 Crowbarman2 Stone breaker3 work inspector4 mazdoor


ABSTRACT:A. Cost of MaterialsB. Hire charges of MachineryC. Cost of Labour


IRR-CCDW-1-4and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial

( Data adopted from MORTH) Mechanical MeansUnit = cum

DATA: Taking output = 180 cuma) Labour


Excavation in ordnary rock without blasting for foundations of canal cross drainage


Sl No Description


Total in Rs.

b) MachinerySl No Description

1.0 Hydraulic excavator 1.0 cum bucket capacity Fuel/ Energy chargescrew for excavatorTotal in Rs.


Abstract a) Labour b) Machinery c) Material

Total D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per cum

IRR-CCDW-1-5


DATA:RATE ANALYSIS

A. MATERIALS:Sl No Particulars

1 Use rate of drill rod 1.6 m lengthReconditioning charges @

2 Use rate of air hose 2 Nos.3 Explosive small dia ( Kelvex-220 )4 Electric detonators5 Detonating fuse coil6 Sundries



Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing the


1 Air compressor 8.5 cmm ( diesel )Fuel / Energy charges

2 Jack hammers 2 Nos.Fuel / Energy charges



1 Crew for Air compressor2 Crew for Jack hammer3 work inspector4 Blaster5 Helper blaster6 Crowbarman7 Stone breaker8 mazdoor




IRR-CCDW-1-6


DATA:

RATE ANALYSISA. MATERIALS:

Sl No Particulars

1 Explosive small dia ( Kelvex-220 )2 Ordinary detonator3 Electric detonator4 Detonating fuse coil5 Use rate of air hose 2 Nos.

Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing the

initial lead upto 50 m and initial lift upto 3 m.

6 Use rate of drill rodReconditioning charges @




2 Jack hammer 2 NosFuel / Energy charges



1 Crew for Air compressor2 Crew for Jack hammer3 Blaster licensed4 Helper blasting5 work inspector6 Crowbarman7 Stone breaker8 mazdoor




IRR-CCDW-1-7and other appurtenant structures and placing the excavated rock neatly in

initial lift upto 3 m.Hard Rock ( blasting prohibited )Unit = cum

DATA: Taking output = 10 cumMechanical Meansa) Labour

Excavation in hard rock with blasting prohibited for foundations of canal cross drainage


Sl No Description


Total in Rs.

b) MachinerySl No Description

1.0

Fuel/ Energy chargescrew for compressorTotal in Rs.


Abstracta) Labourb) Machineryc) Material

Total D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per cum

IRR-CCDW-1-81.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded inconcrete / masonry including cost of all materials, machinery, labour, drilling and cleaning

upto 50 m and all lifts.DATA:


Sl No Particulars

1 Cement for grouting2 25 mm dia steel3 Use rate of 32 mm dia drill rod

Reconditioning charges @ 4 Use rate of air hose


B. MACHINERY:

Air Compressor 250 cft with 2 leads of pneumatic breaker

Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods with


Sl No Description


2 Jack hammer 2 NosFuel / Energy charges



1 Crew for Air compressor2 Crew for Jack hammer3 Mason Class-II4 Bar bender5 work inspector6 mazdoor



D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per each

IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS :

IRR-CCDW-2-1cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,

DATA:


Sl No Particulars

1 Rein.Steel with 5 % wastage2 Binding wire 1.25 mm dia3 Sundries ( chairs / spacers etc )


Providing, fabricating and placing in position reinforcement steel bars for RCC works including

complete with initial lead upto 50 and all lifts.


1 Nil



1 work inspector2 Bar bender3 mazdoor



D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per kg

IRR-CCDW-2-2100 x 10 mm angle and 250 x 12 mm plate for sinking for sinking 4.50 m outer diameter foundation wells foundation wells including cost of all materials, machinery, labour, bending, welding, providing anchors etc., complete with initial lead upto 50 m and all lifts.



Sl No Particulars

1 Str.Steel angle with 2.5 % wastage2 Str.Steel plate with 2.5 % wastage3 Steel for anchors4 Acetyline gas5 Oxygen gas6 Welding electrodes7 Sundries

Providing, fabricating and fixing in position structural steel cutting edge consisting of 100 x



1 Bending machineFuel / Energy charges

2 Welding setFuel / Energy charges

3 SundriesTotal hire charges of Machinery


1 Str. Steel fabricator2 Welder / Gas cutter3 work inspector4 mazdoor



D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per kg

IRR-CCDW-2-3



Data RATE ANALYSISA. MATERIALS:

Sl No Particulars

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for foundation filling including cost of all materials, machinery, labour, formwork,


1 Cement for mixCement for incidentals @ 3 kg / cum

2 Coarse aggregate 40-20 mmCoarse aggregate 20-10 mmCoarse aggregate 10 mm below

3 Fine aggregate4 Super Plasticizer5 Use rate of shuttering for 40 uses

Scaffolding @ of shuttering6 Sundries

Add seignorage charges on CA @ RAdd seignorage charges on FA @ Rs



1 Concrete mixer 300/200 ltr ( diesel )Fuel / Energy charges

2 5 hp pump ( diesel )Fuel / Energy charges

3 Water tanker 8000 ltrFuel / Energy charges

4 Needle vibrator 40 mm dia ( petrol )Fuel / Energy charges



1 Crew for Concrete mixer2 Crew for Pump3 Crew for Water tanker4 Crew for Needle vibrator5 work inspector6 Mason Class-I7 mazdoor

for batching materialsfor loading mortar pansfor layingfor conveying concretefor cleaning/ washing/ curing

8 Labour cost for shutteringLabour cost for scaffolding @


ABSTRACT:A. Cost of Materials including seignorage chargesB. Hire charges of MachineryC. Cost of Labour


IRR-CCDW-2-4



DATA:


Sl No Particulars


2 Coarse aggregate 80-40 mmCoarse aggregate 40-20 mmCoarse aggregate 20-10 mmCoarse aggregate 10 mm below






1 Concrete mixer 600/400 ltr ( diesel)Fuel / Energy charges





4 Needle vibrator 60 mm dia ( petrol)Fuel / Energy charges



1 Crew for Concrete mixer2 Crew for Pump3 Crew for Water tanker4 Crew for Needle vibrator5 Mason Class-I6 work inspector7 mazdoor






IRR-CCDW-2-5






Sl No Particulars














1 Crew for Concrete mixer2 Crew for Pump3 Crew for Water tanker4 Crew for Vibrator5 Mason Class-I6 work inspector7 mazdoor

for batching materialsfor loading mortar pansfor layingfor conveying concrete

8 for cleaning/ washing/ curing9 Labour cost for shuttering

Total cost of Labourlabour component/unit qtyAdd contractor's profit and overhead charges

labour component/unit qty (including contractor's profit)



IRR-CCDW-2-6




Sl No Particulars










3 Water tanker 8000 ltr



Fuel / Energy charges4 Needle vibrator 60 mm dia ( petrol )

Fuel / Energy chargesTotal hire charges of Machinery








IRR-CCDW-2-7



DATA: RATE ANALYSIS



A. MATERIALS:Sl No Particulars

















Total cost of Labour




IRR-CCDW-2-8




Sl No Particulars



3 Fine aggregate4 Super Plasticizer5 Use rate of shuttering






2 5 hp pump ( diesel )



Fuel / Energy charges3 Water tanker 8000 ltr

Fuel / Energy charges4 Needle vibrator 40 mm dia ( petrol )




for batching materialsfor loading mortar pansfor laying including liftingfor conveying concretefor cleaning/ washing/ curing





IRR-CCDW-2-9






Sl No Particulars


2 Coarse aggregate 20-10 mmCoarse aggregate 10 mm below



















IRR-CCDW-2-10




Sl No Particulars




Scaffolding @ of shuttering6 SundriesAdd seignorage charges on CA @ (included in material rate)

Add seignorage charges on FA @ (included in material rate) Total cost of Materials
















IRR-CCDW-2-11






Sl No Particulars





















IRR-CCDW-2-12




Sl No Particulars

1 Cement for mix2 Coarse aggregate 20-10 mm

Coarse aggregate 10 mm below3 Fine aggregate4 Super Plasticizer5 Use rate of curved shutter (40 uses)6 Sundries






Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well kerb including cost of all materials, machinery, labour, formwork,





1 Crew for Concrete mixer2 Crew for Pump3 Crew for Vibrator4 Mason Class-I5 work inspector6 mazdoor


7 Labour cost for shutteringTotal cost of Labour




ra20hcux1/ctl 2011

IRR-CCDW-2-13




Sl No Particulars

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,




3 Fine aggregate4 Super Plasticizer5 Use rate of curved shutter (40 uses)6 Sundries









1 Crew for Concrete mixer2 Crew for Pump3 Crew for Vibrator4 Mason Class-I5 work inspector6 mazdoor




ABSTRACT:A. Cost of Materials including seignorage chargesB. Hire charges of Machinery

C. Cost of Labour


IRR-CCDW-2-14




Sl No Particulars


Coarse aggregate 10 mm below3 Fine aggregate4 Super Plasticizer

Add for tremie arrangement @Add seignorage charges on CA @ Add seignorage charges on FA @





3 Sundries( Hopper etc. )Total hire charges of Machinery


1 Crew for Concrete mixer2 Crew for Pump3 Fitter shuttering4 work inspector

Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well bottom plug by tremie or skip box method including cost of all materials,


5 mazdoorfor erecting/ dismantling tremiefor batching materialsfor loading mortar pansfor feeding tremie hopperfor conveying concrete




IRR-CCDW-2-15




Sl No Particulars


Coarse aggregate 20-10 mmCoarse aggregate 10 mm below

3 Fine aggregate4 Super Plasticizer

Add seignorage charges on CA @ Add seignorage charges on FA @



Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for well top plug including cost of all materials, machinery, labour, cleaning,







1 Crew for Concrete mixer2 Crew for Pump3 Crew for Needle vibrator4 Mason Class-I5 work inspector6 mazdoor





IRR-CCDW-2-16



Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well cap including cost of all materials, machinery, labour, formwork,



Sl No Particulars



3 Fine aggregate4 Super Plasticizer5 Use rate of curved shutter (40 uses)6 Sundries













ABSTRACT:

A. Cost of Materials including seignorage chargesB. Hire charges of MachineryC. Cost of Labour


IRR-CCDW-2-17

formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.



