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8/13/2019 Data Rates-Dam Works-Part 9
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DAM ALLIED WORKS
RATE ANALYSIS UNIT : 100.00 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Coarse aggregate 40-20 mm ( 85 % ) cum 86.70 381.00 33032.70
2 Coarse aggregate 20-10 mm ( 15 % ) cum 15.30 520.00 7956.00
Total Rs: 40988.70
Add for small Tools and Plants @ 1% Rs: 409.89
Add for Contractor's Profit @ 10% Rs: 4098.87
Add for Contractor's Overheads @ 5% Rs: 2049.44
Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00
Add royalty charges on CA @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 47546.89
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 Heavy mazdoor Day 20.00 132.00 2640.00
3 Light mazdoor Day 20.00 130.50 2610.00
Total Rs: 5391.50
Add for small Tools and Plants @ 1% Rs: 53.92
Add for Contractor's Profit @ 10% Rs: 539.15
Add for hidden cost on Labour @ 15% Rs: 808.73
Add for additional hidden cost on labour @ 5% Rs: 269.58
Add for Contractor's Overheads @ 5% Rs: 269.58
Total cost of Labour : Rs: 7332.44
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 47546.89
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 7332.44
54879.33Add for enabling works @ 1.40% Rs: 768.31
Total cost for 100.00 cum Rs: 55647.64
Rate per cum Rs: 556.00
Rate approved per cum Rs: 556.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 53.e
ITEM: Providing and constructing 80 mm down coarse aggregate layer for vertical / inclined
Rate
in Rs.
Description Quantity Rate
Perticulars Quantity
in Rs.
TOTAL Rs:
in Rs.
Description Quantity Rate
160
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DAM ALLIED WORKS
graded filter media consisting of sand and coarse aggregate layers using approved materials
satisfying specified filter creteria as per specifications including cost of all materials, machinery,
labour, laying to required slope, compaction etc., complete with initiallead upto 50 m and all
lifts.
DATA:Consider 100 cum 80 mm down coarse aggregate layer for filter drain:
Hearting embankment 80 mm down coarse aggregate filter layer
Casing embankment
1. Requirement of materials :
Quantity of 80-20 mm filter aggregate. ( 100 x 1.02 ) : 102.00 cum
80-20 mm filter shall contain 90 % 80-40 mm & 10 % 40-20 mm
2. Requirement of machinery :No machinery is required.
3. Requirement of workforce ( other than machinery crew ) :
For conveying & laying 80-20 mm CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 20 Nos.
Light mazdoor : 20 Nos.
Maistry : 1 No.
RATE ANALYSIS UNIT : 100.00 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Coarse aggregate 80-40 mm ( 90 % ) cum 91.80 267.00 24510.60
2 Coarse aggregate 40-20 mm ( 10 % ) cum 10.20 381.00 3886.20
Total Rs: 28396.80
Add for small Tools and Plants @ 1% Rs: 283.97
Add for Contractor's Profit @ 10% Rs: 2839.68
Add for Contractor's Overheads @ 5% Rs: 1419.84
Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00
Add royalty charges on CA @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 32940.29
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total Rs: 0.00Add 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.
SKETCH SHOWING DETAILS OF INCLINED FILTER
Perticulars Quantity
in Rs.
Rate
Description Quantity Rate
in Rs.
Description Quantity Rate
in Rs.
161
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DAM ALLIED WORKS
1 Maistry Day 1.00 141.50 141.50
2 Heavy mazdoor Day 20.00 132.00 2640.00
3 Light mazdoor Day 20.00 130.50 2610.00
Total Rs: 5391.50
Add for small Tools and Plants @ 1% Rs: 53.92
Add for Contractor's Profit @ 10% Rs: 539.15
Add for hidden cost on Labour @ 15% Rs: 808.73
Add for additional hidden cost on labour @ 5% Rs: 269.58
Add for Contractor's Overheads @ 5% Rs: 269.58
Total cost of Labour : Rs: 7332.44
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 32940.29
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 7332.44
40272.73Add for enabling works @ 1.40% Rs: 563.82
Total cost for 100.00 cum Rs: 40836.55
Rate per cum Rs: 408.00
Rate approved per cum Rs: 408.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 54
ITEM: Providing and constructing graded filter media below and behind rock-toeconsisting of
200 mm thick sand, 250 mm thick 20 - 4.75 mm and 400 mm thick 80 - 20 mm size graded
coarse aggregates satisfying filter creteria as per specifications including cost of all materials,
labour, machinery, laying to required slope, compaction etc., complete with initial lead upto
50 m and all lifts.
