data rates-canal works-part 8
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CANAL AND ALLIED WORKS
Heavy mazdoor for stacking after curing : 1 No.
Light mazdoor for cleaning & miscellaneous : 1 No.
5. Use rate of materials :
Consider steel moulds made of 30 x 30 x 4 mm angles.
Quantity of steel per mould ( 0.45 x 2 + 0.15 x 2 ) x 1.8 x 1.025 say : 2.25 kg
Cost of steel angles @ Rs: 37.95 / kg Rs: 85.39
Cost of fabrication @ Rs: 10.00 / kg Rs: 22.50
Total Rs: 107.89
Less salvage value @ 15% ( - ) Rs: -16.18
Total Rs: 91.70
Number of uses ( considering moulds are released early )
Cost per use considering 500 uses ( 91.70 / 500 ) Rs: 0.18
Add for bolts & nuts / clamps @ 15% Rs: 0.03
Add for shutter oil 0.02 ltr @ Rs: 25.00 / ltr Rs: 0.50
Total cost / use Rs: 0.71
RATE ANALYSIS UNIT : 25.00 Nos.
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 18.20 4.00 72.80Cement for incidentals @ 0.3 kg / slab kg 7.50 4.00 30.00
2 Coarse aggregate 10 mm below cum 0.035 669.00 23.42
3 Fine aggregate ( screened ) cum 0.02 199.00 3.98
4 Super Plasticizer ltr 0.05 75.00 3.75
5 Use rate of moulds for 250 uses No. 25.00 0.71 17.77
Total Rs: 151.72
Add for small Tools and Plants @ 1% Rs: 1.52
Add for Contractor's Profit @ 10% Rs: 15.17
Contd
A. MATERIALS ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
Add for Contractor's Overheads @ 5% Rs: 7.59
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: 175.99
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Hand mixer 45 / 30 ltr Hour 8.00 10.00 80.00Fuel / Energy charges Hour 8.00 3.00 24.00
2 5 hp pump ( diesel ) Hour 0.10 7.00 0.70
Fuel / Energy charges Hour 0.10 55.00 5.50
3 Water tanker 8000 ltr Hour 0.20 268.00 53.60
Fuel / Energy charges Hour 0.20 208.00 41.60
Total Rs: 205.40
Add for small Tools and Plants @ 1% Rs: 2.05
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 7.11
Perticulars Quantity Rate
QuantityPerticulars
Quantity
in Rs.
Rate
in Rs.
in Rs.
RateDescription
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Number of slabs per cum of concrete : 208 Nos.
Consider 3 to 4 minutes for moulding one slab & 2 Masons working on moulding work.
Daily output of moulding for 2 Masons say : 250 slabs
Consider moulding of 225 lining slabs and 25 lug slabs daily as moulding of lug slabs saperately
results in high rate of under utilization of machinery and work force.
Aportioning of machinery & wok force: For lining slabs : 90 percent
For lug slabs : 10 percent
Quantity of concrete for 225 lining slabs : 1.08 cum
Consider 1.08 cum concrete for 225 lining slabs for rate analysis.
1. Requirement of materials:
Cement for mix with 1 % wastage ( 1.08 x 360 x 1.01 ) : 393 kg
Cement for incidental works @ 0.5 kg / slab ( 225 x 0.5 ) : 112.5 kg
Coarse aggregate 10-4.75 mm size ( 1.08 x 0.68 x 1.02 ) : 0.75 cum
Fine aggregate ( 1.08 x 0.43 x 1.02 ) : 0.48 cum
Super plasticiser ( 1.08 x 1.00 x 1.02 ) : 1.10 ltr
2. Requirement of machinery :
For 225 lining slabs and 25 lug slabs :
As daily requirement of concrete is very small deploy 45 / 30 hand mixer for 8 hours.
Deploy 1 Pump 5 hp for 0.1 hour for water required for concrete.
Deploy 1 Water tanker 8000 ltr capacity for 0.2 hour for water.
3. Formwork & scaffolding :No formwork / scaffolding required. Use rate of mould considered.
4. Requirement of workforce ( other than machinery crew ) :
For 225 lining slabs and 25 lug slabs :
Maistry : 1 No.
Mason Cl-I : 2 Nos.
Heavy mazdoor for batching materials / laying CC : 2 Nos.
Heavy mazdoor for demoulding / oiling / laying : 2 Nos.
Heavy mazdoor for shifting slabs to curing pond : 1 No.
Heavy mazdoor for stacking after curing : 1 No.
Light mazdoor for cleaning & miscellaneous : 1 No.
5. Use rate of materials :
Consider steel moulds made of 30 x 30 x 4 mm angles.
Quantity of steel per mould ( 0.4 x 4 ) x 1.8 x 1.025 say : 3.00 kg
Cost of steel angles @ Rs: 37.95 / kg Rs: 113.85
Cost of fabrication @ Rs: 10.00 / kg Rs: 30.00
Total Rs: 143.85
Less salvage value @ 15% ( - ) Rs: -21.58
Total Rs: 122.27
Number of uses ( considering moulds are released early )
Cost per use considering 500 uses ( 122.27 / 500 ) Rs: 0.24
Add for bolts & nuts / clamps @ 15% Rs: 0.04
Add for shutter oil 0.04 ltr @ Rs: 25.00 / ltr Rs: 1.00Total cost / use Rs: 1.28
RATE ANALYSIS UNIT : 225.00 Nos.
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 393.00 4.00 1572.00
Cement for incidentals @ 0.5 kg / slab kg 112.50 4.00 450.00
Quantity
in Rs.