Sl No Particulars



3 Fine aggregate4 Super Plasticizer5 Use rate of shuttering for 40 uses6 Scaffolding @ of shuttering
















IRR-CCDW-2-18




Sl No Particulars

1 Cement for mix



Cement for incidentals @ 5 kg / cum2 Coarse aggregate 80-40 mm

Coarse aggregate 40-20 mmCoarse aggregate 20-10 mmCoarse aggregate 10 mm below

3 Fine aggregate4 Super Plasticizer5 Use rate ofshuttering for 40 uses6 Scaffolding @ of shuttering













ABSTRACT:A. Cost of Materials including seignorage chargesB. Hire charges of Machinery

C. Cost of Labour


IRR-CCDW-2-19




Sl No Particulars












1 Crew for Concrete mixer



2 Crew for Pump3 Crew for Needle vibrator4 Mason Class-I5 work inspector6 mazdoor






IRR-CCDW-2-20



Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.


Sl No Particulars



Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for cantiliver / counterfort retaining walls including cost of all materials,

















D. Add for contractor's profit and overheads on (A+B+C)Total cost for

Rate per cum

IRR-CCDW-2-21


Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum, plums of size 150 to 80 mm : 0.25cum )


Sl No Particulars



3 Plums of size 150 to 80 mm4 Fine aggregate5 Super Plasticizer

Use rate of shuttering for 40 uses6 Scaffolding @ of shuttering










Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravitytype retaining walls / piers / abutments etc., including cost of all materials, machinery,

finishing, curing etc.,complete with initial lead upto 50 m and all lifts.


for batching materialsfor loading mortar pansfor layingfor placing plumsfor conveying concretefor conveying plumsfor cleaning/ washing/ curing

7 Labour for shutteringLabour for scaffolding @




IRR-CCDW-2-22




Sl No Particulars


2 Coarse aggregate 40-20 mm

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard,gradedaggregates for cast in-situ pipes including cost of all materials, machinery, labour, cleaning,


Coarse aggregate 20-10 mmCoarse aggregate 10 mm below













7 Labour for shutteringLabour for scaffolding @




IRR-CCDW-2-23


Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.(Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)


Sl No Particulars













Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, gradedaggregates for cast in-situ pipes including cost of all materials, labour, machinery, formwork,








IRR-CCDW-2-24




Sl No Particulars



3 Fine aggregate4 Super Plasticizer

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork,


5 Use rate of shuttering for 30 usesScaffolding @ of shuttering

6 SundriesAdd seignorage charges on CA @ Add seignorage charges on FA @














IRR-CCDW-2-25


kg / cum )Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.



Sl No Particulars













1 Crew for Concrete mixer2 Crew for Pump3 Crew for Needle vibrator4 Mason Class-I5 work inspector

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for columns and beams including cost of all materials, labour, machinery,

finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300

6 mazdoorfor batching materialsfor loading mortar pansfor layingfor conveying concretefor cleaning/ washing/ curing





IRR-CCDW-2-26




Sl No Particulars



3 Fine aggregate4 Super Plasticizer5 Use rate of shuttering6 Sundries ( asphalt mortar etc )

Add seignorage charges on CA @

Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,

finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 mand all lifts. ( Cement content : 300 kg / cum )

Add seignorage charges on FA @ Total cost of Materials













IRR-CCDW-2-27 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than


20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for troughs including cost of all materials, machinery, labour, formwork,



Sl No Particulars










3 Needle vibrator 40 mm dia ( diesel )Fuel / Energy charges










IRR-CCDW-3 FOUNDATION WELL SINKING WORKS :

IRR-CCDW-3-1DATA: Unit = Running meter

Taking output = 1mdiameter of well = 6.00m

(i) Depth below bed level upto 3.0mRate of sinking = 0.50 m /hour

a) Labour0.12 Mate (Mason Cl- ll )1.00 Sinker ( skilled)2.00 Sinking helper ( Semi skilled)

sub total (a)b) Machinery

2.00 Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories.Fuel Charges Crew ChargesConsumables in sinking @ 10% of machinery charges

sub total (b)sub total (a+b)

Rate per metre = (a+b+c)/1.0or say ( Rate upto 3.0m for 6.0 m well sinking )labour component/unit qtyContractor's profit and overhead charges



labour component/unit qty(including contractor's profit)

(ii) Beyond 3m and upto 10m depthRate of sinking = 0.33 m per hour.

a) Labour0.15 Mate (Mason Cl- ll )1.25 Sinker ( skilled)2.50 Sinking helper ( Semi skilled)

sub total (a)b) Machinery

3.00 Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories.Fuel Charges Crew ChargesConsumables in sinking @ 10% of machinery charges

sub total (b)sub total (a+b)

Rate per metre = (a+b+c)or say ( Rate for 3.0m to 10m well sinking )

labour component/unit qtyContractor's profit and overhead chargeslabour component/unit qty(including contractor's profit)

IRR-CCDW-3-2ramming as directed including cost of all materials, machinery, labour etc., complete with


Sl No Particulars

1 Sand unscreened

Add seignorage charges on Sand @ Rs:Total cost of Materials


1 Nill


Filling foundation wells with sand in layers of 25 to 30 cm and compacting by watering,




1 work inspector2 mazdoor




IRR-CCDW-4 MASONRY WORKS :

IRR-CCDW-4-1




Sl No Particulars

1 Cement2 Rubble stones3 Stone chips4 Sand screened

Add seignorage charges on Stone@ RsAdd seignorage charges on Sand @ Rs



1 Water tanker 8000 ltr

Providing and constructing un-coursed rubble stone masonry with approved stones inCM 1 : 4 proportion for sub-structure portions of return walls / abutments etc., including


Fuel / Energy charges2 5 hp pump ( diesel )



1 Crew for Water tanker2 Crew for Pump3 work inspector4 Mason Class-I5 Mason Class-II6 mazdoor

for conveying rubble stonesfor preparing mortarfor loading mortar pansfor laying & packing mortarfor washing rubble / finishing / curingfor conveying mortar / chips




IRR-CCDW-4-2




Sl No Particulars

Providing and constructing un-coursed rubble stone masonry with approved stones inCM 1 : 4 proportion for super-structure portions of return walls / abutments etc., including


1 Cement2 Rubble stones3 Stone chips4 Sand screened

Add for scaffolding @Add seignorage charges on Stone@ RsAdd seignorage charges on Sand @ Rs







1 Crew for Water tanker2 Crew for Pump3 work inspector4 Mason Class-I5 Mason Class-II6 mazdoor

for conveying rubble stonesfor preparing mortarfor loading mortar pansfor laying & packing mortarfor washing rubble / finishing / curingfor conveying mortar / chips

Add for labour for scaffolding @Total cost of Labour



D. Add for contractor's profit and overheads on (A+B+C)Total cost for

Rate per cum

IRR-CCDW-4-3stones from approved source including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with

(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos)


Sl No Particulars

1 Cement2 Header stones 25x25x45 cm3 Khandki stones 25x25x30 cm4 Rubble stones5 Stone chips6 Sand screened

Add for scaffolding materials @Add seignorage charges on Stone@ RsAdd seignorage charges on Sand @ Rs







1 Crew for Water tanker2 Crew for Pump3 work inspector4 Stone chiseller Cl -II5 Mason Class-I6 Mason Class-II7 mazdoor

for conveying stones / rubblefor preparation of mortar

Providing and constructing coursed rubble masonry second sort in CM 1:4 proportion with

initial lead upto 50 m and initial lift upto 3m.

for loading mortar pansfor laying & packing mortarfor washing rubble / finishing / curingfor conveying mortar / chips





IRR-CCDW-4-4 Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion withstones from approved source including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete withinitial lead upto 50 m and initial lift upto 3 m.(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos)


Sl No Particulars

1 Cement2 Header stones 25x25x45 cm3 Khandki stones 25x25x30 cm4 Rubble stones5 Stone chips6 Sand screened

Add for scaffolding materials @Add seignorage charges on Stone@ RsAdd seignorage charges on Sand @ Rs







1 Crew for Water tanker2 Crew for Pump3 work inspector4 Stone chiseller Cl -II5 Mason Class-I6 Mason Class-II7 mazdoor8 for conveying rubble/ stones

for preparation of mortarfor loading mortar pansfor laying & packing mortarfor washing rubble / finishing / curingfor conveying mortar / chips









Sl No Particulars

1 Cement2 Sand screened

Add for scaffolding / ramps etc @Add seignorage charges on Sand @ Rs



1 Nil( Manual mixing)



1 Mason Cl- I2 work inspector3 mazdoor



D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per sqm



Sl No Particulars

1 Cement



2 Sand screened













Sl No Particulars
















Sl No Particulars




B. MACHINERY:



Sl No Description










Sl No Particulars





1 Nil



( Manual mixing)Total hire charges of Machinery








Sl No Particulars














IRR-CCDW-5 COPING & RAILING WORKS :

IRR-CCDW-5-1



Sl No Particulars

1 Cement2 Sand screened3 Burnt stone slab 10 cm thick

Add seignorage charges on Stone @ RsAdd seignorage charges on Sand @ Rs





Providing and fixing 10 cm thick roughly dressed burnt stone slabs for coping set inCM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume includingcost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto


1 Mason Cl- II2 Stone chiseller Cl- II3 work inspector4 mazdoor




IRR-CCDW-5-2CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including



Sl No Particulars







Providing and fixing 10 cm thick one line dressed burnt stone slabs for coping set in



1 Mason Cl- II2 Stone chiseller Cl- I3 work inspector4 mazdoor




IRR-CCDW-5-3



Sl No Particulars







Providing and fixing 10 cm thick two line dressed burnt stone slabs for coping set inCM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume includingcost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto


1 Mason Cl- II2 Stone chiseller Cl-I3 work inspector4 mazdoor




IRR-CCDW-5-4




Sl No Particulars



3 Fine aggregate4 Super Plasticizer5 Use rate of shuttering6 Sundries

Add seignorage charges on Stone @(Included in material rate) Add seignorage charges on Sand @ (Included in material rate)


Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N /sqmm ) grade cement concrete using 20 mm down size approved clean, hard, gradedaggregates for coping slab including cost of all materials, machinery, labour, formwork,

etc., complete with initial lead upto 50 m and initial lift upto 3 m.