DATA:Total thickness of filter : 850 mm
Thickness of sand layers : 200 mm
Thickness of 20 mm down CA layers : 250 mm
Thickness of 80-20 mm CA filter : 400 mm
Consider 100 cum filter drain:
Area of filter behind rock-toe :
Sand layer 20 cm thick ( 3.5 x 0.2 ) : 0.70 sqm
20 mm down filter 25 cm thick ( 3.9 x 0.25 ) : 0.98 sqm
80 mm down filter 40 cm thick ( 4.2 x 0.4 ) : 1.68 sqm
Area of filter below rock-toe :
Sand layer 20 cm thick ( 11.2 x 0.2 ) : 2.24 sqm
20 mm down filter 25 cm thick ( 10.8 x 0.25 ) : 2.70 sqm
80 mm down filter 40 cm thick ( 10.5 x 0.4 ) : 4.20 sqm
Total : 12.50 sqmLength of filter drain for 100 cum ( 100 / 12.50 ) : 8.00 m
200 mm Sand filter
250 mm 20 mm down filter
Embankment 1 1.5m
1 2
1
TOTAL Rs:
162
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DAM ALLIED WORKS
Rock-toe 3 m
GL
200 mm Sand
400 mm 80 mm down filter 250 mm 20 mm down filter
1. Requirement of materials :
Quantity of 80-20 mm filter CA ( 1.68+4.20 ) x 8 x 1.02 ) : 48.00 cum
80-20 mm filter shall contain 90 % 80-40 mm & 10 % 40-20 mm
Quantity of 20 mm down filter CA ( 0.98+2.70 ) x 8 x 1.02 ) : 30.00 cum
20 mm down filter shall contain 75 % 20-10 mm & 25 % 10 mm down
Quantity of filter sand. ( 0.70+2.24 ) x 8 x 1.02 ) : 24.00 cum
2. Requirement of machinery :
No machinery is required.
3. Requirement of workforce ( other than machinery crew ) :
For conveying & laying sand ( 1 heavy & 1 light mazdoor : 6 cum / day ).
Heavy mazdoor : 4 Nos.
Light mazdoor : 4 Nos.
For conveying & laying 20 mm down CA ( 1 heavy & 1 light mazdoor : 6 cum / day ).
Heavy mazdoor : 5 Nos.
Light mazdoor : 5 Nos.
For conveying & laying 80-20 mm CA ( 1 heavy & 1 light mazdoor : 6 cum / day ).
Heavy mazdoor : 8 Nos.
Light mazdoor : 8 Nos.
Maistry : 1 No.
RATE ANALYSIS UNIT : 100.00 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Sand ( unscreened ) cum 24.00 154.00 3696.00
2 Coarse aggregate 80-40 mm cum 43.20 267.00 11534.40
3 Coarse aggregate 40-20 mm cum 4.80 381.00 1828.80
4 Coarse aggregate 20-10 mm cum 22.50 520.00 11700.00
5 Coarse aggregate 10 mm down cum 7.50 669.00 5017.50
Total Rs: 33776.70
Add for small Tools and Plants @ 1% Rs: 337.77Add for Contractor's Profit @ 10% Rs: 3377.67
Add for Contractor's Overheads @ 5% Rs: 1688.84
Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00
Add royalty charges on CA @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 39180.97
B. MACHINERY:
Sl No Unit AmountDescription
Perticulars
Quantity
Quantity
Rate
SKETCH SHOWING DETAILS OF FILTER BELOW & BEHIND ROCK-TOE
Rate
in Rs.
163
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DAM ALLIED WORKS
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 Heavy mazdoor Day 17.00 132.00 2244.00
3 Light mazdoor Day 17.00 130.50 2218.50
Total Rs: 4604.00Add for small Tools and Plants @ 1% Rs: 46.04
Add for Contractor's Profit @ 10% Rs: 460.40
Add for hidden cost on Labour @ 15% Rs: 690.60
Add for additional hidden cost on labour @ 5% Rs: 230.20
Add for Contractor's Overheads @ 5% Rs: 230.20
Total cost of Labour : Rs: 6261.44
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 39180.97
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 6261.44
45442.41
Add for enabling works @ 1.40% Rs: 636.19
Total cost for 100.00 cum Rs: 46078.61
Rate per cum Rs: 461.00
Rate approved per cum Rs: 461.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 55
ITEM: Providing and laying filter media consisting of 2 layers of 250 gsm poly-propeline non-woven
filter fabric and 400 mm thick20 mm down graded coarse aggregate for vertical / inclined /
horizontal filter blanket for embankment including cost of all materials, machinery, labour etc.,
complete withlead upto 50 m for aggregate and all leads for fabric and all lifts.
