Data Rates Tunnel Works 3
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8/13/2019 Data Rates Tunnel Works 3
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TUNNEL AND ALLIED WORKS
Add for Ele sub-station / Demand charges @ 4.20% Rs: 600.94
Add for other enabling works @ 1.70% Rs: 243.24
Total Rs: 15495.57
Add for 1 km rehandling lead charges :
For steel 155 kg @ Rs: 129.10 / tonne Rs: 20.01
Total cost for 20.00 Rm Rs: 15515.58
Rate per Rm Rs: 776.00
Rate approved per Rm Rs: 776.00
SECTION: TUNNEL AND ALLIED WORKS. YEAR: 2010-11 ITEM No: 10
ITEM: Providing and fixing 25 mm diameter steel rock bolts with resin bond cement capsule
anchorageincluding drilling 35 mm dia holes, inserting grout capsule, driving bolt,fixing 10 mm
thick plate washers and nuts and tightening the same by torque wrench after hardening of
cement grout, cost of all materials, machinery, labour, ventilation, lighting, drainage and other
ancillary operations etc., complete with lead upto 1 km and all lifts.
DATA:Diameter of ribbed steel rock bolt : 25 mm
Length of rock bolt including threaded portion : 2.15 m
Plate washers 200 x 200 x 10 mm thick : 2 Nos.
Resin bond cement grout capsule : 1 No.
M S Nuts for bolts : 2 Nos.
Diameter of hole for fixing rock bolt : 35 mm
Depth of hole for fixing rock bolt : 2.00 m
Conside 10 bolts for analysis.
Length of rock bolt excluding threaded portion for 10 bolts : 20.00 m
Consider 20 m length of rock bolting for rate analysis.
Quantity of drilling for 10 bolts : 20 m
Rate of drilling for rock bolts including shifting : 4 m / hr
Time for drilling 20 m with 4 jack hammers ( 20 / 4 / 4 ) say : 1.5 hour
1. Requirement of materials :
Quantity of 25 mm dia bars for 10 bolts with 2.5 % wastage
( 10 x 2.15 x 3.85 x 1.025 ) : 85 kg
Quantity of washer for 10 bolts with 2.5 % wastage
( 10 x 2 x 0.2 x 0.2 x 78.5 x 1.025 ) : 64.5 kg
Quantity of nuts for 10 bolts ( 10 x 2 x 0.2 ) : 4 kg
Quantity of grout capsule for 10 bolts ( 10 x 1 ) : 10 Nos
2. Requirement of machinery :
Deploy 1 Air compressor 15 cmm for 1.5 hours with 50 minutes per hour working.
Deploy 4 Jack hammers / Stooper drills for 1.5 hours with 50 minutes per hour working.
Deploy Drilling jumbo for 4 hours including fixing bolts.
Deploy 10 hp pump for 1.5 hour for pumping water to storage tank.
3. Requirement of workforce ( other than machinery crew ) :Gas cutter for preparing washers and wedges : 0.5 No.
Turner for threading bolts : 1 No.
Hammerman : 0.5 No.
Fitter for fixing bolts : 0.5 No.
Khalasis 2 Nos for 0.5 day : 1 No.
Heavy mazdoor for assisting in cutting / fabrication / fixing : 2 Nos.
4. Re-handling lead for materials:
As rock bolts are stored outside tunnel and are to be conveyed inside tunnel after fabrication at
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workshop re-handling lead of 1 km is considered.
5. Use rate of materials :
Cost of drill rod 2.5 m long @ Rs: 5660.00 / No. Rs: 5660.00
Life of drill rod with reconditioning : 150 m
Use rate of drill rod per m drilling ( cost / life ) Rs: 37.73
Cost of air hose 25 m / jack hammer Rs: 150.00 / Rm Rs: 3750.00
Life of air hose : 800 hours
Use rate of air hose per hour ( cost / life ) Rs: 4.69
Cost of water hose 25m/jack hammer Rs: 128.00 / Rm Rs: 3200.00
Life of water hose : 800 hours
Use rate of water hose per hour ( cost / life ) Rs: 4.00
RATE ANALYSIS UNIT : 20.00 Rm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Rein.Steel with 2.5 % wastage kg 85.00 36.20 3077.00
2 Steel plate for washers kg 64.50 40.00 2580.00
Contd
A. MATERIALS ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
3 Resin bond cement grout capsule Nos. 10.00 50.00 500.00
4 M S Nuts for bolts kg 4.00 55.00 220.00
5 Use rate of drill rod Rm 20.00 37.73 754.67
Reconditioning charges @ 10% 75.47
6 Use rate of air hose 4 Nos Hour 6.00 4.69 28.13
7 Use rate of water hose 4 Nos Hour 6.00 4.00 24.00
8 Sundries(gas for cutting etc) LS 5.00 30.00 150.00
Total Rs: 7409.26
Add for small Tools and Plants @ 1% Rs: 74.09
Add for Contractor's Profit @ 10% Rs: 740.93
Add for Contractor's Overheads @ 5% Rs: 370.46
Total cost of Materials : Rs: 8594.74
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Air compressor 15 cmm ( ele ) Hour 1.50 108.00 162.00
Fuel / Energy charges Hour 1.50 627.00 940.50
2 Pump 10 hp ( ele ) Hour 1.50 5.00 7.50
Fuel / Energy charges Hour 1.50 50.00 75.003 Jack hammer Hour 6.00 14.00 84.00
Fuel / Energy charges Hour 6.00 5.00 30.00
4 Pusher leg Hour 6.00 8.00 48.00
Fuel / Energy charges Hour 6.00 3.00 18.00
5 Drilling jumbo Hour 4.00 322.00 1288.00
Fuel / Energy charges Hour 4.00 30.00 120.00
6 Sundries ( lathe, etc ) LS 7.50 30.00 225.00
Total Rs: 2998.00
Description
Perticulars
in Rs.
Quantity Rate
in Rs.
Quantity Rate
Perticulars Quantity Rate
in Rs.