1 Crew for Concrete mixer2 Crew for Pump3 Crew for Water tanker4 Mason Class-I5 work inspector6 mazdoor

for batching materialsfor loading mortar pansfor laying and tampingfor conveying concretefor cleaning/ washing/ curing

7 Labour cost for shuttering/scaffoldingTotal cost of Labour




IRR-CCDW-5-5 Providing and constructing protective railing consisting of in-situ railing posts of size 15 x15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 gradeconcrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos.of 8 mm dia main bars embedded in kerb concrete for a depth of 40 cm and 5 Nos. of 6 mmdia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primerand two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork,

finishing, curing etc., complete with lead upto 50 m and all lifts.


Sl No Particulars

1 Cement2 20-10 mm coarse aggregate3 10-4.75 mm coarse aggregate4 Fine aggregate5 Reinforcement steel6 40 mm dia GI pipes B class7 Use rate of shuttering8 Sundries ( paints/ binding wire etc )

Add seignorage charges on Stone @ (Included in material rate) Add seignorage charges on Sand @(Included in material rate)



1 Nill



1 Mason Class I2 Bar bender3 work inspector4 mazdoor5 Painter Cl- II6 Fitter shuttering



D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per Rm

IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS :




Sl No Particulars

1 Cement2 Sand screened3 Hemp yarn

Add seignorage charges on Sand @ RsTotal cost of Materials


1 Nill( Manual mixing )



1 Mason Cl- II2 work inspector3 mazdoor



D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per joint



Note:




Sl No Particulars














Note:

IRR-CCDW-6-8proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto50 m and all lifts.(Cement content: 56.9 kg / joint, FA : 0.058cum/joint, Hemp Yarn : 0.415kg/joint)


Sl No Particulars













Note:




Sl No Particulars














Note:

IRR-CCDW-7 BACK FILLING & OTHER WORKS :

IRR-CCDW-7-1including cost of all materials, machinery, labour, watering, ramming etc., complete with initiallead upto 50 m and initial lift upto 3 m.


Sl No Particulars

1 Rubble / Boulder2 Sand unscreened

Add seignorage charges on Stone@ RsAdd seignorage charges on Sand @ Rs






1 work inspector2 Mason Cl II3 mazdoor





Providing rubble / boulder and sand filling behind abutment and return walls in layers

IRR-CCDW-7-2including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by earth

upto 50 m and all lifts.


Sl No Particulars

1 Murum

Add seignorage charges on Soil @ RsTotal cost of Materials


1 Nill



1 Cartman with double bullock cart2 work inspector3 mazdoor




IRR-CCDW-7-3including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power

Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes

masters to achieve density control of not less than 95 percent etc., complete with lead

Providing and filling murum / gravely soil ( CNS soil ) for foundation or above pipes

roller to achieve density control of not less than 98 percent etc., complete with lead upto

50 m and all lifts.


Sl No Particulars

1 Murum

Add seignorage charges on Soil @ RsTotal cost of Materials


1 Diesel road roller 8-10 tonneFuel / Energy charges



1 Operator road roller2 Cartman with double bullock cart3 work inspector4 mazdoor




IRR-CCDW-7-4


Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone incement concrete M-10 grade with 40 mm down size aggregates including excavating pit of



Sl No Particulars

1 One line dressed Km stone2 40-20 mm coarse aggregate3 20-10 mm coarse aggregate4 10-4.75 mm coarse aggregate5 Sand screened6 Cement7 Synthetic enamel paint I st quality8 Sundries ( brush / oil etc )

Add seignorage charges on Stone @ Add seignorage charges on CA @ Add seignorage charges on FA @



1 NIL( Manual mixing )

Total hire charges of MachineryC. LABOUR:

Sl No Description

1 Mason Cl- II2 work inspector3 mazdoor4 Painter Cl- I



D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per No.

IRR-CCDW-7-5

size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic

Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone incement concrete M-10 grade with 40 mm down size aggregates including excavating pit of

enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost


Sl No Particulars

1 One line dressed hectometre stone2 40-20 mm coarse aggregate3 20-10 mm coarse aggregate4 10-4.75 mm coarse aggregate5 Sand screened6 Cement7 Synthetic enamel paint I st quality8 Sundries ( brush / oil etc )

Add seignorage charges on Stone @ Add seignorage charges on CA @ Add seignorage charges on FA @

Total cost of MaterialsB. MACHINERY:

Sl No Description

1 NIL( Manual mixing )

Total hire charges of MachineryC. LABOUR:

Sl No Description

1 Mason Cl- II2 work inspector3 mazdoor4 Painter Cl- I

Total cost of Labourlabour component/unit qtyAdd contractor's profit and overhead chargeslabour component/unit qty (including contractor's profit)ABSTRACT:A. Cost of Materials including seignorage chargesB. Hire charges of MachineryC. Cost of Labour

D. Add for contractor's profit and overheads on (A+B+C)Total cost forRate per No.




CANAL CROSS DRAINAGE WORKS - DATA RATES

UNIT : 10.00 cum

Unit Quantity Rate Amountin Rs. in Rs.

0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 0.25 275.00 68.75Day 6.00 215.00 1290.00

Rs: 1358.75135.90

0.14 19.00154.90

Rs: 0.00

including boulders upto 0.30 m dia. for foundations of canal and other appurtenant structures and placing the excavated stuff neatly in

specified dump area or disposing off the same as directed etc., complete with initial lead upto

Rs: 0.00Rs: 1358.75

Total Rs: 1358.7514.00% Rs: 190.23

10.00 cum Rs: 1548.98(A+B+C+D)/10.0 Rs. 154.90

( Data adopted from MORTH)

including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing

240.00 cum


day 0.32 275.00 88.00 day 8.00 215.00 1720.00

1808.00


hour 6.00 1180.70 7084.20 hour 6.00 680.60 4083.60 hour 6.00 148.20 889.20

12057.00 50.20

0.14 7.0057.20

Rs 1808.00 Rs 12057.00 Rs 0.00 Rs 13865.00

14.00% Rs: 1941.1240.00 cum Rs: 15806.1

(A+B+C+D)/240.0 Rs. 65.90


of foundation of structures as per drawing and technical specification,

HDR) without blasting including boulders above 0.3 m upto 0.60 m dia. of canal cross drainage and other appurtenant structures and placing the

UNIT : 10.00 cum


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 1.25 260.00 325.00Day 1.25 260.00 325.00Day 0.25 275.00 68.75Day 6.00 215.00 1290.00

Rs: 2008.75200.90

0.14 28.10229.00

Rs: 0.00Rs: 0.00Rs: 2008.75

Total Rs: 2008.7514.00% Rs: 281.23

10.00 cum Rs: 2289.98(A+B+C+D)/10.0 Rs. 229.00

and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial

180.00 cum

for foundations of canal cross drainage


day 0.24 275.00 66.00 day 6.00 215.00 1290.00

1356.00


hour 6.00 1180.70 7084.20 hour 6.00 680.60 4083.60 hour 6.00 148.20 889.20

12057.00 67.00

0.14 9.4076.40

Rs 1356.00 Rs 12057.00 Rs 0.00 Rs 13413.00

14.00% Rs: 1877.82180.00 cum Rs: 15290.82

(A+B+C+D)/180.0 Rs. 84.90


UNIT : 100 cum


Rm 43.50 16.50 717.7510% 71.78Hour 6.00 0.16 0.98

kg 20.00 54 1080.00Nos 29.00 11 319.00Rm 70.00 8 560.00LS 0.50 33 16.50

Rs: 2766.00

Unit Quantity Rate Amount

including boulders above 0.6 m upto 1.2 m dia. for of canal cross drainage and other appurtenant structures and placing the

in Rs. in Rs.Hour 3.00 210.40 631.20Hour 3.00 696.10 2088.30Hour 6.00 13.50 81.00Hour 6.00 0.00 0.00

Rs: 2800.50


Hour 3.00 136.00 408.00Hour 6.00 212.60 1275.60Day 1.00 275.00 275.00Day 0.50 310.00 155.00Day 0.50 260.00 130.00Day 6.00 260.00 1560.00Day 3.00 260.00 780.00Day 51.00 215.00 10965.00

Rs: 15548.60155.50

0.14 21.80177.30

Rs: 2766.00Rs: 2800.50Rs: 15548.60

Total Rs: 21115.1014.00% Rs: 2956.11

100.00 cum Rs: 24071.21(A+B+C+D)/100.0 Rs. 240.70


UNIT : 100.00 cum


kg 32.00 54 1728.00No. 8.00 6 48.00No. 104.00 11 1144.00Rm 150.00 8 1200.00

Hour 16.00 8.13 130.00

of all toughness by blasting including boulders above 1.2 m dia. for of canal cross drainage and other appurtenant structures and placing the