RatePerticulars
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2 Coarse aggregate 10 mm below cum 0.75 669.00 501.75
3 Fine aggregate ( screened ) cum 0.48 199.00 95.52
4 Super Plasticizer ltr 1.10 75.00 82.50
5 Use rate of moulds for 250 uses No. 225.00 1.28 288.28
Total Rs: 2990.05
Add for small Tools and Plants @ 1% Rs: 29.90
Add for Contractor's Profit @ 10% Rs: 299.00
Add for Contractor's Overheads @ 5% Rs: 149.50
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: 3468.45
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Hand mixer 45 / 30 ltr Hour 8.00 10.00 80.00
Fuel / Energy charges Hour 8.00 3.00 24.00
2 5 hp pump ( diesel ) Hour 0.10 7.00 0.70
Fuel / Energy charges Hour 0.10 55.00 5.50
3 Water tanker 8000 ltr Hour 0.20 268.00 53.60
Fuel / Energy charges Hour 0.20 208.00 41.60Total Rs: 205.40
Add for small Tools and Plants @ 1% Rs: 2.05
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 7.11
Add for Contractor's Overheads @ 5% Rs: 10.27
Total hire charges of Machinery : Rs: 224.83
Aportioned hire charges of machinery @ 90 % for lining slab : Rs: 202.35
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Pump Hour 0.10 35.80 3.58
2 Crew for Water tanker Hour 0.20 56.70 11.34
3 Mason Class-I Day 2.00 159.00 318.00
4 Maistry Day 1.00 141.50 141.50
5 Heavy mazdoor
for batching / mixing / laying Day 2.00 132.00 264.00
for demoulding / cleaning / oiling Day 2.00 132.00 264.00
for shifting slabs to curing pond Day 1.00 132.00 132.00
for stacking after curing Day 1.00 132.00 132.00
6 Light mazdoor
for cleaning & miscellaneous Day 1.00 130.50 130.50
Total Rs: 1396.92
Add for small Tools and Plants @ 1% Rs: 13.97Add for Contractor's Profit @ 10% Rs: 139.69
Add for hidden cost on Labour @ 15% Rs: 209.54
Add for Contractor's Overheads @ 5% Rs: 69.85
Total cost of Labour : Rs: 1829.97
Aportioned cost of labour @ 90 % for lining slabs : Rs: 1646.97
ABSTRACT:
A. Cost of Materials inluding royalty charges Rs: 3468.45
Quantity
Quantity
Rate
in Rs.
Rate
in Rs.
Description
Description
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B. Hire charges of Machinery Rs: 202.35
C. Cost of Labour Rs: 1646.97
TOTAL Rs: 5317.77
Add for enabling works @ 1.20% Rs: 63.81
Total cost for 225.00 Nos. Rs: 5381.59
Rate per Each Rs: 24.00
Rate approved per Each Rs: 24.00
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 56
ITEM: Manucturing 400 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube
compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded
coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,
compacting, formwork, finishing, curing etc.,complete with initiallead upto 50 m and all lifts.
( Cement content : 360 kg / cum with use of super plasticiser )
DATA:For 1 cum CC :- Coarse aggregates : 0.68 cum Fine aggregate : 0.43 cum
Cement content : 360 kg Super plasticizer : 1.00 ltr
Wastage : 1 % for cement and 2 % for coarse & fine aggregates.
Quantity of concrete for each slab ( 0.40 x 0.15 x 0.03 ) : 0.0018 cum
Number of slabs per cum of concrete : 555 Nos.Consider 3 to 4 minutes for moulding one slab & 2 Masons working on moulding work.
Daily output of moulding for 2 Masons say : 250 slabs
Consider moulding of 225 lining slabs and 25 lug slabs daily as moulding of lug slabs saperately
results in high rate of under utilization of machinery and work force.
Aportioning of machinery & wok force: For lining slabs : 90 percent
For lug slabs : 10 percent
Quantity of concrete for 25 lug slabs : 0.045 cum
Consider 0.045 cum concrete for 25 lug slabs for rate analysis.
1. Requirement of materials:
Cement for mix with 1 % wastage ( 0.045 x 360 x 1.01 ) : 16.4 kg
Cement for incidental works @ 0.3 kg / slab ( 25 x 0.3 ) : 7.5 kg
Coarse aggregate 10-4.75 mm size ( 0.045 x 0.68 x 1.02 ) : 0.031 cum
Fine aggregate ( 0.045 x 0.43 x 1.02 ) : 0.02 cum
Super plasticiser ( 0.045 x 1.00 x 1.02 ) : 0.05 ltr
2. Requirement of machinery :
For 225 lining slabs and 25 lug slabs : ( same as in Item :71 )
As daily requirement of concrete is very small deploy 45 / 30 hand mixer for 8 hours.
Deploy 1 Pump 5 hp for 0.1 hour for water required for concrete.
Deploy 1 Water tanker 8000 ltr capacity for 0.2 hour for water.
3. Formwork & scaffolding :
No formwork / scaffolding required. Use rate of mould considered.4. Requirement of workforce ( other than machinery crew ) :
For 225 lining slabs and 25 lug slabs : ( same as in Item :71 )
Maistry : 1 No.
Mason Cl-I : 2 Nos.
Heavy mazdoor for batching materials / laying CC : 2 Nos.
Heavy mazdoor for demoulding / oiling / laying : 2 Nos.
Heavy mazdoor for shifting slabs to curing pond : 1 No.
Heavy mazdoor for stacking after curing : 1 No.