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Add for small Tools and Plants @ 1% Rs: 29.98
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 140.85
Add for Contractor's Overheads @ 5% Rs: 149.90
Total hire charges of Machinery : Rs: 3318.73
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Air compressor Hour 1.50 60.10 90.15
2 Crew for pump Hour 1.50 26.90 40.35
3 Crew for Jack hammer Hour 6.00 111.90 671.40
4 Crew for Drilling jumbo Hour 4.00 60.50 242.00
5 Fitter Day 0.50 157.50 78.75
6 Gas cutter Day 0.50 157.50 78.75
7 Turner Day 1.00 157.50 157.50
8 Khalasi ( 2 x 0.5 ) Day 1.00 145.50 145.50
Contd
C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
9 Hammerman Day 0.50 146.00 73.00
10 Heavy mazdoor Day 2.00 132.00 264.00
Total Rs: 1841.40
Add for small Tools and Plants @ 1% Rs: 18.41
Add for Contractor's Profit @ 10% Rs: 184.14
Add for hidden cost on Labour @ 15% Rs: 276.21
Add for additional hidden cost on labour @ 10% Rs: 184.14
Add for Contractor's Overheads @ 5% Rs: 92.07
Total cost of Labour : Rs: 2596.37
ABSTRACT:
A. Cost of Materials Rs: 8594.74
B. Hire charges of Machinery Rs: 3318.73
C. Cost of Labour Rs: 2596.37
TOTAL Rs: 14509.84
Add for Air and Water line @ 0.50% Rs: 72.55
Add for Ventilation @ 0.00% Rs: 0.00
Add for Lighting @ 1.90% Rs: 275.69
Add for Ele sub-station / Demand charges @ 4.20% Rs: 609.41
Add for other enabling works @ 1.70% Rs: 246.67
Total Rs: 15714.16Add for 1 km rehandling lead charges :
For steel 150 kg @ Rs: 129.10 / tonne Rs: 19.37
Total cost for 20.00 Rm Rs: 15733.53
Rate per Rm Rs: 787.00
Rate approved per Rm Rs: 787.00
SECTION: TUNNEL AND ALLIED WORKS. YEAR: 2010-11 ITEM No: 11
Description Quantity Rate
in Rs.
Description Quantity Rate
in Rs.
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ITEM: Providing, fabricating and fixing in position permanent structural steel supportsas per details
including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting,
ventilation, drainage and all other ancillary operations etc., complete with initial lead upto
1 km and all lifts.
DATA:Clear diameter of tunnel : 4.50 m
Assuming 300 mm thick concrete lining and about 25 cm extra excavation for fixing permanent
structural steel supports and further 20 cm pay line margin the over all width of tunnel for
excavation will be 6.00 m.
Permanent steel supports are generally provided in the form of quarter / half / full rib depending
on the condition of rock and mode of excavation and size of sections. For the purpose of rate
analysis quarter arch rib fabrication is considered.
Generally, the depth of rib will be considered at 25 mm per metre width of tunnel and the
spacing of ribs depends on the condition of strata to be supported. Average spacing of 5 times
the depth of rib ( generally 2 ribs per blast ) is considered for analysis.
For 6 m wide tunnel the depth of rib required will be 150 mm.
Further, to provide adiquate bearing for lagging sectoins wide flanged structural steel beams are
considered for tunnel supporting ribs.
Arch rib
Rib joint
Tie rod
Vertical support
TYPICAL SKETCH SHOWING TUNNEL SUPPORTS
Consider ISWB 150 x 100 sections @ 0.75 m c / c.
Consider 10 mm plate for fabrication of end plates.
Consider 25 mm dia bars for anchorage and tie rods with washers and nuts @ 1 m c/c.
Arch ribs 4 Nos of 2.25 m length each @ 17 kg / m : 154.00 kg
Vertical ribs 2 Nos of 2.75 m length each @ 17 kg / m : 94.00 kg
End plates 12 Nos 0.2 x 0.2 m each @ 78.5 kg / sqm : 38.00 kg
Tie rods 14 Nos 25 mm dia 0.9 m length @ 3.85 kg / m : 49.00 kg
Bolts / Nuts / Washers for connections : 15.00 kg
Total weight / set of support excluding wastage say : 350.00 kg
Assuming requirement of 2 supports per blast length of 1.5 m and considering 4 hours time forerection of each support, the time required for erection of 1.00 tonne steel supports will be
( 1000 x 4 / 350 ) say : 11.5 hours
1. Requirement of materials :
For 1 tonne of permanent supports requirement of materials is considered as under including
wastage in cutting and fabrication at 2.5 percent.
ISWB 150 sections for ribs ( 248 x 1000 x 1.025 / 350 ) : 726 kg
10 mm thick plates for end connections ( 38 x 1000 x 1.025 / 350 ) : 111 kg
25 mm dia bars for anchors and tie rods ( 49 x 1000 x 1.025 / 350 ) : 144 kg
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Bolts / Nuts / Washers for fitting ( 15 x 1000 x 1.025 / 350 ) : 44 kg
Total : 1025 kg
Length of welding for 1 t supports : 8.4 m
No.of welding electrodes for 8.4 m welding for support @ 10 / Rm. : 84 Nos.
Oxygen gas for cutting sections : 2.4 cum
Acetylene gas for cutting sections : 0.8 cum
2. Requirement of machinery :
Deploy bending machine for 8 hours for bending arch ribs.
Deploy welding machine for 16 hours for welding end plates.
Deploy drilling jumbo for 12 hours for erection of 1 tonne supports.
Deploy up-right drilling machine for 8 hours for drilling holes in end plates.
Deploy grinding machine for 2 hours for finishing end plates.
3. Requirement of workforce ( other than machinery crew ) :
For cutting & preparing sections:
Structural steel Marker : 1 No.
Gas cutter : 2 Nos.
Fitter : 2 Nos.
Turner : 1 No.
Khalasi : 4 Nos.
Helper fabrication : 4 Nos.
For welding sections:
Welder : 2 Nos.
Helper fabrication : 4 Nos.
Khalasi : 4 Nos.
For erection of supports:
Foreman : 1 No.
Structural steel Erector : 2 Nos.
Helper erector : 4 Nos.
Khalasi : 4 Nos.
4. Re-handling lead for materials:
As structural steel sections are stored outside tunnel and are to be conveyed inside tunnel after
fabrication at workshop re-handling lead of 1 km is considered.
RATE ANALYSIS UNIT : 1.00 tonne
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Structural steel beams kg 726.00 37.95 27551.70
2 Structural steel plates kg 111.00 40.00 4440.00
3 Steel bars for tie rods & anchors kg 144.00 37.95 5464.80
4 For cutting sections:
Oxygen gas @ 2.4 cum / t cum 2.40 48.00 115.20
Acetylene gas @ 0.8 cum / t cum 0.80 258.00 206.405 For welding sections:
Electrodes 4x450 mm @ 84 Nos / t Nos. 84.00 6.00 504.00
6 For field connections:
M.S.Bolts / Nuts & Washers kg 44.00 55.00 2420.00
7 Sundries (welding holder/cutting torch) LS 15.00 30.00 450.00
Total Rs: 41152.10
Add for small Tools and Plants @ 1% Rs: 411.52
Add for Contractor's Profit @ 10% Rs: 4115.21
Perticulars
in Rs.
Quantity Rate
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Add for Contractor's Overheads @ 5% Rs: 2057.61
Total cost of Materials : Rs: 47736.44
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Bending machine Hour 8.00 39.00 312.00
Fuel / Energy charges Hour 8.00 75.00 600.00
2 Welding transformer Hour 16.00 12.00 192.00
Fuel / Energy charges Hour 16.00 60.00 960.00
3 Drilling Jumbo Hour 12.00 322.00 3864.00
Fuel / Energy charges Hour 12.00 30.00 360.00
4 Up-right drilling machine Hour 8.00 18.00 144.00
Fuel / Energy charges Hour 8.00 25.00 200.00
Contd
B. MACHINERY ( Contd ) :Sl No Unit Amount
in Rs.