Rm 98.30 22.00 2162.6010% 216.26

Rs: 6628.86


Hour 8.00 210.40 1683.20Hour 8.00 696.10 5568.80Hour 16.00 13.50 216.00Hour 16.00 0.00 0.00

Rs: 7468.00


Hour 8.00 136.00 1088.00Hour 16.00 212.60 3401.60Day 1.00 310.00 310.00Day 1.00 260.00 260.00Day 1.00 275.00 275.00Day 6.00 260.00 1560.00Day 6.00 260.00 1560.00Day 51.00 215.00 10965.00

Rs: 19419.60194.20

0.14 27.20221.40

Rs: 6628.86Rs: 7468.00Rs: 19419.60

Total Rs: 33516.4614.00% Rs: 4692.3

100.00 cum Rs: 38208.76(A+B+C+D)/100.0 Rs. 382.10

and other appurtenant structures and placing the excavated rock neatly in

( Data adopted from MORTH)

10.00 cum

for foundations of canal cross drainage



day 0.20 275.00 55.00 day 5.00 215.00 1075.00

1130.00


hour 6.00 178.50 1071.00

hour 6.00 556.90 3341.40 hour 6.00 136.00 816.00

5228.40 522.80

0.14 73.20596.00

Rs 1130.00 Rs 5228.40 Rs 0.00 Rs 6358.40

14.00% Rs: 890.1810.00 cum Rs: 7248.58

(A+B+C+D)/10.0 Rs. 724.90

1.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded inconcrete / masonry including cost of all materials, machinery, labour, drilling and cleaning

UNIT : 10.00 Nos.


kg 5.00 5.50 27.50kg 101.00 41.00 4141.00Rm 12.50 22.00 275.0010% 27.50Hour 2.00 8.13 16.25

Rs: 4487.25

25 mm dia 2.50 m long cold twisted deformed steel anchor rods with




Rs: 933.50


Hour 1.00 136.00 136.00Hour 2.00 212.60 425.20Day 0.50 260.00 130.00Day 0.50 300.00 150.00Day 0.50 275.00 137.50Day 1.00 215.00 215.00

Rs: 1193.70119.40

0.14 16.70136.10

Rs: 4487.25Rs: 933.50Rs: 1193.70

Total Rs: 6614.4514.00% Rs: 926.02

10.00 Nos. Rs: 7540.47(A+B+C+D)/10.0 Rs. 754.00

cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,

UNIT : 1000.00 kg


kg 1050.00 41.00 43050.00kg 8.00 55 440.00LS 3.00 33 99.00

Rs: 43589.00

reinforcement steel bars for RCC works including


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 1.00 275.00 275.00Day 6.00 300.00 1800.00Day 11.00 215.00 2365.00

Rs: 4440.004.40

0.14 0.605.00

Rs: 43589.00Rs: 0.00Rs: 4440.00

Total Rs: 48029.0014.00% Rs: 6724.06

1000.00 kg Rs: 54753.06(A+B+C+D)/1000.0 Rs. 54.80

100 x 10 mm angle and 250 x 12 mm plate for sinking for sinking 4.50 m outer diameter foundation wells foundation wells including cost of all materials, machinery, labour, bending, welding, providing anchors etc., complete with initial lead upto 50 m and all lifts.


UNIT : 615.00 kg


kg 216.10 40.00 8644.00kg 342.30 43.00 14718.90kg 56.60 41.00 2320.60

cum 0.50 275 137.50cum 1.50 40 60.00Nos 300.00 9.00 2700.00LS 5.00 33 165.00

structural steel cutting edge consisting of 100 x

Rs: 28746.00


Hour 8.00 14.50 116.00Hour 8.00 60.40 483.20Hour 30.00 12.90 387.00Hour 30.00 48.30 1449.00LS 10.00 33 330.00

Rs: 2765.20


Day 2.00 310.00 620.00Day 5.00 285.00 1425.00Day 1.00 275.00 275.00Day 5.00 215.00 1075.00

Rs: 3395.005.50

0.14 0.806.30

Rs: 28746.00Rs: 2765.20Rs: 3395.00

Total Rs: 34906.2014.00% Rs: 4886.87

615.00 kg Rs: 39793.07(A+B+C+D)/615.0 Rs. 64.70



UNIT : 15.38 cum


( 28 days cube compressive strength not less than down size approved, clean, hard, graded

including cost of all materials, machinery, labour, formwork,

kg 3998.80 5.50 21993.40kg 46.14 5.50 253.77

cum 6.92 975.00 6747.98cum 4.15 1025.00 4256.42cum 2.77 750.00 2076.30cum 6.15 425 2614.60kg 16.00 54 863.74

sqm 15.38 197.64 3039.7510% 303.97LS 0.50 33 16.50

(Included in material ra Rs: 0.00(Included in material ra Rs: 0.00

Rs: 42166.42


Hour 8.00 44.80 358.40Hour 8.00 61.90 495.20Hour 0.50 8.40 4.20Hour 0.50 61.90 30.95Hour 1.00 285.80 285.80Hour 1.00 233.90 233.90Hour 8.00 6.00 48.00Hour 8.00 12.40 99.20

Rs: 1555.65


Hour 8.00 141.70 1133.60Hour 0.50 71.10 35.55Hour 1.00 106.30 106.30Hour 8.00 102.00 816.00Day 1.00 275.00 275.00Day 1.00 285.00 285.00

Day 11.00 215.00 2365.00Day 4.00 215.00 860.00Day 3.00 215.00 645.00Day 15.38 215.00 3306.70Day 1.00 215.00 215.00sqm 15.38 55.65 855.9010% 85.59

Rs: 10984.64714.20

0.14 100.00814.20

Rs: 42166.42Rs: 1555.65Rs: 10984.64

Total Rs: 54706.7114.00% Rs: 7658.94

15.38 cum Rs: 62365.65(A+B+C+D)/15.38 Rs. 4055.00



UNIT : 14.40 cum


kg 3600.00 5.50 19800.00kg 43.20 5.50 237.60

cum 4.94 560.00 2765.95cum 4.23 975.00 4127.76cum 2.82 1025.00 2892.96cum 2.12 750.00 1587.60cum 5.04 425 2142.00kg 14.40 54 777.60

sqm 14.40 197.64 2846.0610% 284.61LS 0.50 33 16.50


Rs: 37478.63


Hour 8.00 77.00 616.00Hour 8.00 123.80 990.40Hour 0.50 8.40 4.20Hour 0.50 61.90 30.95Hour 1.00 285.80 285.80Hour 1.00 233.90 233.90



Hour 8.00 6.20 49.60Hour 8.00 18.60 148.80

Rs: 2359.65




Rs: 10713.95744.00

0.14 104.20848.20

Rs: 37478.63Rs: 2359.65Rs: 10713.95

Total Rs: 50552.2314.00% Rs: 7077.31

14.40 cum Rs: 57629.5406331(A+B+C+D)/14.40 Rs. 4002.10



UNIT : 16.36 cum




kg 3599.20 5.50 19795.60kg 49.08 5.50 269.94

cum 7.36 975.00 7177.95cum 4.42 1025.00 4527.63cum 2.94 750.00 2208.60cum 6.54 425 2781.20kg 14.40 54 777.43

sqm 16.36 197.64 3233.4410% 323.34LS 0.50 33 16.50


Rs: 41111.63



Rs: 1555.65



Day 11.00 215.00 2365.00Day 4.00 215.00 860.00Day 3.00 215.00 645.00Day 16.36 215.00 3517.40Day 1.00 215.00 215.00sqm 16.36 55.65 910.43

Rs: 11164.28682.40

0.14 95.50

777.90

Rs: 41111.63Rs: 1555.65Rs: 11164.28

Total Rs: 53831.5614.00% Rs: 7536.42

16.36 cum Rs: 61367.9818026(A+B+C+D)/16.36 Rs. 3751.10



UNIT : 14.55 cum


kg 3201.00 5.50 17605.50kg 43.65 5.50 240.08


sqm 14.55 197.64 2875.7010% 287.57LS 0.50 33 16.50


Rs: 35373.83


Hour 8.00 77.00 616.00Hour 8.00 123.80 990.40Hour 0.50 8.40 4.20Hour 0.50 61.90 30.95Hour 1.00 285.80 285.80



Hour 1.00 233.90 233.90Hour 8.00 6.20 49.60Hour 8.00 18.60 148.80

Rs: 2359.65




Rs: 10755.38739.20

0.14 103.50842.70

Rs: 35373.83Rs: 2359.65Rs: 10755.38

Total Rs: 48488.8614.00% Rs: 6788.44

14.55 cum Rs: 55277.2994522(A+B+C+D)/14.55 Rs. 3799.10



UNIT : 14.19 cum



( Cement content : 220 kg / cum )


kg 4398.90 5.50 24193.95kg 42.57 5.50 234.14

cum 6.39 975.00 6225.86cum 3.83 1025.00 3927.08cum 2.55 750.00 1915.65cum 5.68 425 2412.30kg 17.60 54 950.16

sqm 14.19 197.64 2804.5510% 280.46LS 0.50 33 16.50


Rs: 42960.65



Rs: 1555.65




Rs: 10655.94

750.900.14 105.10

856.00

Rs: 42960.65Rs: 1555.65Rs: 10655.94

Total Rs: 55172.2414.00% Rs: 7724.11

14.19 cum Rs: 62896.35(A+B+C+D)/14.19 Rs. 4432.40



UNIT : 15.00 cum


kg 4800.00 5.50 26400.00kg 75.00 5.50 412.50

cum 6.75 975.00 6581.25cum 4.05 1025.00 4151.25cum 2.70 750.00 2025.00cum 6.00 425 2550.00kg 19.20 54 1036.80

sqm 30.00 197.64 5929.2925% 1482.32LS 0.50 33 16.50


Rs: 50584.91


Hour 8.00 44.80 358.40Hour 8.00 61.90 495.20Hour 0.50 8.40 4.20


works including cost of all materials,


Hour 0.50 61.90 30.95Hour 1.00 285.80 285.80Hour 1.00 233.90 233.90Hour 8.00 6.00 48.00Hour 8.00 12.40 99.20