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Light mazdoor for cleaning & miscellaneous : 1 No.
5. Use rate of materials :
Consider steel moulds made of 30 x 30 x 4 mm angles
Quantity of steel per mould ( 0.4 x 2 + 0.15 x 2 ) x 1.8 x 1.025 say : 2.00 kg
Cost of steel angles @ Rs: 37.95 / kg Rs: 75.90
Cost of fabrication @ Rs: 10.00 / kg Rs: 20.00
Total Rs: 95.90
Less salvage value @ 15% ( - ) Rs: -14.39
Total Rs: 81.52
Number of uses ( considering moulds are released early )
Cost per use considering 500 uses ( 81.52 / 500 ) Rs: 0.16
Add for bolts & nuts / clamps @ 15% Rs: 0.02
Add for shutter oil 0.02 ltr @ Rs: 25.00 / ltr Rs: 0.50
Total cost / use Rs: 0.69
RATE ANALYSIS UNIT : 25.00 Nos.
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement for mix kg 16.40 4.00 65.60
Cement for incidentals @ 0.3 kg / slab kg 7.50 4.00 30.002 Coarse aggregate 10 mm below cum 0.031 669.00 20.74
3 Fine aggregate ( screened ) cum 0.02 199.00 3.98
4 Super Plasticizer ltr 0.05 75.00 3.75
Contd
A. MATERIALS ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
5 Use rate of moulds for 250 uses No. 25.00 0.69 17.19
Total Rs: 141.26
Add for small Tools and Plants @ 1% Rs: 1.41
Add for Contractor's Profit @ 10% Rs: 14.13
Add for Contractor's Overheads @ 5% Rs: 7.06
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: 163.86
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Hand mixer 45 / 30 ltr Hour 8.00 10.00 80.00
Fuel / Energy charges Hour 8.00 3.00 24.002 5 hp pump ( diesel ) Hour 0.10 7.00 0.70
Fuel / Energy charges Hour 0.10 55.00 5.50
3 Water tanker 8000 ltr Hour 0.20 268.00 53.60
Fuel / Energy charges Hour 0.20 208.00 41.60
Total Rs: 205.40
Add for small Tools and Plants @ 1% Rs: 2.05
Add for Contractor's Profit on DPOL/ Energy @ 10% Rs: 7.11
Add for Contractor's Overheads @ 5% Rs: 10.27
Rate
in Rs.
Quantity
Quantity
in Rs.
Description Quantity
Rate
in Rs.
Rate
Perticulars
Perticulars
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Total hire charges of Machinery : Rs: 224.83
Aportioned hire charges of machinery @ 10 % for lug slabs : Rs: 22.48
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Pump Hour 0.10 35.80 3.58
2 Crew for Water tanker Hour 0.20 56.70 11.34
3 Mason Class-I Day 2.00 159.00 318.00
4 Maistry Day 1.00 141.50 141.50
5 Heavy mazdoor
for batching / mixing / laying Day 2.00 132.00 264.00
for demoulding / cleaning / oiling Day 2.00 132.00 264.00
for shifting slabs to curing pond Day 1.00 132.00 132.00
for stacking after curing Day 1.00 132.00 132.00
6 Light mazdoor
for cleaning & miscellaneous Day 1.00 130.50 130.50
Total Rs: 1396.92
Add for small Tools and Plants @ 1% Rs: 13.97
Add for Contractor's Profit @ 10% Rs: 139.69
Add for hidden cost on Labour @ 15% Rs: 209.54Add for Contractor's Overheads @ 5% Rs: 69.85
Total cost of Labour : Rs: 1829.97
Rs: 183.00
ABSTRACT:
A. Cost of Materials inluding royalty charges Rs: 163.86
B. Hire charges of Machinery Rs: 22.48
C. Cost of Labour Rs: 183.00
TOTAL Rs: 369.34
Add for enabling works @ 1.20% Rs: 4.43
Total cost for 25.00 Nos. Rs: 373.77
Rate per Each Rs: 15.00
Rate approved per Each Rs: 15.00
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 57
ITEM: Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side
lining using stones and chips from approved quarry including cost of all materials,
machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete
with initial lead upto 50 m and all lifts.
DATA:Consider 10 cum UCR masonry lining in CM 1:5 proportion for rate analysis.
thickness of UCR masonry lining assumed at 30 cm.Area of masonry for 10 cum ( 10 / 0.3 ) 33.3 sqm
Through stones assumed at 1 per sqm.
For 1 cum CM 1:5 prop Cement : 285 kg Sand : 1.00 cum
Cement mortar content assumed at 40 percent.
Quantity of mortar for 10 cum masonry ( 10 x 0.4 ) 4.00 cum
Wastage of materials : Cement : 1 % Sand & stones : 2 %
1. Requirement of materials :
Quantity
in Rs.
Rate
Aportioned cost of labour @ 10 % for lug slabs :
Description
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Cement for 4 cum mortar ( 4 x 285 x 1.01 ) : 1152 kg
Sand for 4 cum mortar ( 4 x 1.00 x 1.02 ) : 4.10 cum
Uncoursed rubble stones ( 10 x 0.97 x 1.02 ) : 9.90 cum
Through stones @ 1 per sqm ( 33.3 x 1 x 1.02 ) : 34 Nos
Stone chips @ 15 % ( 10 x 0.15 x 1.02 ) : 1.55 cum
2. Requirement of machinery :
Deploy 5 hp diesel pump for 0.5 hour for water required for mortar mixing and curing.
Deploy 8000 ltr water tanker for 1 hour for water required for mortar mixing and curing.