DATA:Consider 100 sqm filter blanket laying.
FRL Filter fabric 250 gsm 20 mm down aggregate 400 mm thick
MDDL
U / S embankment D / S embankment
Rock-toe
Description Quantity
in Rs.
Rate
in Rs.
TOTAL Rs:
164
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DAM ALLIED WORKS
O
Stripped level
1. Requirement of materials :
Filter fabric with 10 % for lapping and wastage ( 2 x 100 x 1.10 ) : 220.00 sqm
20 mm down aggregate with 2 % wastage ( 100 x 0.4 x 1.02 ) : 41.00 cum
2. Requirement of machinery :
No machinery is required.
3. Requirement of workforce ( other than machinery crew ) :
1 heavy mazdoor & 1 light mazdoor for laying filter @ 6 cum / day.
Maistry : 1 No.
Heavy mazdoor : 7 Nos.
Light mazdoor : 7 Nos.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 PP filter fabric 250 gsm sqm 220.00 180.00 39600.00
2 20 - 10 mm CA @ 75 % cum 30.80 520.00 16016.00
10 mm down CA @ 25 % cum 10.20 669.00 6823.80
Total Rs: 62439.80
Add for small Tools and Plants @ 1% Rs: 624.40
Add for Contractor's Profit @ 10% Rs: 6243.98
Add for Contractor's Overheads @ 5% Rs: 3121.99
Add Royalty charges on CA @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 72430.17
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 Amountin Rs.
1 Maistry Day 1.00 141.50 141.50
2 Heavy mazdoor Day 7.00 132.00 924.00
3 Light mazdoor Day 7.00 130.50 913.50
Total Rs: 1979.00
Add for small Tools and Plants @ 1% Rs: 19.79
Add for Contractor's Profit @ 10% Rs: 197.90
Add for hidden cost on Labour @ 15% Rs: 296.85
Description
Perticulars
SKETCH SHOWING FILTER MEDIA USING FILTER FABRIC
in Rs.
Quantity Rate
Quantity
Description
Rate
in Rs.
in Rs.
Quantity Rate
165
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DAM ALLIED WORKS
Add for additional hidden cost on Labour @ 5% Rs: 98.95
Add for Contractor's Overheads @ 5% Rs: 98.95
Total cost of Labour : Rs: 2691.44
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 72430.17
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2691.44
75121.61
Add for enabling works @ 1.40% Rs: 1051.70
Total cost for 100.00 sqm Rs: 76173.31
Rate per sqm Rs: 762.00
Rate approved per sqm Rs: 762.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 56
ITEM: Providing and constructing 450 mm thick chimney filter using clean approved sand satisfying
filter creteria including cost of all materials, machinery, labour, compacting etc., complete with
initial lead upto 50 m and all lifts.
DATA:Thickness of sand filter : 450 mm
Consider 100 cum chimney filter:
1. Requirement of materials :
Requirement of materials with 5 % extra for compaction and wastage:
Sand satisfying filter creteria ( 100 x 1.05 ) : 105.00 cum
2. Requirement of machinery :
No machinery is required.
3. Requirement of workforce ( other than machinery crew ) :
For conveying & laying sand ( 1 heavy & 1 light mazdoor 7 cum / day ).
Maistry : 1 No.
Heavy mazdoor : 15 Nos.
Light mazdoor : 15 Nos.
RATE ANALYSIS UNIT : 100.00 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Sand ( unscreened ) cum 105.00 154.00 16170.00
0.00 0.00 0.00
Total Rs: 16170.00
Add for small Tools and Plants @ 1% Rs: 161.70
Add for Contractor's Profit @ 10% Rs: 1617.00
Add for Contractor's Overheads @ 5% Rs: 808.50Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 18757.20
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Perticulars
Description
TOTAL Rs:
in Rs.
Rate
Quantity
Quantity
Rate
in Rs.