Contd
5 Grinding machine Hour 2.00 18.00 36.00
Fuel / Energy charges Hour 2.00 25.00 50.00
6 Sundries ( lathe for threading etc ) LS 20.00 30.00 600.00
Total Rs: 7318.00
Add for small Tools and Plants @ 1% Rs: 73.18
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 252.00
Add for Contractor's Overheads @ 5% Rs: 365.90
Total hire charges of Machinery : Rs: 8009.08
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Drilling Jumbo Hour 12.00 60.50 726.00
2 Crew for Bending machine Hour 8.00 45.90 367.20
3 Crew for Drilling machine Hour 8.00 59.50 476.00
4 Crew for Grinding machine Hour 2.00 59.50 119.00
5 For cutting & preparing sections:
Structural steel Marker Day 1.00 157.50 157.50
Gas cutter Day 2.00 157.50 315.00
Fitter Day 2.00 157.50 315.00
Turner Day 1.00 152.50 152.50
Khalasi Day 4.00 145.50 582.00
Helper fabrication Day 4.00 141.50 566.00
6 For welding sections:Welder Day 2.00 157.50 315.00
Helper fabrication Day 4.00 141.50 566.00
Khalasi Day 4.00 145.50 582.00
7 For erection of supports:
Foreman Day 1.00 177.00 177.00
Structural steel Erector Day 2.00 157.50 315.00
Helper erector Day 4.00 141.50 566.00
Khalasi Day 4.00 145.50 582.00
Description
Description
Description
in Rs.
Quantity Rate
Quantity Rate
in Rs.
Quantity Rate
in Rs.
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Total Rs: 6879.20
Add for small Tools and Plants @ 1% Rs: 68.79
Add for Contractor's Profit @ 10% Rs: 687.92
Add for hidden cost on Labour @ 15% Rs: 1031.88
Add for additional hidden cost on labour @ 10% Rs: 687.92
Add for Contractor's Overheads @ 5% Rs: 343.96
Total cost of Labour : Rs: 9699.67
ABSTRACT:
A. Cost of Materials Rs: 47736.44
B. Hire charges of Machinery Rs: 8009.08
C. Cost of Labour Rs: 9699.67
TOTAL Rs: 65445.19
Add for Air and Water line @ 0.50% Rs: 327.23
Add for Ventilation @ 0.00% Rs: 0.00Add for Lighting @ 1.90% Rs: 1243.46
Add for Ele sub-station / Demand charges @ 4.20% Rs: 2748.70
Add for other enabling works @ 1.70% Rs: 1112.57
Total Rs: 70877.14
Add for 1 km rehandling lead charges :
For steel 1000 kg @ Rs: 129.10 / tonne Rs: 129.10
Total cost for 1.00 tonne Rs: 71006.24
Rate per tonne Rs: 71010.00
Rate approved per tonne Rs: 71010.00
SECTION: TUNNEL AND ALLIED WORKS. YEAR: 2010-11 ITEM No: 12
ITEM: Providing, fabricating and fixing in positiontemperary structural steel supportsas per details
and dismantling the same before concreting including cost of all materials, machinery, labour,
cutting, bending, welding, grinding, ventilation, lighting, drainage and all other ancillary
operations etc.,complete with initial lead upto 1 km and all lifts.
DATA:As the temperary supports are dismantled before concreting and reused else where the cost of
materials including fabrication will be per use of supports.
As per the data under Item-11 consider 1 tonne suppots for analysis.
Consider 20 uses for support materials.
1. Requirement of materials :
Requirement of materials for supports per tonne : Same as in item- 11
Structural beams : 726 kg
Structural plates : 111 kg
Tie rods and anchors : 144 kg
MS bolts / nuts / washers : 44 kgOxygen gas per tonne fabrication : 2.40 cum
Acetylene gas per tonne fabrication : 0.80 cum
Welding electrodes per tonne fabrication : 84 Numbers
2. Requirement of machinery :
Requirement of machinery for supports per tonne : Same as in item- 11 except drilling jumbo.
For 20 uses of supports the drilling jumbo will be used for 16 hours each time ( 12 hours for
erection of supports and 4 hours for dismantling the bolted supports ).
Bending machine : 8 hours
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Welding transformer : 16 hours
Up-right drilling machine : 8 hours
Grinding machine : 2 hours
Drilling jumbo ( for each use 12 hrs for erection & 4 hrs for dismantling ) : 16 hours
3. Requirement of workforce ( other than machinery crew ) :
Requirement of labour for supports per tonne : Same as in item- 11 except for erection and
dismantling of supports. For erection and dismantling the requirement of labour will be for each
use of supports.
Labour charges for dismantling : @ 50 percent of labour charges for erection.
4. Re-handling lead for materials:
As structural steel sections are stored outside tunnel and are to be conveyed inside tunnel after
fabrication at workshop re-handling lead of 1 km is considered.
RATE ANALYSIS UNIT : 1.00 tonne
A. MATERIALS ( for 20 uses ) :
Sl No Unit Amountin Rs.
1 Structural steel beams kg 726.00 37.95 27551.70
2 Structural steel plates kg 111.00 40.00 4440.00
3 Tie rods & anchors kg 144.00 37.95 5464.80
4 For cutting sections:
Oxygen gas @ 2.40 cum / t cum 2.40 48.00 115.20
Acetylene @ 0.8 cum / t cum 0.80 258.00 206.40
5 For welding sections:
Electrodes 4x450 mm @ 84 Nos / t Nos. 84.00 6.00 504.00
6 For field connections:
M.S.Bolts / Nuts / Washers kg 44.00 55.00 2420.00
7 Sundries (welding holder/cutting torch) LS 15.00 30.00 450.00
Total Rs: 41152.10
Add for small Tools and Plants @ 1% Rs: 411.52
Add for Contractor's Profit @ 10% Rs: 4115.21
Add for Contractor's Overheads @ 5% Rs: 2057.61
Total cost of Materials for 20 uses of supports : Rs: 47736.44
Cost per use considering 20 uses : Rs: 2386.82
B. MACHINERY ( for fabrication ) :
Sl No Unit Amount
in Rs.