3. Requirement of workforce ( other than machinery crew ) :
Maistry : 1 No.
Laying masonry Mason Cl I : 2 Nos.
Laying masonry Mason Cl II : 2 Nos
Conveying stones Heavy mazdoor : 2 Nos.
Conveying stones chips Light mazdoor : 1 No.
Cement mortar mixing & loading pans Heavy mazdoor : 1 No.
Conveying mortar Light mazdoor : 2 Nos.
Packing mortar Heavy mazdoor : 1 No.
Curing Light mazdoor : 1 No.
RATE ANALYSIS UNIT : 10.00 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement 43 Gr kg 1152.00 4.00 4608.00
2 Sand ( screened ) cum 4.10 199.00 815.90
3 Uncoursed rubble stones at quarry cum 9.90 200.00 1980.00
4 Through stones 200 x 200 x 300 mm Nos 34.00 9.00 306.00
5 Stone chips at quarry cum 1.55 240.00 372.00
Total Rs: 8081.90
Add for small Tools and Plants @ 1% Rs: 80.82
Add for Contractor's Profit @ 10% Rs: 808.19
Add for Contractor's Overheads @ 5% Rs: 404.10
Add Royalty charges on stones @ ( Included in material rate ) Rs: 0.00
Add Royalty charges on sand @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 9375.00
B. MACHINERY:
Sl No Unit Amount
in Rs.1 5 hp pump ( diesel ) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.50
2 Water tanker ( 8000 ltr ) Hour 1.00 268.00 268.00
Fuel / Energy charges Hour 1.00 208.00 208.00
Total Rs: 507.00
Add for small Tools and Plants @ 1% Rs: 5.07
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 23.55
Add for Contractor's Overheads @ 5% Rs: 25.35
Quantity
Quantity
Rate
in Rs.
Rate
in Rs.
Perticulars
Description
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Total hire charges of Machinery : Rs: 560.97
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Pump Hour 0.50 35.80 17.90
2 Crew for Water tanker Hour 1.00 56.70 56.70
3 Maistry Day 1.00 141.50 141.50
4 Mason Class I Day 2.00 159.00 318.00
5 Mason Class II Day 2.00 148.50 297.00
6 Heavy mazdoor Day 4.00 132.00 528.00
7 Light mazdoor Day 4.00 130.50 522.00
Total Rs: 1881.10
Add for small Tools and Plants @ 1% Rs: 18.81
Add for Contractor's Profit @ 10% Rs: 188.11
Add for hidden cost on Labour @ 15% Rs: 282.17
Add for Contractor's Overheads @ 5% Rs: 94.06
Total cost of Labour : Rs: 2464.24
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 9375.00
B. Hire charges of Machinery Rs: 560.97
C. Cost of Labour Rs: 2464.24
TOTAL Rs: 12400.22
Add for enabling works @ 1.20% Rs: 148.80
Total cost for 10.00 cum Rs: 12549.02
Rate per cum Rs: 1255.00
Rate approved per cum Rs: 1255.00
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 58
ITEM: Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side
lining using stones and chips from canal excavation including cost of all materials,
machinery, labour, forming weep holes at specified interval, finishing, curing etc., complete
with initiallead upto 50 m and all lifts.
Note : Stones and chips will be issued from dump yard at specified issue rate.
DATA:Consider 10 cum UCR masonry lining in CM 1:5 proportion for rate analysis.
thickness of UCR masonry lining assumed at 30 cm.Area of masonry for 10 cum ( 10 / 0.3 ) 33.3 sqm
Through stones assumed at 1 per sqm.
For 1 cum CM 1:5 prop Cement : 285 kg Sand : 1.00 cum
Cement mortar content assumed at 40 percent.
Quantity of mortar for 10 cum masonry ( 10 x 0.4 ) 4.00 cum
Wastage of materials : Cement : 1 % Sand & stones : 2 %
1. Requirement of materials :
Rate
in Rs.
QuantityDescription
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Cement for 4 cum mortar ( 4 x 285 x 1.01 ) : 1152 kg
Sand for 4 cum mortar ( 4 x 1.00 x 1.02 ) : 4.10 cum
Uncoursed rubble stones ( 10 x 0.97 x 1.02 ) : 9.90 cum
Through stones @ 1 per sqm ( 33.3 x 1 x 1.02 ) : 34 Nos
Stone chips @ 15 % ( 10 x 0.15 x 1.02 ) : 1.55 cum
2. Requirement of machinery :
Deploy 5 hp diesel pump for 0.5 hour for water required for mortar mixing and curing.
Deploy 8000 ltr water tanker for 1 hour for water required for mortar mixing and curing.
3. Requirement of workforce ( other than machinery crew ) :
Maistry : 1 No.
1 Crowman & 1 Heavy mazdoors for sorting out stones in dump yard.
Laying masonry Mason Cl I : 2 Nos.
Laying masonry Mason Cl II : 2 Nos
Conveying stones Heavy mazdoor : 2 Nos.
Conveying stones chips Light mazdoor : 1 No.
Cement mortar mixing & loading pans Heavy mazdoor : 1 No.
Conveying mortar Light mazdoor : 2 Nos.
Packing mortar Heavy mazdoor : 1 No.
Curing Light mazdoor : 1 No.