Rs: 1555.65




Rs: 11219.89748.00

0.14 104.70852.70

Rs: 50584.91Rs: 1555.65Rs: 11219.89

Total Rs: 63360.4414.00% Rs: 8870.46

15.00 cum Rs: 72230.90(A+B+C+D)/15.0 Rs. 4815.40


(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),




UNIT : 15.76 cum


kg 5200.80 5.50 28604.40kg 78.80 5.50 433.40

cum 8.20 1025.00 8400.08cum 4.41 750.00 3309.60cum 7.09 425 3014.10kg 20.80 54 1123.37

sqm 31.52 197.64 6229.7025% 1557.43LS 0.50 33 16.50


Rs: 52688.58



Rs: 1555.65




Rs: 12532.46

795.200.14 111.30

906.50

Rs: 52688.58Rs: 1555.65Rs: 12532.46

Total Rs: 66776.6914.00% Rs: 9348.74

15.76 cum Rs: 76125.4308142(A+B+C+D)/15.76 Rs. 4830.30



UNIT : 15.71 cum


kg 4398.80 5.50 24193.40kg 78.55 5.50 432.03

cum 8.17 1025.00 8373.43cum 4.40 750.00 3299.10cum 7.07 425 3004.54kg 17.60 54 950.14

sqm 31.42 197.64 6209.9425% 1552.48LS 0.50 33 16.50

Add seignorage charges on CA @ (included in material rate) Rs: 0.00Add seignorage charges on FA @ (included in material rate) Rs: 0.00

Rs: 48031.56







Rs: 1555.65




Rs: 12514.75796.60

0.14 111.50908.10

Rs: 48031.56Rs: 1555.65Rs: 12514.75

Total Rs: 62101.9614.00% Rs: 8694.27

15.71 cum Rs: 70796.2297088(A+B+C+D)/15.71 Rs. 4506.40






UNIT : 18.00 cum


kg 3960.00 5.50 21780.00kg 90.00 5.50 495.00

cum 9.36 1025.00 9594.00cum 5.04 750.00 3780.00cum 8.10 425 3442.50kg 15.84 54 855.36

sqm 36.00 197.64 7115.1425% 1778.79LS 0.50 33 16.50


Rs: 48857.29



Rs: 1555.65




Rs: 13325.70

740.300.14 103.60

843.90

Rs: 48857.29Rs: 1555.65Rs: 13325.70

Total Rs: 63738.6414.00% Rs: 8923.41

18.00 cum Rs: 72662.047935(A+B+C+D)/18.0 Rs. 4036.80


If water is to be brought from other place add only lead charges @ 500 ltr / cum. 7500(Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),

UNIT : 15.00 cum


kg 5250.00 5.50 28875.00cum 7.80 1025.00 7995.00cum 4.20 750.00 3150.00cum 6.75 425 2868.75kg 21.00 54 1134.00

sqm 82.50 217.41 17936.09LS 0.50 33 16.50


Rs: 61975.34





Hour 8.00 6.00 48.00Hour 8.00 12.40 99.20

Rs: 1035.95


Hour 8.00 141.70 1133.60Hour 0.50 71.10 35.55Hour 8.00 102.00 816.00Day 1.00 285.00 285.00Day 1.00 275.00 275.00


Rs: 14446.28963.10

0.14 134.801097.90

Rs: 61975.34Rs: 1035.95Rs: 14446.28

Total Rs: 77457.5614.00% Rs: 10844.06

15.00 cum Rs: 88301.6230023(A+B+C+D)/15.0 Rs. 5886.80


If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

UNIT : 15.00 cum




in Rs. in Rs.kg 4800.00 5.50 26400.00kg 30.00 5.50 165.00

cum 6.75 975.00 6581.25cum 4.05 1025.00 4151.25cum 2.70 750.00 2025.00cum 6.00 425 2550.00kg 19.20 54 1036.80

sqm 60.00 217.41 13044.43LS 0.50 33 16.50


Rs: 55970.23



Rs: 1035.95




Rs: 13194.15879.60

0.14 123.101002.70

Rs: 55970.23Rs: 1035.95

Rs: 13194.15Total Rs: 70200.33

14.00% Rs: 9828.0515.00 cum Rs: 80028.377638

(A+B+C+D)/15.0 Rs. 5335.20



UNIT : 14.00 cum


kg 4900.00 5.50 26950.00cum 7.28 1025.00 7462.00cum 3.92 750.00 2940.00cum 6.30 425 2677.50kg 19.60 54 1058.40

TOTAL Rs: 41087.901% Rs: 410.88

(Included in material ra Rs:(Included in material ra Rs:

Rs: 41498.78


Hour 8.00 44.80 358.40Hour 8.00 61.90 495.20Hour 0.50 8.40 4.20Hour 0.50 61.90 30.95LS 5.00 33 165.00

Rs: 1053.75


Hour 8.00 141.70 1133.60Hour 0.50 71.10 35.55Day 1.00 260.00 260.00Day 1.00 275.00 275.00

( 28 days cube compressive strength not less than 15 N / sq down size approved, clean, hard, graded

by tremie or skip box method including cost of all materials,

. ( Cement content : 350 kg / cum )

Day 4.00 215.00 860.00Day 11.00 215.00 2365.00Day 4.00 215.00 860.00Day 2.00 215.00 430.00Day 16.00 215.00 3440.00

Rs: 9659.15689.90

0.14 96.60786.50

Rs: 41498.78Rs: 1053.75Rs: 9659.15

Total Rs: 52211.6814.00% Rs: 7309.64

14.00 cum Rs: 59521.319(A+B+C+D)/14.0 Rs. 4251.50



UNIT : 14.29 cum


kg 4001.20 5.50 22006.60cum 6.43 975.00 6269.74cum 3.86 1025.00 3954.76cum 2.57 750.00 1929.15cum 5.72 425 2429.30kg 16.00 54 864.26


Rs: 37453.80


( 28 days cube compressive strength not less thandown size approved, clean, hard, graded

including cost of all materials, machinery, labour, cleaning,

in Rs. in Rs.Hour 8.00 44.80 358.40Hour 8.00 61.90 495.20Hour 0.50 8.40 4.20Hour 0.50 61.90 30.95Hour 8.00 6.00 48.00Hour 8.00 12.40 99.20

Rs: 1035.95




Rs: 9702.50679.00

0.14 95.10774.10

Rs: 37453.80Rs: 1035.95Rs: 9702.50

Total Rs: 48192.2514.00% Rs: 6746.92

14.29 cum Rs: 54939.17(A+B+C+D)/14.29 Rs. 3844.60


If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),

28 days cube compressive strength not less than down size approved, clean, hard, graded


UNIT : 15.76 cum


kg 5200.80 5.50 28604.40kg 78.80 5.50 433.40

cum 8.20 1025.00 8400.08cum 4.41 750.00 3309.60cum 7.09 425 3014.10kg 20.80 54 1123.37

sqm 15.76 197.64 3114.85LS 0.50 33 16.50


Rs: 48016.30



Rs: 1035.95




Rs: 10895.59691.30

0.14 96.80788.10

Rs: 48016.30Rs: 1035.95Rs: 10895.59

Total Rs: 59947.8514.00% Rs: 8392.7

15.76 cum Rs: 68340.5480057(A+B+C+D)/15.76 Rs. 4336.30


If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

UNIT : 14.40 cum


kg 3600.00 5.50 19800.00kg 72.00 5.50 396.00


sqm 39.60 207.52 8217.9930% 2465.40


Rs: 45173.26



Rs: 1839.95


including cost of all materials, labour, machinery,




Rs: 13236.01919.20

0.14 128.701047.90

Rs: 45173.26Rs: 1839.95Rs: 13236.01

Total Rs: 60249.2214.00% Rs: 8434.89

14.40 cum Rs: 68684.1102355(A+B+C+D)/14.40 Rs. 4769.70


If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

UNIT : 14.55 cum


kg 3201.00 5.50 17605.50



kg 72.75 5.50 400.13cum 4.99 560.00 2794.76cum 4.28 975.00 4170.76cum 2.85 1025.00 2923.10cum 2.14 750.00 1604.14cum 5.09 425 2164.31kg 12.80 54 691.42

sqm 40.01 207.52 8303.5930% 2491.08


Rs: 43148.78



Rs: 1839.95




Rs: 13298.10914.00

0.14 128.001042.00

Rs: 43148.78Rs: 1839.95

Rs: 13298.10Total Rs: 58286.83

14.00% Rs: 8160.1614.55 cum Rs: 66446.9933213

(A+B+C+D)/14.55 Rs. 4566.80



UNIT : 16.36 cum


kg 3599.20 5.50 19795.60kg 81.80 5.50 449.90

cum 7.36 975.00 7177.95cum 4.42 1025.00 4527.63cum 2.94 750.00 2208.60cum 6.54 425 2781.20kg 14.40 54 777.43

sqm 44.99 207.52 9336.5530% 2800.96


Rs: 49855.82



Rs: 1035.95


Hour 8.00 141.70 1133.60



Hour 0.50 71.10 35.55Hour 8.00 102.00 816.00Day 1.00 285.00 285.00Day 1.00 275.00 275.00


Rs: 13832.35845.50

0.14 118.40963.90

Rs: 49855.82Rs: 1035.95Rs: 13832.35

Total Rs: 64724.1214.00% Rs: 9061.38

16.36 cum Rs: 73785.5025565(A+B+C+D)/16.36 Rs. 4510.10



If water is to be brought from other place add only lead charges @ 500 ltr / cum.