1 Bending machine Hour 8.00 39.00 312.00
Fuel / Energy charges Hour 8.00 75.00 600.00
2 Welding transformer Hour 16.00 12.00 192.00
Fuel / Energy charges Hour 16.00 60.00 960.00
4 Up-right drilling machine Hour 8.00 18.00 144.00Fuel / Energy charges Hour 8.00 25.00 200.00
5 Grinding machine Hour 2.00 18.00 36.00
Fuel / Energy charges Hour 2.00 25.00 50.00
6 Sundries ( lathe for threading etc ) LS 20.00 30.00 600.00
Total Rs: 3094.00
Add for small Tools and Plants @ 1% Rs: 30.94
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 216.00
Add for Contractor's Overheads @ 5% Rs: 154.70
Description
Perticulars
Quantity Rate
in Rs.
in Rs.Quantity Rate
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Total hire charges of Machinery : Rs: 3495.64
Cost per use considering 20 uses : Rs: 174.78
C. MACHINERY ( for erection and dismantling ) :
Sl No Unit Amount
in Rs.
1 Drilling Jumbo Hour 16.00 322.00 5152.00
Fuel / Energy charges Hour 16.00 30.00 480.00
2 Sundries LS 2.00 30.00 60.00
Total Rs: 5692.00
Add for small Tools and Plants @ 1% Rs: 56.92
Contd
C. MACHINERY ( for erection and dismantling ) ( Contd ) :
Sl No Unit Amount
in Rs.
ContdAdd for Contractor's Profit on DPOL / Energy @ 10% Rs: 54.00
Add for Contractor's Overheads @ 5% Rs: 284.60
Total hire charges of Machinery : Rs: 6087.52
D. LABOUR ( for fabrication ):
Sl No Unit Amount
in Rs.
1 Crew for Bending machine Hour 8.00 45.90 367.20
2 Crew for Drilling machine Hour 8.00 59.50 476.00
3 Crew for Grinding machine Hour 2.00 59.50 119.00
4 For cutting & preparing sections:
Structural steel Marker Day 1.00 157.50 157.50
Gas cutter Day 2.00 157.50 315.00
Fitter Day 2.00 157.50 315.00
Turner Day 1.00 152.50 152.50
Khalasi Day 4.00 145.50 582.00
Helper fabrication Day 4.00 141.50 566.00
5 For welding sections:
Welder Day 2.00 157.50 315.00
Helper fabrication Day 4.00 141.50 566.00
Khalasi Day 4.00 145.50 582.00
Total Rs: 4513.20
Add for small Tools and Plants @ 1% Rs: 45.13
Add for Contractor's Profit @ 10% Rs: 451.32
Add for hidden cost on Labour @ 15% Rs: 676.98
Add for additional hidden cost on labour @ 10% Rs: 451.32
Add for Contractor's Overheads @ 5% Rs: 225.66Total cost of Labour : Rs: 6363.61
Cost per use considering 20 uses : Rs: 318.18
E. LABOUR ( for erection and dismantling ):
Sl No Unit Amount
in Rs.
1 Crew for Drilling jumbo Hour 16.00 60.50 968.00
2 For erection of supports:
Description
Description
Description
in Rs.
Quantity Rate
in Rs.
in Rs.
Description Quantity Rate
Quantity Rate
in Rs.
Quantity Rate
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Foreman Day 1.00 177.00 177.00
Structural steel Erector Day 2.00 157.50 315.00
Helper erector Day 4.00 141.50 566.00
Khalasi Day 4.00 145.50 582.00
3 For dismantling of supports:
Foreman Day 0.50 177.00 88.50
Structural steel Erector Day 1.00 157.50 157.50
Helper erector Day 2.00 141.50 283.00
Khalasi Day 2.00 145.50 291.00
Total Rs: 3428.00
Contd
E. LABOUR ( for erection and dismantling ) ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
Add for small Tools and Plants @ 1% Rs: 34.28Add for Contractor's Profit @ 10% Rs: 342.80
Add for hidden cost on Labour @ 15% Rs: 514.20
Add for additional hidden cost on labour @ 10% Rs: 342.80
Add for Contractor's Overheads @ 5% Rs: 171.40
Total cost of Labour : Rs: 4833.48
ABSTRACT:
A. Cost of Materials Rs: 2386.82
B. Hire charges of Machinery for fabrication Rs: 174.78
C. Hire charges of Machinery for erection and dismantling Rs: 6087.52
D. Cost of Labour for fabrication Rs: 318.18
E. Cost of Labour for erection and dismantling Rs: 4833.48
TOTAL Rs: 13800.78
Add for Air and Water line @ 0.50% Rs: 69.00
Add for Ventilation @ 0.00% Rs: 0.00
Add for Lighting @ 1.90% Rs: 262.21
Add for Ele sub-station / Demand charges @ 4.20% Rs: 579.63
Add for other enabling works @ 1.70% Rs: 234.61
Total Rs: 14946.25
Add for 1 km rehandling lead charges ( 2 times ) :
For steel 1.00 t for erection @ Rs: 129.10 / tonne Rs: 129.10
For steel 1.00 t after dismantling @ Rs: 129.10 / tonne Rs: 129.10
Total cost for 1.00 tonne Rs: 15204.45
Rate per tonne Rs: 15200.00
Rate approved per tonne Rs: 15200.00
SECTION: TUNNEL AND ALLIED WORKS. YEAR: 2010-11 ITEM No: 13
ITEM: Providing and fixinghard variety cut jungle wood for lagging / blocking locations in tunnel
wherever required including cost of all materials, machinery, labour, fixing in position, lighting,
ventilation, drainage etc complete with all leads and lifts.
DATA:Generally 50 to 65 mm thick cut jungle wood planks are placed behind supports as lagging /
blocking to prevent loosening and over falling of weak / highly jointed rock formations during
daily blasting for excavation of tunnel.
Description Quantity Rate
in Rs.
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20 to 25 sqm area can be covered by 1 cum of cut jungle wood sections.
Consider 1 cum cut jungle wood sections for lagging.
Consider 4.5 percent extra cut jungle wood sections for wedges / wastage etc.
1. Requirement of materials :
Cut jungle wood ( 1 x 1.045 ) : 1.045 cum
2. Requirement of machinery :
Deploy drilling jumbo for 2 hours for fixing laggings.
3. Requirement of workforce ( other than machinery crew ) :
Carpenter Cl - II : 1 No.
Helper carpenter : 1 No.
Heavy mazdoor : 1 No.
RATE ANALYSIS UNIT: 1.00 cumA. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cut jungle wood cum 1.045 19000.00 19855.00
2 Sundries LS 2.00 30.00 60.00
Total Rs: 19915.00
Add for small Tools and Plants @ 1% Rs: 199.15
Add for Contractor's Profit @ 10% Rs: 1991.50
Add for Contractor's Overheads @ 5% Rs: 995.75
Total cost of Materials : Rs: 23101.40
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Drilling jumbo Hour 2.00 322.00 644.00
Fuel / Energy charges Hour 2.00 30.00 60.00
2 Sundries LS 2.00 30.00 60.00
Total Rs: 764.00
Add for small Tools and Plants @ 1% Rs: 7.64
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 12.00
Add for Contractor's Overheads @ 5% Rs: 38.20
Total hire charges of Machinery : Rs: 821.84
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Drilling jumbo Hour 2.00 60.50 121.002 Carpenter Cl II Day 1.00 148.50 148.50
3 Helper carpenter Day 1.00 141.50 141.50
4 Heavy mazdoor Day 1.00 132.00 132.00
Total Rs: 543.00
Add for small Tools and Plants @ 1% Rs: 5.43
Add for Contractor's Profit @ 10% Rs: 54.30
Add for hidden cost on Labour @ 15% Rs: 81.45
Add for additional hidden cost on labour @ 10% Rs: 54.30
Perticulars
Description
Description
Quantity Rate
in Rs.
in Rs.