RATE ANALYSIS UNIT : 10.00 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Cement 43 Gr kg 1152.00 4.00 4608.00
2 Sand ( screened ) cum 4.10 199.00 815.90
3 Uncoursed rubble at dump yard cum 9.90 135.00 1336.50
4 Through stones 200 x 200 x 300 mm Nos 34.00 9.00 306.00
5 Stone chips at dump yard cum 1.55 160.00 248.00
Total Rs: 7314.40
Add for small Tools and Plants @ 1% Rs: 73.14
Add for Contractor's Profit @ 10% Rs: 731.44
Add for Contractor's Overheads @ 5% Rs: 365.72
Add Royalty charges on stones @ ( Included in material rate ) Rs: 0.00
Add Royalty charges on sand @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 8484.70
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 5 hp pump ( diesel ) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.502 Water tanker ( 8000 ltr ) Hour 1.00 268.00 268.00
Fuel / Energy charges Hour 1.00 208.00 208.00
Total Rs: 507.00
Add for small Tools and Plants @ 1% Rs: 5.07
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 23.55
Add for Contractor's Overheads @ 5% Rs: 25.35
Total hire charges of Machinery : Rs: 560.97
Quantity
Rate
in Rs.
Quantity
Rate
in Rs.
Perticulars
Description
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C. LABOUR:
Sl No Unit Amount
in Rs.
1 Crew for Pump Hour 0.50 35.80 17.90
2 Crew for Water tanker Hour 1.00 56.70 56.70
3 Maistry Day 1.00 141.50 141.50
4 Mason Class I Day 2.00 159.00 318.00
5 Mason Class II Day 2.00 148.50 297.00
6 Crowbarman Day 1.00 141.50 141.50
7 Heavy mazdoor Day 5.00 132.00 660.00
8 Light mazdoor Day 4.00 130.50 522.00
Total Rs: 2154.60
Add for small Tools and Plants @ 1% Rs: 21.55
Add for Contractor's Profit @ 10% Rs: 215.46
Add for hidden cost on Labour @ 15% Rs: 323.19
Add for Contractor's Overheads @ 5% Rs: 107.73
Total cost of Labour : Rs: 2822.53
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 8484.70
B. Hire charges of Machinery Rs: 560.97
C. Cost of Labour Rs: 2822.53
TOTAL Rs: 11868.20
Add for enabling works @ 1.20% Rs: 142.42
Total cost for 10.00 cum Rs: 12010.62
Rate per cum Rs: 1201.00
Rate approved per cum Rs: 1201.00
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 59
ITEM: Providing and constructing 250 mm thick dry rubble stone pitchingwith pin headers at 2 per
sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial
lead upto 50 m and all lifts.
DATA:Consider 100 sqm dry rubble stone pitching for rate analysis.
Wastage of materials : Stones & chips : 2 %
1. Requirement of materials :
Uncoursed rubble stones ( 100 x 0.25 x 0.9 x 1.02 ) : 23.95 cum
Pin headers @ 2 per sqm ( 100 x 2 ) : 200 Nos
Stone chips @ 15 % ( 100 x 0.25 x 0.15 x 1.02 ) : 3.80 cum
2. Requirement of machinery :No machinery proposed.
3. Requirement of workforce :
Maistry : 1 No.
Mason Cl II for laying pitching @ 50 sqm / day : 2 Nos
Heavy mazdoor for supplying stones and assisting mason : 4 Nos.
Light mazdoor for conveying stone chips : 1 No.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Quantity Rate
in Rs.
Description
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NOTE:If 150 mm thick murum bed is to be provided below pitching
DATA:Consider 100 sqm area of pitching:
Quantity of murum with 20 % bulkage ( 100 x 0.15 x 1.2 ) : 18 cum
Requirement of labour for spreading and tamping:
Consider 2 heavy and 2 light mazdoors.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Murum cum 18.00 60.00 1080.00
0.00 0.00 0.00
Total Rs: 1080.00
Add for small Tools and Plants @ 1% Rs: 10.80
Add for Contractor's Profit @ 10% Rs: 108.00
Contd
A. MATERIALS ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
Add for Contractor's Overheads @ 5% Rs: 54.00
Add Royalty charges on murum @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 1252.80
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total Rs: 0.00
Add for small Tools and Plants @ 1% Rs: 0.00
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00
Add for Contractor's Overheads @ 5% Rs: 0.00
Total hire charges of Machinery : Rs: 0.00
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Heavy mazdoor Day 2.00 132.00 264.00
2 Light mazdoor Day 2.00 130.50 261.00
Total Rs: 525.00Add for small Tools and Plants @ 1% Rs: 5.25
Add for Contractor's Profit @ 10% Rs: 52.50
Add for hidden cost on Labour @ 15% Rs: 78.75
Add for Contractor's Overheads @ 5% Rs: 26.25
Total cost of Labour : Rs: 687.75
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 1252.80
Rate
in Rs.
Quantity
Quantity
in Rs.
Rate
in Rs.
in Rs.
Rate
RatePerticulars
QuantityPerticulars
Description
Description Quantity
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B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 687.75
TOTAL Rs: 1940.55
Add for enabling works @ 1.20% Rs: 23.29
Total cost for 100.00 sqm Rs: 1963.84
Add per sqm Rs: 20.00
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 60
ITEM: Providing and constructing300 mm thick dry rubble stone pitchingwith pin headers at 2 per
sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial
lead upto 50 m and all lifts.
DATA:Consider 100 sqm dry rubble stone pitching for rate analysis.
Wastage of materials : stones & chips : 2 %
1. Requirement of materials :
Uncoursed rubble stones ( 100 x 0.3 x 0.9 x 1.02 ) : 27.50 cum
Pin headers @ 2 per sqm ( 100 x 2 ) : 200 Nos
Stone chips @ 15 % ( 100 x 0.3 x 0.15 x 1.02 ) : 4.59 cum
2. Requirement of machinery :
No machinery proposed.