UNIT : 16.25 cum


kg 5200.00 5.50 28600.00kg 81.25 5.50 446.88

cum 7.31 975.00 7129.69cum 4.39 1025.00 4497.19cum 2.93 750.00 2193.75


aggregates for cantiliver / counterfort retaining walls including cost of all materials,


cum 6.50 425 2762.50kg 20.80 54 1123.20

sqm 52.81 197.64 10438.0125% 2609.50LS 0.50 33 16.50


Rs: 59817.22



Rs: 1035.95




Rs: 14227.67875.50

0.14 122.60998.10

Rs: 59817.22Rs: 1035.95Rs: 14227.67

Total Rs: 75080.8414.00% Rs: 10511.32

16.25 cum Rs: 85592.1553387

(A+B+C+D)/16.25 Rs. 5267.20


If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum,

2.82

UNIT : 18.09 cum


kg 4703.40 5.50 25868.70kg 72.36 5.50 397.98

cum 6.92 975.00 6746.44cum 4.15 1025.00 4255.45cum 2.77 750.00 2075.83cum 4.52 310 1401.98cum 6.15 425 2614.01kg 18.81 54 1015.93

sqm 49.75 197.64 9832.2430% 2949.67


Rs: 57158.22



Rs: 1087.15


Hour 8.00 141.70 1133.60


placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity etc., including cost of all materials, machinery,

lead upto 50 m and all lifts.

Hour 0.50 71.10 35.55Hour 8.00 102.00 816.00Day 1.00 285.00 285.00Day 1.00 275.00 275.00

Day 11.00 215.00 2365.00Day 4.00 215.00 860.00Day 5.00 215.00 1075.00Day 2.00 215.00 430.00Day 15.38 215.00 3306.70Day 2.00 215.00 430.00Day 1.00 215.00 215.00sqm 49.75 55.65 2768.4530% 830.53

Rs: 14825.83819.60

0.14 114.70934.30

Rs: 57158.22Rs: 1087.15Rs: 14825.83

Total Rs: 73071.2014.00% Rs: 10229.97

18.09 cum Rs: 83301.17(A+B+C+D)/18.09 Rs. 4604.80



UNIT : 15.38 cum


kg 3998.80 5.50 21993.40kg 76.90 5.50 422.95

cum 6.92 975.00 6747.98

( 28 days cube compressive strength not less than down size approved, clean, hard,graded

including cost of all materials, machinery, labour, cleaning,

cum 4.15 1025.00 4256.42cum 2.77 750.00 2076.30cum 6.15 425 2614.60kg 16.00 54 863.74

sqm 30.76 207.52 6383.4715% 957.52LS 0.50 33 16.50


Rs: 46332.87



Rs: 1035.95




Rs: 11905.41774.10

0.14 108.40882.50

Rs: 46332.87Rs: 1035.95Rs: 11905.41

Total Rs: 59274.23

14.00% Rs: 8298.3915.38 cum Rs: 67572.6227247

(A+B+C+D)/15.38 Rs. 4393.50


If water is to be brought from other place add only lead charges @ 500 ltr / cum.(Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

UNIT : 14.40 cum


kg 3600.00 5.50 19800.00kg 72.00 5.50 396.00


sqm 28.80 207.52 5976.7215% 896.51


Rs: 41363.10



Rs: 1839.95


Hour 8.00 141.70 1133.60


including cost of all materials, labour, machinery, formwork,

Hour 0.50 71.10 35.55Hour 8.00 102.00 816.00Day 1.00 285.00 285.00Day 1.00 275.00 275.00


Rs: 11569.28803.40

0.14 112.50915.90

Rs: 41363.10Rs: 1839.95Rs: 11569.28

Total Rs: 54772.3314.00% Rs: 7668.13

14.40 cum Rs: 62440.46(A+B+C+D)/14.40 Rs. 4336.10


If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),

UNIT : 15.76 cum


kg 5200.80 5.50 28604.40kg 78.80 5.50 433.40

cum 8.20 1025.00 8400.08cum 4.41 750.00 3309.60cum 7.09 425 3014.10kg 20.80 54 1123.37


including cost of all materials,machinery, labour, formwork,

( Cement content : 300 kg / cum )

sqm 39.40 242.86 9568.57250% 23921.43

LS 1.00 33 33.00(Included in material ra Rs: 0.00(Included in material ra Rs: 0.00

Rs: 78407.95



Rs: 1035.95




250% 5481.53Rs: 18192.68

1154.400.14 161.60

1316.00

Rs: 78407.95Rs: 1035.95Rs: 18192.68

Total Rs: 97636.5914.00% Rs: 13669.12

15.76 cum Rs: 111305.71(A+B+C+D)/15.76 Rs. 7062.50


If water is to be brought from other place add only lead charges @ 500 ltr / cum.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),

UNIT : 15.76 cum


kg 5200.80 5.50 28604.40kg 78.80 5.50 433.40

cum 8.20 1025.00 8400.08cum 4.41 750.00 3309.60cum 7.09 425 3014.10kg 20.80 54 1123.37

sqm 78.80 197.64 15574.2650% 7787.13LS 1.00 33 33.00


Rs: 68279.34



Rs: 1035.95





initial lead upto 50 m and all lifts. ( Cement content : 300


Rs: 16596.381053.10

0.14 147.401200.50

Rs: 68279.34Rs: 1035.95Rs: 16596.38

Total Rs: 85911.6714.00% Rs: 12027.63

15.76 cum Rs: 97939.30(A+B+C+D)/15.76 Rs. 6214.40


If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),

UNIT : 15.76 cum


kg 5200.80 5.50 28604.40kg 78.80 5.50 433.40

cum 8.20 1025.00 8400.08cum 4.41 750.00 3309.60cum 7.09 425 3014.10kg 20.80 54 1123.37

sqm 7.88 197.64 1557.43LS 5.00 33 165.00

(Included in material ra Rs: 0.00

( 28 days cube compressive strength not less than 20 N / down size approved, clean, hard, graded


finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m

(Included in material ra Rs: 0.00Rs: 46607.38



Rs: 1035.95




Rs: 11172.07708.90

0.14 99.20808.10

Rs: 46607.38Rs: 1035.95Rs: 11172.07

Total Rs: 58815.4014.00% Rs: 8234.16

15.76 cum Rs: 67049.56(A+B+C+D)/15.76 Rs. 4254.40

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than


down size approved, clean, hard, graded including cost of all materials, machinery, labour, formwork,

If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),

UNIT : 15.76 cum


kg 5200.80 5.50 28604.40kg 78.80 5.50 433.40

cum 8.20 1025.00 8400.08cum 4.41 750.00 3309.60cum 7.09 425 3014.10kg 20.80 54 1123.37

sqm 70.92 197.64 14016.8325% 3504.21LS 0.50 33 16.50


Rs: 62422.49



Rs: 1035.95




. ( Cement content : 300 kg / cum )

sqm 70.92 55.65 3946.7025% 986.67

Rs: 15381.92976.00

0.14 136.601112.60

Rs: 62422.49Rs: 1035.95Rs: 15381.92

Total Rs: 78840.3614.00% Rs: 11037.65

15.76 cum Rs: 89878.0133319(A+B+C+D)/15.76 Rs. 5702.90

260.00 day 31.20285.00 day 285.00215.00 day 430.00

746.20

422.30 hour 844.60

233.90 hour 467.80106.30 hour 212.60

Consumables in sinking @ 10% of machinery charges 152.501677.502423.70

14.00% 339.32

2763.02or say ( Rate upto 3.0m for 6.0 m well sinking ) 2763.00

898.7014.00% 125.80


labour component/unit qty(including contractor's profit) 1024.50

260.00 day 39.00285.00 day 356.25215.00 day 537.50

932.75

422.30 hour 1266.90

233.90 hour 701.70106.30 hour 318.90

Consumables in sinking @ 10% of machinery charges 228.752516.253449.00

14.00% 482.86

3931.863931.90

1161.500.14 162.60

labour component/unit qty(including contractor's profit) 1324.10

ramming as directed including cost of all materials, machinery, labour etc., complete with

UNIT : 15.00 cum


cum 15.75 325 5118.750.00 0.00



0.00 0.00 0.000.00 0.00 0.00

in layers of 25 to 30 cm and compacting by watering,

Rs: 0.00


Day 0.25 275.00 68.75Day 4.00 215.00 860.00

Rs: 928.7561.90

0.14 8.7070.60

Rs: 5118.75Rs: 0.00Rs: 928.75

Total Rs: 6047.5014.00% Rs: 846.65

15.00 cum Rs: 6894.15(A+B+C+D)/15.0 Rs. 459.60


(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,

UNIT : 10.00 cum


kg 1430.00 5.50 7865.00cum 8.50 265 2252.50cum 1.50 310 465.00cum 4.00 425 1700.00


Rs: 12282.50


Hour 1.00 285.80 285.80

un-coursed rubble stone masonry with approved stones infor sub-structure portions of return walls / abutments etc., including


Hour 1.00 233.90 233.90Hour 0.50 8.40 4.20Hour 0.50 61.90 30.95

Rs: 554.85


Hour 1.00 106.30 106.30Hour 0.50 71.10 35.55Day 1.00 275.00 275.00Day 1.00 285.00 285.00Day 2.00 260.00 520.00

Day 4.00 215.00 860.00Day 2.00 215.00 430.00Day 1.00 215.00 215.00Day 3.00 215.00 645.00Day 1.00 215.00 215.00Day 4.00 215.00 860.00