Quantity Rate
in Rs.
Quantity Rate
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Add for Contractor's Overheads @ 5% Rs: 27.15
Total cost of Labour : Rs: 765.63
ABSTRACT:
A. Cost of Materials Rs: 23101.40
B. Hire charges of Machinery Rs: 821.84
C. Cost of Labour Rs: 765.63
TOTAL Rs: 24688.87
Add for Air and Water line @ 0.50% Rs: 123.44
Add for Ventilation @ 0.00% Rs: 0.00
Add for Lighting @ 1.90% Rs: 469.09
Add for Ele sub-station / Demand charges @ 4.20% Rs: 1036.93
Add for other enabling works @ 1.70% Rs: 419.71
Total cost for 1.00 cum Rs: 26738.05
Rate per cum Rs: 26740.00Rate approved per cum Rs: 26740.00
SECTION: TUNNEL AND ALLIED WORKS. YEAR: 2010-11 ITEM No: 14
ITEM: Providing and constructing un-coursed rubble stone masonry with approved stones from
tunnel excavated muck in cement mortar 1 : 6 proportion for backfilling over cuts / slips on
tunnel sides due to geological faults etc., including cost of all materials, machinery, labour,
cleaning,scaffolding, packing mortar, wedging stone chips, curing, ventilation, lighting, drainage
complete with lead upto 1 km and all lifts.
Note: Rubble stones and stone chips shall be issued at dump yard at specified issue rates.
DATA:For 1 cum masonry :- Rubble stones : 0.83 cum Stone chips : 0.13 cum.
Sand : 0.40 cum. Cement : 95 kg. Wastage : 1 % for cement & 2 % for stones & sand.
Cement mortar preparation : Manual
Output of 1 Mason Cl-I and 2 Mason Cl-II assumed @ : 10 cum / day
Consider 10 cum rubble stone masonry for rate analysis.
1. Requirement of materials :
Rubble stones ( 10 x 0.83 x 1.02 ) : 8.50 cum
Stone chips ( 10 x 0.13 x 1.02 ) : 1.30 cum
Cement ( 10 x 95 x 1.01 ) : 960 kg
Sand ( screened ) ( 10 x 0.4 x 1.02 ) : 4.10 cum
2. Requirement of machinery :
Manual mixing of mortar is assumed.
Deploy 10 hp pump for 1 hour for water required for mortar mixing and curing.
3. Requirement of workforce ( other than machinery crew ) :Maistry : 1 No.
Mason Cl-I : 1 No.
Mason Cl-II : 2 Nos.
Heavy mazdoor
for sorting out rubble in dump yard : 2 Nos.
for supplying rubble to masons : 4 Nos.
for preparing mortar : 2 Nos.
for loading mortar pans : 2 Nos.
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for laying & packing mortar : 4 Nos.
Light mazdoor
for conveying mortar / stone chips : 5 Nos.
for cleaning / curing : 2 Nos.
4. Re-handling lead for materials:
As cement / sand / rubble / stone chips stored / stacked outside tunnel and are to be conveyed
to the work spot inside tunnel re-handling lead of 1 km is considered.
RATE ANALYSIS UNIT: 10.00 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement kg 960.00 4.00 3840.00
2 Rubble stones ( at dump yard ) cum 8.50 135.00 1147.50
3 Stone chips ( at dump yard ) cum 1.30 160.00 208.00
4 Sand ( screened ) cum 4.10 199.00 815.90Total Rs: 6011.40
Add for small Tools and Plants @ 1% Rs: 60.11
Add for Contractor's Profit @ 10% Rs: 601.14
Add for Contractor's Overheads @ 5% Rs: 300.57
Add for scaffolding @ 2.5% Rs: 150.29
Add Royalty charges on Rubble @ ( Included in material rate ) Rs: 0.00
Add Royalty charges on Sand @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 7123.51
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 10 hp pump ( ele ) Hour 1.00 5.00 5.00
Fuel / energy charges Hour 1.00 50.00 50.00
2 Sundries LS 2.00 30.00 60.00
Total Rs: 115.00
Add for small Tools and Plants @ 1% Rs: 1.15
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 11.00
Add for Contractor's Overheads @ 5% Rs: 5.75
Total hire charges of Machinery : Rs: 132.90
C. LABOUR:
Sl No Unit Amount
in Rs.
2 Crew for Pump Hour 1.00 26.90 26.90
3 Maistry Day 1.00 141.50 141.50
4 Mason Class-I Day 1.00 159.00 159.005 Mason Class-II Day 2.00 148.50 297.00
6 Heavy mazdoor
for sorting out rubble in dump yard Day 2.00 132.00 264.00
for conveying rubble Day 4.00 132.00 528.00
for preparing mortar Day 2.00 132.00 264.00
for loading mortar pans Day 2.00 132.00 264.00
for laying & packing mortar Day 4.00 132.00 528.00
7 Light mazdoor
Description
Description
Perticulars
in Rs.
Quantity Rate
in Rs.
Quantity Rate
Quantity Rate
in Rs.
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for cleaning / curing Day 2.00 130.50 261.00
for conveying mortar / chips Day 5.00 130.50 652.50
Total Rs: 3385.90
Add for small Tools and Plants @ 1% Rs: 33.86
Add for Contractor's Profit @ 10% Rs: 338.59
Add for hidden cost on Labour @ 15% Rs: 507.89
Contd
C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
Add for additional hidden cost on labour @ 10% Rs: 338.59
Add for Contractor's Overheads @ 5% Rs: 169.30
Add for labour for scaffolding @ 2.50% Rs: 84.65
Total cost of Labour : Rs: 4858.77
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 7123.51
B. Hire charges of Machinery Rs: 132.90
C. Cost of Labour Rs: 4858.77
TOTAL Rs: 12115.18
Add for Air and Water line @ 0.50% Rs: 60.58
Add for Ventilation @ 0.00% Rs: 0.00
Add for Lighting @ 1.90% Rs: 230.19
Add for Ele sub-station / Demand charges @ 4.20% Rs: 508.84
Add for other enabling works @ 1.70% Rs: 205.96
Total Rs: 13120.74
Add for 1 km rehandling lead charges :
For cement 960 kg @ Rs: 129.10 / tonne Rs: 123.94
For sand 4.10 cum @ Rs: 84.90 / cum Rs: 348.09
For stones and chips 9.80 cum @ Rs: 121.90 / cum Rs: 1194.62
Total cost for 10.00 cum Rs: 14787.38
Rate per cum Rs: 1479.00
Rate approved per cum Rs: 1479.00
SECTION: TUNNEL AND ALLIED WORKS. YEAR: 2010-11 ITEM No: 15
ITEM: Providing, fabricating and placing in position reinforcement steel for tunnel RCC works
including cleaning, straightening, cutting, bending, hooking, lapping / welding joints wherever
required, tying with 1.25 mm dia.soft annealed steel wire, including cost of all materials, labour,
machinery, ventilation, lighting, drainage etc.,complete with initial lead upto 1 km and all lifts.