3. Requirement of workforce :
Maistry : 1 No.
Mason Cl II for laying pitching @ 50 sqm / day : 2 Nos
Heavy mazdoor for assisting mason : 5 Nos.
Light mazdoor for conveying stone chips : 1 No.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Uncoursed rubble stones at quarry cum 27.50 200.00 5500.00
2 Pin header ( Through stone ) 300 mm Nos 200.00 9.00 1800.00
3 Stone chips at quarry cum 4.59 240.00 1101.60
Total Rs: 8401.60
Add for small Tools and Plants @ 1% Rs: 84.02
Add for Contractor's Profit @ 10% Rs: 840.16
Add for Contractor's Overheads @ 5% Rs: 420.08
Add Royalty charges on stones @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 9745.86
B. MACHINERY:
Sl No Unit Amountin Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total Rs: 0.00
Add for small Tools and Plants @ 1% Rs: 0.00
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00
Add for Contractor's Overheads @ 5% Rs: 0.00
Total hire charges of Machinery : Rs: 0.00
Quantity
Quantity
in Rs.
Rate
Ratein Rs.
Description
Perticulars
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C. LABOUR:
Sl No Unit Amount
in Rs.
1 Maistry Day 1.00 141.50 141.50
2 Mason Class II Day 2.00 148.50 297.00
3 Heavy mazdoor Day 5.00 132.00 660.00
4 Light mazdoor Day 1.00 130.50 130.50
Total Rs: 1229.00
Add for small Tools and Plants @ 1% Rs: 12.29
Add for Contractor's Profit @ 10% Rs: 122.90
Add for hidden cost on Labour @ 15% Rs: 184.35
Add for Contractor's Overheads @ 5% Rs: 61.45
Total cost of Labour : Rs: 1609.99
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 9745.86
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1609.99
TOTAL Rs: 11355.85
Add for enabling works @ 1.20% Rs: 136.27
Total cost for 100.00 sqm Rs: 11492.12
Rate per sqm Rs: 115.00
Rate approved per sqm Rs: 115.00
NOTE:If 150 mm thick murum bed is to be provided below pitching add Rs: 20.00
( As per rate analysis under item 59- Note )
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 61
ITEM: Providing and constructing 450 mm thick dry rubble stone pitchingwith pin headers at 2 per
sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial
lead upto 50 m and all lifts.
DATA:Consider 100 sqm dry rubble stone pitching for rate analysis.
Wastage of materials : Stones & chips : 2 %.
1. Requirement of materials :
Uncoursed rubble stones ( 100 x 0.45 x 0.9 x 1.02 ) : 41.30 cum
Pin headers @ 2 per sqm ( 100 x 2 ) : 200 Nos
Stone chips @ 15 % ( 100 x 0.45 x 0.15 x 1.02 ) : 6.88 cum
2. Requirement of machinery :
No machinery proposed.
3. Requirement of workforce :
Maistry : 1 No.
Mason Cl II for laying pitching @ 30 sqm / day : 3.5 Nos
Heavy mazdoor for assisting mason : 7 Nos.
Light mazdoor for conveying stone chips : 2 Nos.
Quantity Rate
in Rs.
Description
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RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Uncoursed rubble stones at quarry cum 41.30 200.00 8260.00
2 Pin header ( Through stone ) 450 mm Nos 200.00 9.00 1800.00
3 Stone chips at quarry cum 6.88 240.00 1651.20
Total Rs: 11711.20
Add for small Tools and Plants @ 1% Rs: 117.11
Add for Contractor's Profit @ 10% Rs: 1171.12
Add for Contractor's Overheads @ 5% Rs: 585.56
Add Royalty charges on stones @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 13584.99
B. MACHINERY:Sl No Unit Amount
in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total Rs: 0.00
Add for small Tools and Plants @ 1% Rs: 0.00
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00
Add for Contractor's Overheads @ 5% Rs: 0.00
Total hire charges of Machinery : Rs: 0.00
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Maistry Day 1.00 141.50 141.50
2 Mason Class II Day 3.50 148.50 519.75
3 Heavy mazdoor Day 7.00 132.00 924.00
4 Light mazdoor Day 2.00 130.50 261.00
Total Rs: 1846.25
Add for small Tools and Plants @ 1% Rs: 18.46
Add for Contractor's Profit @ 10% Rs: 184.63
Add for hidden cost on Labour @ 15% Rs: 276.94
Add for Contractor's Overheads @ 5% Rs: 92.31
Total cost of Labour : Rs: 2418.59
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 13584.99
B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 2418.59
TOTAL Rs: 16003.58
Add for enabling works @ 1.20% Rs: 192.04
Total cost for 100.00 sqm Rs: 16195.62
Rate per sqm Rs: 162.00
Rate approved per sqm Rs: 162.00
NOTE:If 150 mm thick murum bedis to be provided below pitching add Rs: 20.00
Quantity
Rate
Quantity
Quantity
in Rs.
Rate
in Rs.
Rate
in Rs.
Description
Description
Perticulars
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( As per rate analysis under item 59 - Note )
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 62
ITEM: Providing and constructing 300 mm thick rubble stone pitching set in CM 1: 5proportion
with pin headers at 2 per sqm in including cost of all materials, labour, packing chips and
mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:Consider 100 sqm rubble stone pitching in CM 1:5 proportion.
For 1 cum CM 1:5 prop Cement : 285 kg Sand : 1.00 cum
Cement mortar content assumed at 35 percent.