Rs: 4446.85444.70

0.14 62.30507.00

Rs: 12282.50Rs: 554.85Rs: 4446.85

Total Rs: 17284.2014.00% Rs: 2419.79

10.00 cum Rs: 19703.99(A+B+C+D)/10.0 Rs. 1970.40


(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,

UNIT : 10.00 cum


un-coursed rubble stone masonry with approved stones infor super-structure portions of return walls / abutments etc., including


kg 1430.00 5.50 7865.00cum 8.50 265 2252.50cum 1.50 310 465.00cum 4.00 425 1700.00

TOTAL Rs: 12282.502.5% Rs: 307.06


Rs: 12589.56



Rs: 554.85


Hour 1.00 106.30 106.30Hour 0.50 71.10 35.55Day 1.00 275.00 275.00Day 1.00 285.00 285.00Day 2.00 260.00 520.00


TOTAL Rs: 4446.852.5% Rs: 111.17

Rs: 4558.02455.80

0.14 63.80519.60

Rs: 12589.56Rs: 554.85Rs: 4558.02

Total Rs: 17702.4314.00% Rs: 2478.34

10.00 cum Rs: 20180.77375

(A+B+C+D)/10.0 Rs. 2018.10

stones from approved source including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with

(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones

UNIT : 10.00 cum


kg 1330.00 5.50 7315.00Nos 60.00 32 1920.00Nos 180.00 12 2160.00cum 4.50 265 1192.50cum 1.50 310 465.00cum 3.50 425 1487.50

TOTAL Rs: 14540.002.5% Rs: 363.50


Rs: 14903.50



Rs: 554.85



Day 4.00 215.00 860.00Day 3.00 215.00 645.00

coursed rubble masonry second sort in CM 1:4 proportion with

Day 1.00 215.00 215.00Day 3.00 215.00 645.00Day 1.00 215.00 215.00Day 2.00 215.00 430.00

TOTAL Rs: 5011.852.5% Rs: 125.30

Rs: 5137.15513.70

0.14 71.90585.60

Rs: 14903.50Rs: 554.85Rs: 5137.15

Total Rs: 20595.5014.00% Rs: 2883.37

10.00 cum Rs: 23478.86625(A+B+C+D)/10.0 Rs. 2347.90

Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion withstones from approved source including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with

(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones

UNIT : 10.00 cum


kg 1330.00 5.50 7315.00Nos 60.00 32 1920.00Nos 180.00 12 2160.00cum 4.50 265 1192.50cum 1.50 310 465.00cum 3.50 425 1487.50

TOTAL Rs: 14540.002.5% Rs: 363.50


Rs: 14903.50


in Rs. in Rs.Hour 1.00 285.80 285.80Hour 1.00 233.90 233.90Hour 0.50 8.40 4.20Hour 0.50 61.90 30.95

Rs: 554.85




TOTAL Rs: 5791.852.5% Rs: 144.80

Rs: 5936.65593.70

0.14 83.10676.80

Rs: 14903.50Rs: 554.85Rs: 5936.65

Total Rs: 21395.0014.00% Rs: 2995.3

10.00 cum Rs: 24390.29625(A+B+C+D)/10.0 Rs. 2439.00

proportion by volume including raking and cleaning joints for 50 mm depth, pressing cementmortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with

UNIT : 100.00 sqm

to coursed rubble face stone masonry in CM 1 : 2


kg 456.00 5.50 2508.00cum 0.75 425 318.75

TOTAL Rs: 2826.752.5% Rs: 70.67

(Included in material ra Rs:Rs: 2897.42


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 10.00 285.00 2850.00Day 1.00 275.00 275.00Day 10.00 215.00 2150.00

Rs: 5275.0052.80

0.14 7.4060.20

Rs: 2897.42Rs: 0.00Rs: 5275.00

Total Rs: 8172.4214.00% Rs: 1144.14

100.00 sqm Rs: 9316.55875(A+B+C+D)/100.0 Rs. 93.20

proportion by volume including raking and cleaning joints for 50 mm depth, pressing cementmortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with

UNIT : 100.00 sqm


kg 322.00 5.50 1771.00

to coursed rubble face stone masonry in CM 1 : 3

cum 0.75 425 318.75TOTAL Rs: 2089.75

2.5% Rs: 52.24(Included in material ra Rs:

Rs: 2141.99


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 10.00 285.00 2850.00Day 1.00 275.00 275.00Day 10.00 215.00 2150.00

Rs: 5275.0052.80

0.14 7.4060.20

Rs: 2141.99Rs: 0.00Rs: 5275.00

Total Rs: 7416.9914.00% Rs: 1038.38

100.00 sqm Rs: 8455.37375(A+B+C+D)/100.0 Rs. 84.60

of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,

UNIT : 100.00 sqm


kg 629.00 5.50 3459.50cum 1.32 425 561.00

TOTAL Rs: 4020.502.5% Rs: 100.51

(Included in material ra Rs:

12 mm thick plastering in cement mortar 1:3 proportion by volume including cost

Rs: 4121.01


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 10.00 285.00 2850.00Day 1.00 275.00 275.00Day 20.00 215.00 4300.00

Rs: 7425.0074.30

0.14 10.4084.70

Rs: 4121.01Rs: 0.00Rs: 7425.00

Total Rs: 11546.0114.00% Rs: 1616.44

100.00 sqm Rs: 13162.4525(A+B+C+D)/100.0 Rs. 131.60


UNIT : 100.00 sqm


kg 472.00 5.50 2596.00cum 1.32 425 561.00

TOTAL Rs: 3157.002.5% Rs: 78.93




0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 10.00 285.00 2850.00Day 1.00 275.00 275.00Day 20.00 215.00 4300.00

Rs: 7425.0074.30

0.14 10.4084.70

Rs: 3235.93Rs: 0.00Rs: 7425.00

Total Rs: 10660.9314.00% Rs: 1492.53

100.00 sqm Rs: 12153.455(A+B+C+D)/100.0 Rs. 121.50


UNIT : 100.00 sqm


kg 1050.00 5.50 5775.00cum 2.20 425 935.00

TOTAL Rs: 6710.002.5% Rs: 167.75



0.00 0.00 0.00


0.00 0.00 0.00Rs: 0.00


Day 15.00 285.00 4275.00Day 1.00 275.00 275.00Day 25.00 215.00 5375.00

Rs: 9925.0099.30

0.14 13.90113.20

Rs: 6877.75Rs: 0.00Rs: 9925.00

Total Rs: 16802.7514.00% Rs: 2352.39

100.00 sqm Rs: 19155.14(A+B+C+D)/100.0 Rs. 191.60


UNIT : 100.00 sqm


kg 788.00 5.50 4334.00cum 2.20 425 935.00

TOTAL Rs: 5269.002.5% Rs: 131.73



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00



Day 15.00 285.00 4275.00Day 1.00 275.00 275.00Day 25.00 215.00 5375.00

Rs: 9925.0099.30

0.14 13.90113.20

Rs: 5400.73Rs: 0.00Rs: 9925.00

Total Rs: 15325.7314.00% Rs: 2145.6

100.00 sqm Rs: 17471.325(A+B+C+D)/100.0 Rs. 174.70

(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)

UNIT : 10.00 sqm


kg 75.00 5.50 412.50cum 0.30 425 127.50sqm 10.50 227 2383.50


Rs: 2923.50


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00

roughly dressed burnt stone slabs for coping set in proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including



Day 1.00 260.00 260.00Day 1.00 260.00 260.00Day 0.50 275.00 137.50Day 2.00 215.00 430.00

Rs: 1087.50108.80

0.14 15.20124.00

Rs: 2923.50Rs: 0.00Rs: 1087.50

Total Rs: 4011.0014.00% Rs: 561.54

10.00 sqm Rs: 4572.54(A+B+C+D)/10.0 Rs. 457.30

CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including

(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm

UNIT : 10.00 sqm


kg 75.00 5.50 412.50cum 0.30 425 127.50sqm 10.50 227 2383.50


Rs: 2923.50


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00

one line dressed burnt stone slabs for coping set in



Day 1.00 260.00 260.00Day 4.00 285.00 1140.00Day 0.50 275.00 137.50Day 2.00 215.00 430.00

Rs: 1967.50196.80

0.14 27.60224.40

Rs: 2923.50Rs: 0.00Rs: 1967.50

Total Rs: 4891.0014.00% Rs: 684.74

10.00 sqm Rs: 5575.74(A+B+C+D)/10.0 Rs. 557.60

(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm

UNIT : 10.00 sqm


kg 75.00 5.50 412.50cum 0.30 425 127.50sqm 10.50 227 2383.50


Rs: 2923.50


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00

two line dressed burnt stone slabs for coping set in proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including



Day 1.00 260.00 260.00Day 8.00 285.00 2280.00Day 0.50 275.00 137.50Day 2.00 215.00 430.00

Rs: 3107.50310.80

0.14 43.50354.30

Rs: 2923.50Rs: 0.00Rs: 3107.50

Total Rs: 6031.0014.00% Rs: 844.34

10.00 sqm Rs: 6875.34(A+B+C+D)/10.0 Rs. 687.50



UNIT : 14.67 cum


kg 4401.00 5.50 24205.50kg 73.35 5.50 403.42

cum 7.63 1025.00 7819.11cum 4.11 750.00 3080.70cum 6.60 425 2805.64kg 17.60 54 950.62

sqm 80.69 197.64 15946.81sqm 1.00 33 33.00

Add seignorage charges on Stone @(Included in material rate) Rs: 0.00Add seignorage charges on Sand @ (Included in material rate) Rs: 0.00

Rs: 55244.80

( 28 days cube compressive strength not less than 15 N / down size approved clean, hard, graded





Rs: 1408.45




Rs: 13564.62924.70

0.14 129.501054.20

Rs: 55244.80Rs: 1408.45Rs: 13564.62

Total Rs: 70217.8714.00% Rs: 9830.5

14.67 cum Rs: 80048.37(A+B+C+D)/14.67 Rs. 5456.60

Providing and constructing protective railing consisting of in-situ railing posts of size 15 x15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 gradeconcrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos.of 8 mm dia main bars embedded in kerb concrete for a depth of 40 cm and 5 Nos. of 6 mmdia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primerand two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork,