DATA:No welding of reinforcement bars is considered since the diameter of bars for tunnel RCC workswill be generally less than 32 mm.
As concrete will be placed by pneumatic placer, the reinforcement bars have to be held regidly
in place to prevent displacement due to shooting effect of concrete. This requires about
50 percent more binding wire compared to locations where concrete placement is by manual
labour.
Wastage of steel assumed at 2.5 percent.
Quantity of binding wire for works other than tunnel : 9 kg / tonne
Consider 1 tonne reinforcement steel for rate analysis.
Description Quantity Rate
in Rs.
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1. Requirement of materials :
Reinforcement steel ( 1 x 1.025 ) : 1.025 t
Binding wire ( 9 x 1.5 ) : 13.5 kg
2. Requirement of machinery :
No machinery is required.
3. Requirement of workforce ( other than machinery crew ) :
In view of restricted head room between shuttering and excavation line placing reinforcement
will be slow compared to open area.Further bars in transverse direction are to be bent to match
the profile of tunnel. This requires more labour for bending at fabrication yard and for placing
bars in position in tunnel.
Cleaning and straightening : 2 Bar benders & 2 Heavy mazdoors
Marking, bending and stacking : 2 Bar benders & 4 Heavy mazdoors
Placing in position and tying : 4 Bar benders & 4 Heavy mazdoors
Checking, correcting & misc. works : 1 Bar bender & 2 Heavy mazdoors
4. Re-handling lead for materials:As reinforcement steel is stored outside tunnel and is to be conveyed inside tunnel after
fabrication at fabrication yard re-handling lead of 1 km is considered.
RATE ANALYSIS UNIT : 1.00 tonne
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Rein.Steel with 2.5 % wastage tonne 1.025 36200.00 37105.00
2 Binding wire 1.25 mm dia kg 13.50 50.00 675.00
3 Sundries ( chairs / spacers etc ) LS 15.00 30.00 450.00
Total Rs: 38230.00
Add for small Tools and Plants @ 1% Rs: 382.30
Add for Contractor's Profit @ 10% Rs: 3823.00
Add for Contractor's Overheads @ 5% Rs: 1911.50
Total cost of Materials : Rs: 44346.80
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Sundries LS 2.00 30.00 60.00
0.00 0.00 0.00
Total Rs: 60.00
Add for small Tools and Plants @ 1% Rs: 0.60
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00
Add for Contractor's Overheads @ 5% Rs: 3.00
Total hire charges of Machinery : Rs: 63.60
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Bar bender Day 9.00 159.00 1431.00
2 Heavy mazdoor Day 12.00 132.00 1584.00
Total Rs: 3015.00
Add for small Tools and Plants @ 1% Rs: 30.15
Add for Contractor's Profit @ 10% Rs: 301.50
Description
Perticulars
Description
in Rs.
Quantity Rate
Quantity Rate
in Rs.
in Rs.
Quantity Rate
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Add for hidden cost on Labour @ 15% Rs: 452.25
Add for additional hidden cost on labour @ 10% Rs: 301.50
Add for Contractor's Overheads @ 5% Rs: 150.75
Total cost of Labour : Rs: 4251.15
ABSTRACT:
A. Cost of Materials Rs: 44346.80
B. Hire charges of Machinery Rs: 63.60
C. Cost of Labour Rs: 4251.15
TOTAL Rs: 48661.55
Add for Air and Water line @ 0.50% Rs: 243.31
Add for Ventilation @ 0.00% Rs: 0.00
Add for Lighting @ 1.90% Rs: 924.57
Add for Ele sub-station / Demand charges @ 4.20% Rs: 2043.79
Add for other enabling works @ 1.70% Rs: 827.25
Total Rs: 52700.46Add for 1 km rehandling charges :
For steel 1.000 tonne @ Rs: 129.10 / tonne Rs: 129.10
Total cost for 1.00 tonne Rs: 52829.56
Rate per tonne Rs: 52830.00
Rate approved per tonne Rs: 52830.00
SECTION: TUNNEL AND ALLIED WORKS. YEAR: 2010-11 ITEM No: 16
ITEM: Providing and laying insitu vibratedM-10 ( 28 days cube compressive strength not less than
10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard,
gradedaggregatescrushed from tunnel excavated muck for filling and levellingover-cuts
in bed due to geological faults etc., including cost of all materials, machinery, labour, cleaning
bed, batching, mixing, conveying and laying, levelling, compacting, finishing, curing, lighting,
ventilation, drainage etc., complete with initial lead upto 1 km and all lifts. ( Cement
content : 220 kg / cum with use of super plasticiser )
Note: Rubble stones and stone chips for coarse aggregate crushing shall be issued at dump yard at
specified issue rates.
DATA:For 1 cum CC :- Coarse aggregates : 0.90 cum Blending ratio : 50 :30 : 20
Fine aggregate : 0.40 cum Cement content : 220 kg Super plasticizer : 0.70 ltr
Wastage : 1 % for cement and 2 % for coarse & fine aggregates.
Consider 2 cum capacity agitator car for conveying concrete.
Cycle time for one round trip:
Turning and spotting : 2 min
Loading 4 mixes of 0.5 cum @ 5 min per mix : 20 min
Running time from BP to placing point av. 1 km : 10 minUnloading concrete : 15 min
Return trip to BP : 10 min
Total cycle time for round trip Total : 57 min
Consider 2 Agitator cars for conveying concrete.
The rate of concreting for 2 agitator cars with 50 min / hr working : 3.50 cum / hr
Capacity of batching plant with 70 percent job / management efficiency and 50 min / hr working
( 3.50 x 60 / 50 / 0.70 ) : 6 cum / hr
Consider 6 cum / hour rated capacity non-tilting type batching plant.
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Consider 10 hp pump for pumping water to storage tank for mixing concre / curing requirements.
Progress of concreting per shift of 8 hours ( 8 x 3.50 ) : 28 cum
Consider 28 cum concrete for rate analysis.