Quantity of mortar for 100 sqm pitching ( 100 x 0.3 x 0.35 ) 10.5 cum
Wastage of materials : Cement : 1 % Sand & stones : 2 %
1. Requirement of materials :
Uncoursed rubble stones ( 100 x 0.3 x 0.9 x 1.02 ) : 27.50 cumPin headers @ 2 per sqm ( 100 x 2 ) : 200 Nos
Stone chips @ 15 % ( 100 x 0.3 x 0.15 x 1.02 ) : 4.59 cum
Cement for 10.5 cum mortar ( 10.5 x 285 x 1.01 ) : 3023 kg
Sand for 10.5 cum mortar ( 10.5 x 1.00 x 1.02 ) : 10.70 cum
2. Requirement of machinery :
Deploy 5 hp diesel pump for 0.5 hour for water required for mortar mixing and curing.
Deploy 8000 ltr water tanker for 1 hour for water required for mortar mixing and curing.
3. Requirement of workforce ( other than machinery crew ) :
Maistry : 1 No.
Mason Cl II for laying pitching @ 25 sqm / day : 4 Nos
Heavy mazdoor for assisting mason : 4 Nos.
Heavy mazdoor for preparing cement mortar : 2 Nos
Heavy mazdoor for packing mortar : 2 Nos.
Light mazdoor for conveying stone chips : 1 No.
Light mazdoor for conveying mortar : 4 Nos
Light mazdoor for curing and miscellaneous works : 1 No.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Uncoursed rubble stones at quarry cum 27.50 200.00 5500.00
2 Pin header ( Through stone ) 300 mm Nos 200.00 9.00 1800.00
3 Stone chips @ 15 % at quarry cum 4.60 240.00 1104.00
4 Cement kg 3023.00 4.00 12092.00
5 Sand ( screened ) cum 10.70 199.00 2129.30
Total Rs: 22625.30Add for small Tools and Plants @ 1% Rs: 226.25
Add for Contractor's Profit @ 10% Rs: 2262.53
Add for Contractor's Overheads @ 5% Rs: 1131.27
Add Royalty charges on stones @ ( Included in material rate ) Rs: 0.00
Add Royalty charges on Sand @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 26245.35
B. MACHINERY:
Quantity
in Rs.
RatePerticulars
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Sl No Unit Amount
in Rs.
1 5 hp pump ( diesel ) Hour 0.50 7.00 3.50
Fuel / Energy charges Hour 0.50 55.00 27.50
2 Water tanker ( 8000 ltr ) Hour 1.00 268.00 268.00
Fuel / Energy charges Hour 1.00 208.00 208.00
Total Rs: 507.00
Add for small Tools and Plants @ 1% Rs: 5.07
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 23.55
Add for Contractor's Overheads @ 5% Rs: 25.35
Total hire charges of Machinery : Rs: 560.97
C. LABOUR:
Sl No Unit Amount
in Rs.1 Crew for Pump Hour 2.00 35.80 71.60
2 Crew for Water tanker Hour 1.00 56.70 56.70
3 Maistry Day 1.00 141.50 141.50
4 Mason Class II Day 4.00 148.50 594.00
5 Heavy mazdoor Day 8.00 132.00 1056.00
6 Light mazdoor Day 6.00 130.50 783.00
Total Rs: 2702.80
Add for small Tools and Plants @ 1% Rs: 27.03
Add for Contractor's Profit @ 10% Rs: 270.28
Add for hidden cost on Labour @ 15% Rs: 405.42
Add for Contractor's Overheads @ 5% Rs: 135.14
Total cost of Labour : Rs: 3540.67
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 26245.35
B. Hire charges of Machinery Rs: 560.97
C. Cost of Labour Rs: 3540.67
TOTAL Rs: 30346.99
Add for enabling works @ 1.20% Rs: 364.16
Total cost for 100.00 sqm Rs: 30711.15
Rate per sqm Rs: 307.00
Rate approved per sqm Rs: 307.00
NOTE:If 150 mm thick murum bedis to be provided below pitching add Rs: 20.00
( As per rate analysis under item 59 - Note )
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 63
ITEM: Providing and constructing 300 mm thick dry size stone pitching using 200 to 250 mm size
stones with pin headers at 2 per sqm including cost of all materials, labour, hand packing,
finishing etc., complete with initial lead upto 50 m and all lifts.
DATA:Consider 100 sqm dry size stone pitching for rate analysis.
Average 14.2 size stones considered per sqm pitching area.
1. Requirement of materials :
Quantity
Quantity
Rate
in Rs.
Rate
in Rs.
Description
Description
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Size stones 200-250 mm height ( 100 x 14.2 x 0.9 x 1.02 ) : 1304 Nos.
Pin headers @ 2 per sqm ( 100 x 2 ) : 200 Nos
Stone chips @ 15 % ( 100 x 0.15 x 1.02 ) : 4.60 cum
2. Requirement of machinery :
No machinery proposed.
3. Requirement of labour :
Mason Cl II for laying pitching @ 50 sqm / day : 2 Nos
Heavy mazdoor for assisting mason : 4 Nos.
Light mazdoor for conveying stone chips : 1 No.