UNIT : 10.00 Rm


kg 30.00 5.50 165.00cum 0.04 1025.00 41.00cum 0.02 750.00 15.00cum 0.04 425 17.00kg 16.39 41.00 671.99Rm 30.00 189 5670.00sqm 3.00 197.64 592.93LS 4.00 33 132.00

Add seignorage charges on Stone @ (Included in material rate) Rs: 0.00Add seignorage charges on Sand @(Included in material rate) Rs: 0.00

Rs: 7304.92


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00



Rs: 1012.50101.30

0.14 14.20115.50

Rs: 7304.92Rs: 0.00Rs: 1012.50

Total Rs: 8317.4214.00% Rs: 1164.44

10.00 Rm Rs: 9481.858529(A+B+C+D)/10.0 Rs. 948.20

proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,

(Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)

UNIT : 10.00 Joints


kg 99.00 5.50 544.50cum 0.10 425 42.50kg 0.91 60 54.60



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 2.00 260.00 520.00Day 1.00 275.00 275.00Day 3.00 215.00 645.00

Rs: 1440.00144.00

0.14 20.20164.20

Rs: 641.60Rs: 0.00Rs: 1440.00

Total Rs: 2081.6014.00% Rs: 291.42

10.00 Joints Rs: 2373.02(A+B+C+D)/10.0 Rs. 237.30

NP- 2 class or IRC standard hume pipes in CM 1 : 2




UNIT : 10.00 Joints


kg 174.00 5.50 957.00cum 0.22 425 93.50kg 1.27 60 76.20



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 2.00 260.00 520.00Day 1.00 275.00 275.00Day 3.00 215.00 645.00

Rs: 1440.00144.00

0.14 20.20164.20

Rs: 1126.70Rs: 0.00Rs: 1440.00

Total Rs: 2566.7014.00% Rs: 359.34

10.00 Joints Rs: 2926.04(A+B+C+D)/10.0 Rs. 292.60





UNIT : 10.00 Joints


kg 248.00 5.50 1364.00cum 0.25 425 106.25kg 2.20 60 132.00



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 2.50 260.00 650.00Day 1.00 275.00 275.00Day 4.00 215.00 860.00

Rs: 1785.00178.50

0.14 25.00203.50

Rs: 1602.25Rs: 0.00Rs: 1785.00

Total Rs: 3387.2514.00% Rs: 474.22

10.00 Joints Rs: 3861.47(A+B+C+D)/10.0 Rs. 386.10





UNIT : 10.00 Joints


kg 321.00 5.50 1765.50cum 0.31 425 131.75kg 2.50 60 150.00



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 2.50 260.00 650.00Day 1.00 275.00 275.00Day 4.00 215.00 860.00

Rs: 1785.00178.50

0.14 25.00203.50

Rs: 2047.25Rs: 0.00Rs: 1785.00

Total Rs: 3832.2514.00% Rs: 536.52

10.00 Joints Rs: 4368.77(A+B+C+D)/10.0 Rs. 436.90





UNIT : 10.00 Joints


kg 396.00 5.50 2178.00cum 0.39 425 165.75kg 3.10 60 186.00



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 3.00 260.00 780.00Day 1.00 275.00 275.00Day 5.00 215.00 1075.00

Rs: 2130.00213.00

0.14 29.80242.80

Rs: 2529.75Rs: 0.00Rs: 2130.00

Total Rs: 4659.7514.00% Rs: 652.37

10.00 Joints Rs: 5312.12(A+B+C+D)/10.0 Rs. 531.20





UNIT : 10.00 Joints


kg 446.00 5.50 2453.00cum 0.45 425 191.25kg 3.40 60 204.00



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 3.00 260.00 780.00Day 1.00 275.00 275.00Day 5.00 215.00 1075.00

Rs: 2130.00213.00

0.14 29.80242.80

Rs: 2848.25Rs: 0.00Rs: 2130.00

Total Rs: 4978.2514.00% Rs: 696.96

10.00 Joints Rs: 5675.21(A+B+C+D)/10.0 Rs. 567.50





UNIT : 10.00 Joints


kg 495.00 5.50 2722.50cum 0.50 425 212.50kg 3.77 60 226.20



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 3.00 260.00 780.00Day 1.00 275.00 275.00Day 6.00 215.00 1290.00

Rs: 2345.00234.50

0.14 32.80267.30

Rs: 3161.20Rs: 0.00Rs: 2345.00

Total Rs: 5506.2014.00% Rs: 770.87

10.00 Joints Rs: 6277.07(A+B+C+D)/10.0 Rs. 627.70



proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto


UNIT : 10.00 Joints


kg 569.00 5.50 3129.50cum 0.58 425 246.50kg 4.15 60 249.00



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 3.00 260.00 780.00Day 1.00 275.00 275.00Day 6.00 215.00 1290.00

Rs: 2345.00234.50

0.14 32.80267.30

Rs: 3625.00Rs: 0.00Rs: 2345.00

Total Rs: 5970.0014.00% Rs: 835.8

10.00 Joints Rs: 6805.8(A+B+C+D)/10.0 Rs. 680.60

class or IRC standard hume pipes in CM 1 : 2



UNIT : 10.00 Joints


kg 668.00 5.50 3674.00cum 0.69 425 293.25kg 4.53 60 271.80



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 4.00 260.00 1040.00Day 1.00 275.00 275.00Day 7.00 215.00 1505.00

Rs: 2820.00282.00

0.14 39.50321.50

Rs: 4239.05Rs: 0.00Rs: 2820.00

Total Rs: 7059.0514.00% Rs: 988.27

10.00 Joints Rs: 8047.32(A+B+C+D)/10.0 Rs. 804.70



including cost of all materials, machinery, labour, watering, ramming etc., complete with initial

UNIT : 10.00 cum


cum 10.00 265 2650.00cum 4.00 325 1300.00


Rs: 3950.00


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 0.50 275.00 137.50Day 1.00 260.00 260.00Day 4.00 215.00 860.00

Rs: 1257.50125.80

0.14 17.60143.40

Rs: 3950.00Rs: 0.00Rs: 1257.50

Total Rs: 5207.5014.00% Rs: 729.05

10.00 cum Rs: 5936.55(A+B+C+D)/10.0 Rs. 593.70

behind abutment and return walls in layers

including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by earth

UNIT : 10.00 cum


cum 12.00 80 960.000.00 0.00 0.00



0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 0.50 305.00 152.50Day 0.50 275.00 137.50Day 6.00 215.00 1290.00

Rs: 1580.00158.00

0.14 22.10180.10

Rs: 960.00Rs: 0.00Rs: 1580.00

Total Rs: 2540.0014.00% Rs: 355.6

10.00 cum Rs: 2895.6(A+B+C+D)/10.0 Rs. 289.60

including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power

( CNS soil ) for foundation or around pipes

density control of not less than 95 percent etc., complete with lead

( CNS soil ) for foundation or above pipes

density control of not less than 98 percent etc., complete with lead upto

UNIT : 10.00 cum


cum 12.00 80 960.000.00 0.00 0.00



Hour 0.17 151.50 25.85Hour 0.17 556.90 95.03

Rs: 120.89


Hour 0.17 136.00 23.21Day 0.50 305.00 152.50Day 0.50 275.00 137.50Day 1.50 215.00 322.50

Rs: 635.7163.60

0.14 8.9072.50

Rs: 960.00Rs: 120.89Rs: 635.71

Total Rs: 1716.6014.00% Rs: 240.32

10.00 cum Rs: 1956.91556314(A+B+C+D)/10.0 Rs. 195.70


111x35x25 cm thick IRC standard kilometre stone in down size aggregates including excavating pit of


UNIT : 4 Nos.


No. 4.00 340 1360.00cum 0.20 975.00 195.00cum 0.15 1025.00 153.75cum 0.10 750.00 75.00cum 0.20 425 85.00kg 100.00 5.50 550.00ltr 1.00 184.00 184.00LS 4.00 33 132.00

(Included in material ra Rs: 0.00(Included in material ra Rs: 0.00(Included in material ra Rs: 0.00

Rs: 2734.75


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 1.00 260.00 260.00Day 1.00 275.00 275.00Day 1.00 215.00 215.00Day 1.00 300.00 300.00

Rs: 1050.00262.50

0.14 36.80299.30

Rs: 2734.75Rs: 0.00Rs: 1050.00

Total Rs: 3784.7514.00% Rs: 529.87

4.00 Nos. Rs: 4314.62(A+B+C+D)/4.0 Rs. 1078.70

size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic

65x15x10 cm thick IRC standard hectometre stone in down size aggregates including excavating pit of

enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost

UNIT : 4 Nos.


No. 4.00 180 720.00cum 0.20 975.00 195.00cum 0.15 1025.00 153.75cum 0.10 750.00 75.00cum 0.20 425 85.00kg 100.00 5.50 550.00ltr 0.40 184.00 73.60LS 1.00 33 33.00

(Included in material ra Rs: 0.00(Included in material ra Rs: 0.00(Included in material ra Rs: 0.00

Rs: 1885.35


0.00 0.00 0.000.00 0.00 0.00

Rs: 0.00


Day 1.00 260.00 260.00Day 1.00 275.00 275.00Day 1.00 215.00 215.00Day 0.50 300.00 150.00

Rs: 900.00225.00

0.14 31.50256.50

Rs: 1885.35Rs: 0.00Rs: 900.00

Total Rs: 2785.3514.00% Rs: 389.95

4.00 Nos. Rs: 3175.3(A+B+C+D)/4.0 Rs. 793.80


Book 1

Documents

Transcript of Book 1