1. Requirement of materials :
Cement for mix with 1 % wastage ( 28 x 220 x 1.01 ) : 6222 kg
Coarse aggregate 40-20 mm size range ( 28 x 0.9 x 0.5 x 1.02 ) : 12.85 cum
Coarse aggregate 20-10 mm size range ( 28 x 0.9 x 0.3 x 1.02 ) : 7.70 cum
Coarse aggregate 10-4.75 mm size ( 28 x 0.9 x 0.2 x 1.02 ) : 5.15 cum
Fine aggregate ( 28 x 0.4 x 1.02 ) : 11.40 cum
Super plasticiser ( 28 x 0.70 x 1.02 ) : 21.50 ltrs
2. Requirement of machinery :
Deploy 6 cum / hour rated capacity batching plant for 8 hours for production of concrete.
Deploy 2 Nos 2 cum capacity agitator cars for 8 hours for conveying concrete.
Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating concrete.
Deploy 1 Pump 10 hp for 4.00 hour for water required for concrete mixing / curing / cleaning etc.3. Formwork & scaffolding :
No shuttering / scaffolding is required for filling over excavations in bed.
4. Requirement of workforce ( other than machinery crew ) :
Consider batching of materials and conveyance & laying of concrete by manual labour.
Maistry ( 1 @ batching plant and 1 @ placing point ) : 2 Nos.
Mason Cl I : 1 No.
Heavy mazdoor:
For batching cement : 2 Nos.
For remixing & filling mortar pans : 2 Nos.
For loading mortar pans : 2 Nos.
For laying concrete : 2 Nos.
For cleaning bed and assisting Mason : 1 No.
For miscellaneous works at BP : 1 No.
Light mazdoor:
For conveying concrete @ 3 cum / day : 9 Nos.
For cleaning, curing & miscellaneous : 1 No.
5. Re-handling lead for materials:
As cement store can be located close to BP no re-handling lead considered.
Consider 2 cement handling mazdoors for loading cement to BP bin.
As coarse and fine aggregates can be stocked near the BP no re-handling lead considered.
Consider 4 heavy and 4 light mazdoors for loading CA to BP bins @ 6 cum / day
Consider 2 heavy and 2 light mazdoors for loading FA to BP bins @ 6 cum / day
RATE ANALYSIS UNIT: 28.00 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.1 Cement for mix kg 6222.00 4.00 24888.00
2 Coarse aggregate 40-20 mm cum 12.85 381.00 4895.85
Coarse aggregate 20-10 mm cum 7.70 520.00 4004.00
Coarse aggregate 10 mm below cum 5.15 669.00 3445.35
3 Fine aggregate ( screened ) cum 11.40 199.00 2268.60
4 Super Plasticizer ltr 21.50 75.00 1612.50
5 Sundries LS 2.00 30.00 60.00
Total Rs: 41174.30
Perticulars Quantity Rate
in Rs.
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Add for small Tools and Plants @ 1% Rs: 411.74
Contd
A. MATERIALS ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
Add for Contractor's Profit @ 10% Rs: 4117.43
Add for Contractor's Overheads @ 5% Rs: 2058.72
Add Royalty charges on CA @ ( Included in material rate ) Rs: 0.00
Add Royalty charges on FA @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 47762.19
B. MACHINERY:
Sl No Unit Amount
in Rs.1 Batching plant 6 cum / hr rated capacity Hour 8.00 130.00 1040.00
Fuel / Energy charges Hour 8.00 125.00 1000.00
2 Agitator car 2 cum Hour 16.00 628.00 10048.00
Fuel / Energy charges Hour 16.00 605.00 9680.00
3 10 hp pump ( ele ) Hour 4.00 5.00 20.00
Fuel / Energy charges Hour 4.00 50.00 200.00
4 Needle vibrator 40 mm dia Hour 8.00 7.00 56.00
Fuel / Energy charges Hour 8.00 5.00 40.00
5 Sundries LS 2.00 30.00 60.00
Total Rs: 22144.00
Add for small Tools and Plants @ 1% Rs: 221.44
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 1098.00
Add for Contractor's Overheads @ 5% Rs: 1107.20
Total hire charges of Machinery : Rs: 24570.64
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Batching plant Hour 8.00 108.20 865.60
2 Crew for Agitator car Hour 16.00 90.80 1452.80
3 Crew for Pump Hour 4.00 26.90 107.60
4 Crew for Needle vibrator Hour 8.00 53.30 426.40
5 Mason Class-I Day 1.00 159.00 159.00
6 Maistry Day 2.00 141.50 283.00
7 Cement handling mazdoor
for loading material bin ( Cement ) Day 2.00 134.00 268.00
8 Heavy mazdoorfor cleaning bed Day 1.00 132.00 132.00
for miscellaneous works at BP Day 1.00 132.00 132.00
for loading CA to BP bins Day 4.00 132.00 528.00
for loading FA to BP bin Day 2.00 132.00 264.00
for laying concrete Day 6.00 132.00 792.00
9 Light mazdoor
for loading CA to BP bins Day 4.00 130.50 522.00
for loading FA to BP bin Day 2.00 130.50 261.00
Description
Description
Quantity Rate
in Rs.
Perticulars Quantity Rate
in Rs.
Quantity Rate
in Rs.
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Contd
C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
for conveying laying concrete Day 9.00 130.50 1174.50
for curing & miscellaneous Day 1.00 130.50 130.50
Total Rs: 7498.40
Add for small Tools and Plants @ 1% Rs: 74.98
Add for Contractor's Profit @ 10% Rs: 749.84
Add for hidden cost on Labour @ 15% Rs: 1124.76
Add for additional hidden cost on labour @ 10% Rs: 749.84
Add for Contractor's Overheads @ 5% Rs: 374.92
Total cost of Labour : Rs: 10572.74
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 47762.19
B. Hire charges of Machinery Rs: 24570.64
C. Cost of Labour Rs: 10572.74
TOTAL Rs: 82905.57
Add for Air and Water line @ 0.50% Rs: 414.53
Add for Ventilation @ 0.00% Rs: 0.00
Add for Lighting @ 1.90% Rs: 1575.21
Add for Ele sub-station / Demand charges @ 4.20% Rs: 3482.03
Add for other enabling works @ 1.70% Rs: 1409.39
Total cost for 28.00 cum Rs: 89786.73
Rate per cum Rs: 3207.00
Rate approved per cum Rs: 3207.00
SECTION: TUNNEL AND ALLIED WORKS. YEAR: 2010-11 ITEM No: 17
ITEM: Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sqmm ) grade cement concreteusing 40 mm and down size approved clean, hard,
graded aggregatescrushed from tunnel muck for kerb and bed lining including cost of all
materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in
agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting,
drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.
( Cement content 270 kg / cum with use of super plasticiser )
Note: Rubble stones and stone chips for coarse aggregate crushing shall be issued at dump yard at
specified issue rates.