Light mazdoor for conveying stone chips : 1 No.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.1 Size stones 200-250 mm height Nos 1304.00 6.00 7824.00
2 Pin header ( Through stone ) 300 mm Nos 200.00 9.00 1800.00
3 Stone chips cum 4.60 240.00 1104.00
Total Rs: 10728.00
Add for small Tools and Plants @ 1% Rs: 107.28
Add for Contractor's Profit @ 10% Rs: 1072.80
Add for Contractor's Overheads @ 5% Rs: 536.40
Add Royalty charges on stones @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 12444.48
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total Rs: 0.00
Add for small Tools and Plants @ 1% Rs: 0.00
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00
Add for Contractor's Overheads @ 5% Rs: 0.00
Total hire charges of Machinery : Rs: 0.00
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Maistry Day 1.00 141.50 141.50
2 Mason Class II Day 2.00 148.50 297.00
3 Heavy mazdoor Day 4.00 132.00 528.004 Light mazdoor Day 2.00 130.50 261.00
Total Rs: 1227.50
Add for small Tools and Plants @ 1% Rs: 12.28
Add for Contractor's Profit @ 10% Rs: 122.75
Add for hidden cost on Labour @ 15% Rs: 184.13
Add for Contractor's Overheads @ 5% Rs: 61.38
Total cost of Labour : Rs: 1608.03
Quantity
Quantity
Quantity
Rate
in Rs.
in Rs.
Rate
in Rs.
Rate
Perticulars
Description
Description
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ABSTRACT:
A. Cost of Materials including royalty charges Rs: 12444.48
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1608.03
TOTAL Rs: 14052.51
Add for enabling works @ 1.20% Rs: 168.63
Total cost for 100.00 sqm Rs: 14221.14
Rate per sqm Rs: 142.00
Rate approved per sqm Rs: 142.00
NOTE:If 150 mm thick murum bedis to be provided below pitching add Rs: 20.00
( As per rate analysis under item 59 - Note )
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 64
ITEM: Providing and constructing 450 mm thick dry size stone pitching using 250 to 300 mm size
stones with pin headers at 2 per sqm including cost of all materials, labour, hand packing,
finishing etc., complete with initial lead upto 50 m and all lifts.
DATA:Consider 100 sqm dry size stone pitching for rate analysis.
Average 11.5 size stones considered per sqm pitching area.
1. Requirement of materials :
Size stones 250-300 mm height ( 100 x 11.5 x 0.9 x 1.02 ) : 1056 Nos.
Pin headers @ 2 per sqm ( 100 x 2 ) : 200 Nos
Stone chips @ 15 % ( 100 x 0.45 x 0.15 x 1.02 ) : 6.90 cum
2. Requirement of machinery :
No machinery proposed.
3. Requirement of labour :
Maistry 1 No.
Mason Cl II for laying pitching @ 30 sqm / day : 3.5 Nos
Heavy mazdoor for assisting masons : 7 Nos.
Light mazdoor for conveying stone chips : 2 Nos.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Size stones 250-300 mm height Nos 1056.00 8.00 8448.00
2 Pin headers 450 mm Nos 200.00 13.00 2600.00
3 Stone chips cum 6.90 240.00 1656.00
Total Rs: 12704.00
Add for small Tools and Plants @ 1% Rs: 127.04Add for Contractor's Profit @ 10% Rs: 1270.40
Add for Contractor's Overheads @ 5% Rs: 635.20
Add Royalty charges on stones @ ( Included in material rate ) Rs: 0.00
Total cost of Materials : Rs: 14736.64
B. MACHINERY:
Sl No Unit Amount
in Rs.
Quantity
Quantity Rate
Rate
in Rs.
in Rs.
Description
Perticulars
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1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total Rs: 0.00
Add for small Tools and Plants @ 1% Rs: 0.00
Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00
Add for Contractor's Overheads @ 5% Rs: 0.00
Total hire charges of Machinery : Rs: 0.00
C. LABOUR:
Sl No Unit Amount
in Rs.
1 Maistry Day 1.00 141.50 141.50
2 Mason Class II Day 3.50 148.50 519.75
3 Heavy mazdoor Day 7.00 132.00 924.004 Light mazdoor Day 2.00 130.50 261.00
Total Rs: 1846.25
Add for small Tools and Plants @ 1% Rs: 18.46
Add for Contractor's Profit @ 10% Rs: 184.63
Add for hidden cost on Labour @ 15% Rs: 276.94
Add for Contractor's Overheads @ 5% Rs: 92.31
Total cost of Labour : Rs: 2418.59
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 14736.64
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2418.59
TOTAL Rs: 17155.23
Add for enabling works @ 1.20% Rs: 205.86
Total cost for 100.00 sqm Rs: 17361.09
Rate per sqm Rs: 174.00
Rate approved per sqm Rs: 174.00
NOTE:If 150 mm thick murum bedis to be provided below pitching add Rs: 20.00
( As per rate analysis under item 59 - Note )
SECTION: CANAL AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 65
ITEM: Providing and constructing 300 mm thick size stone pitching using 200 to 250 mm size
stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1:3
proportion including cost of all materials, labour, packing chips and mortar, finishing, curing
etc.complete with initiallead upto 50 m and all lifts.
DATA:Consider 100 sqm size stone pitching in CM 1:5 proportion for rate analysis.
Average 13.5 size stones considered per sqm pitching area allowing 20 mm mortar joints.
1. Requirement of materials :
Size stones 200-250 mm height ( 100 x 13.5 x 0.9 x 1.02 ) : 1240 Nos.
Pin headers( Through stones ) @ 2 per sqm ( 100 x 2 ) : 200 Nos
Stone chips @ 15 % with 2 % wastage ( 100 x 0.3 x 0.15 x 1.02 ) : 4.60 cum
Cement mortar 1 : 5 propn @ 30 % for packing ( 100 x 0.3 x 0.3 ) : 9.00 cum
Quantity Rate
in Rs.
Description
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