Cost of shuttering : Annexure: A
Consider one shutter and one soldier set :
Shutter size : 900 mm x 1200 mm Length of soldier : 2.3 m Shutter area : 1.20 sqm
4 mm thick plate 1.08 sqm @ 31.4 kg / sqm : 33.91 kg
50x50x6 mm angle 6.6 m length @ 3.8 kg / m : 25.08 kg
50x6 mm flat 1.8 m length @ 2.35 kg / m : 4.23 kg
ISLC 100 2.3 m length @ 7.9 kg / m : 18.17 kg
6 mm plate 0.03 sqm @ 47.1 kg / sqm : 1.41 kg
Description Quantity Rate
in Rs.
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Cost of 4 mm plate 33.91 kg @ Rs: 40.00 / kg Rs: 1356.40
Cost of 6.6 m angle 25.08 kg @ Rs: 37.95 / kg Rs: 951.79
Cost of 1.8 m flat 4.23 kg @ Rs: 40.00 / kg Rs: 169.20
Cost of 2.3 m soldier 18.17 kg @ Rs: 37.95 / kg Rs: 689.55
Cost of 6mm plate 1.41 kg @ Rs: 40.00 / kg Rs: 56.40
Total Rs: 3223.34
Add for wastage @ 2.5 % Rs: 80.58
Add for bolts & nuts @ 0.5 kg / sqm Rs: 55.00 / kg Rs: 27.50
Add for fabrication of shutter @ Rs: 10.00 / kg Rs: 828.00
Total Rs: 4159.42
Less salvage value @ 10% Rs: -415.94
Total Rs: 3743.48
Use rate of shutters:
Use rate of shutters considering average 40 uses Rs: 93.59
Add for repairs/ replacements / catwalks etc., @ 15% Rs: 14.04Add for binding wire/ temperary supports etc., @ 5% Rs: 4.68
Add for shutter oil at 0.2 ltr / sqm @ Rs: 25.00 / ltr Rs: 5.00
Total Rs: 117.30
Effective area of shutter & soldier with 10 cm margin at top and bottom : 1.00 sqm
Cost of shuttering for concrete / use / sqm Rs: 117.30
( Excluding T & P / Profit / Overheads)
Erection & dismantling shuttering : Annexure: B
2 Fitters, 1 Carpentor Cl-II and 5 mazdoors erect 50 sqm shuttering / day.
Cost of dismantling assumed at 50 % of erection charges.
Area of shuttering with supports considered. : 100 sqm
Cleaning, conveying, erecting and oiling:
Fitter shuttering 4 Nos. @ Rs: 148.50 / day Rs: 594.00
Carpentor Cl -II 2 Nos. @ Rs: 148.50 / day Rs: 297.00
Heavy mazdoor 10 Nos. @ Rs: 132.00 / day Rs: 1320.00
Dismantling and stacking:
Fitter shuttering 2 Nos. @ Rs: 148.50 / day Rs: 297.00
Carpentor Cl -II 1 Nos. @ Rs: 148.50 / day Rs: 148.50
Heavy mazdoor 5 Nos. @ Rs: 132.00 / day Rs: 660.00
Total Rs: 3316.50
Labour charges for erecting and dismantling shuttering per sqm Rs: 33.17
( Excluding T & P / Profit / Overheads / Hidden costs )
DATA:Concrete mix details for 50-70 mm slump:
For 1 cum CC :- Coarse aggregates : 0.90 cum( 1300 kg ) Blending ratio : 50 :30 : 20
Fine aggregate : 0.40 cum ( 700 kg ) Cement : 270 kg Super plasticizer : 0.81 ltr
Wastage : 1 % for cement and 2 % for coarse & fine aggregates.
Consider 2 cum capacity agitator car for conveying concrete.Cycle time for one round trip:
Turning and spotting : 2 min
Loading 4 mixes of 0.5 cum @ 5 min per mix : 20 min
Running time from BP to placing point av. 1 km : 10 min
Unloading concrete : 15 min
Return trip to BP : 10 min
Total cycle time for round trip : 57 min
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Deploy 2 Agitator cars for conveying concrete.
The rate of concreting for 2 agitator cars with 50 min / hr working : : 3.50 cum / hr
Progress per shift of 8 hours: ( 8 x 3.50 ) : 28 cum
1. Requirement of materials :
Cement for mix with 1 % wastage ( 28 x 270 x 1.01 ) : 7636 kg
Cement for incidentals @ 1 kg / cum ( 28 x 1 ) : 28 kg
Coarse aggregate 40-20 mm size range ( 28 x 0.9 x 0.5 x 1.02 ) : 12.85 cum
Coarse aggregate 20-10 mm size range ( 28 x 0.9 x 0.3 x 1.02 ) : 7.70 cum
Coarse aggregate 10-4.75 mm size ( 28 x 0.9 x 0.2 x 1.02 ) : 5.15 cum
Fine aggregate ( 28 x 0.4 x 1.02 ) : 11.40 cum
Super plasticiser ( 28 x 0.81 x 1.02 ) : 23.00 ltrs
2. Requirement of machinery :
Deploy 6 cum / hour rated capacity batching plant for 8 hours for production of concrete.
Deploy 2 Nos 2 cum capacity agitator cars for 8 hours for conveying concrete.
Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating concrete.
Deploy 1 Pump 10 hp for 4.00 hour for water required for concrete mixing / curing / cleaning etc.3. Formwork & scaffolding :
For kerb / bed concreting average 1 sqm shuttering is required per cum of concrete.
Requirement of shuttering for 28 cum concrete : 28 sqm
4. Requirement of workforce ( other than machinery crew ) :
Consider batching of materials and conveyance & laying of concrete by manual labour.
Maistry ( 1 @ batching plant and 1 @ placing point ) : 2 Nos.
Mason Cl I : 1 No.
Mason Cl II : 1 No.
Cement handling mazdoor
for loading cement to BP bin : 2 Nos.
Heavy mazdoor:
for remixing & filling mortar pans : 2 Nos.
for loading mortar pans : 2 Nos.
for laying concrete : 2 Nos.
for cleaning bed and assisting Mason : 1 No.
for miscellaneous works at BP : 1 No.
Light mazdoor:
for conveying concrete @ 2 cum / day : 14 Nos.
for cleaning, curing & miscellaneous : 1 No.
5. Re-handling lead for materials:
As cement store can be located close to BP no re-handling lead considered.
Consider 2 cement handling mazdoors for loading cement to BP bin.
As coarse and fine aggregates can be stocked near the BP no re-handling lead considered.
Consider 4 heavy and 4 light mazdoors for loading CA to BP bins @ 6 cum / day
Consider 2 heavy and 2 light mazdoors for loading FA to BP bins @ 6 cum / day
RATE ANALYSIS UNIT : 28.00 cumA. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement 43 Gr kg 7636.00 4.00 30544.00
Cement for incidentals @ 1 kg / cum kg 28.00 4.00 112.00
2 Fine aggregate ( screened ) cum 11.40 199.00 2268.60
Contd
Perticulars
in Rs.
Quantity Rate