166
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DAM ALLIED WORKS
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 Heavy mazdoor Day 15.00 132.00 1980.00
3 Light mazdoor Day 15.00 130.50 1957.50
Total Rs: 4079.00
Add for small Tools and Plants @ 1% Rs: 40.79
Add for Contractor's Profit @ 10% Rs: 407.90
Add for hidden cost on Labour @ 15% Rs: 611.85Add for additional hidden cost on labour @ 5% Rs: 203.95
Add for Contractor's Overheads @ 5% Rs: 203.95
Total cost of Labour : Rs: 5547.44
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 18757.20
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 5547.44
24304.64
Add for enabling works @ 1.40% Rs: 340.26
Total cost for 100.00 cum Rs: 24644.90
Rate per cum Rs: 246.00
Rate approved per cum Rs: 246.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 57
ITEM: Providing and constructing 900 mm thick transition cum filter media behind rockfillusing
approved sand and 80 to20 mm and 20 mm down graded aggregates satisfying the filter creteria
in layers of 300 mm thickness each as per specifications including cost of all materials,
machinery, labour, laying each layer to required slope, compaction etc., complete with initial
lead upto 50 m and all lifts.
DATA:Total thickness of filter : 900 mm
Thickness of sand layer : 300 mm
Thickness of 20 mm down CA layer : 300 mm
Thickness of 80-20 mm CA layer : 300 mm
80 mm down filter layer20 mm down filter layer
Sand filter layer
Compacted impervious earth fill
Graded rock fill
Description
SKETCH SHOWING TRANSITION FILTER BETWEEN EARTH & ROCK FILL
Quantity
TOTAL Rs:
in Rs.
Rate
167
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DAM ALLIED WORKS
Consider 100 cum filter drain:
Total thickness of filter drain : 0.90 m
Area of filter drain for 100 cum 100 / 0.90 : 111.10 sqm
1. Requirement of materials :
Quantity of 80-20 mm filter aggregate. ( 111.1 x 0.3 x 1.02 ) : 34.00 cum
80-20 mm filter shall contain 90 % 80-40 mm & 10 % 40-20 mm.
Quantity of 20 mm down filter aggregate. ( 111.1 x 0.3 x 1.02 ) : 34.00 cum
20 mm down filter shall contain 75 % 20-10 mm & 25 % 10 mm down.
Quantity of filter sand. ( 111.1 x 0.3 x 1.02 ) : 34.00 cum
2. Requirement of machinery :
No machinery is required.
3. Requirement of workforce ( other than machinery crew ) : For conveying & laying sand ( 1 heavy & 1 light 6 cum / day ).
Heavy mazdoor : 6 Nos.
Light mazdoor : 6 Nos.
For conveying & laying 20 mm down CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 7 Nos.
Light mazdoor : 7 Nos.
For conveying & laying 80-20 mm CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 7 Nos.
Light mazdoor : 7 Nos.
Maistry : 1 No.
RATE ANALYSIS UNIT : 100.00 cum
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Sand ( unscreened ) cum 34.00 154.00 5236.00
2 Coarse aggregate 80-40 mm cum 30.60 267.00 8170.20
3 Coarse aggregate 40-20 mm cum 3.40 381.00 1295.40
4 Coarse aggregate 20-10 mm cum 25.50 520.00 13260.00
5 Coarse aggregate 10 mm down cum 8.50 669.00 5686.50
Total Rs: 33648.10
Add for small Tools and Plants @ 1% Rs: 336.48
Add for Contractor's Profit @ 10% Rs: 3364.81
Add for Contractor's Overheads @ 5% Rs: 1682.41
Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00
Add royalty charges on CA @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 39031.80
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
Description
Perticulars Quantity Rate
in Rs.
in Rs.
Quantity Rate
168
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DAM ALLIED WORKS
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 Heavy mazdoor Day 20.00 132.00 2640.00
3 Light mazdoor Day 20.00 130.50 2610.00
Total Rs: 5391.50
Add for small Tools and Plants @ 1% Rs: 53.92
Add for Contractor's Profit @ 10% Rs: 539.15
Add for hidden cost on Labour @ 15% Rs: 808.73
Add for additional hidden cost on labour @ 5% Rs: 269.58
Add for Contractor's Overheads @ 5% Rs: 269.58Total cost of Labour : Rs: 7332.44
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 39031.80
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 7332.44
46364.24
Add for enabling works @ 1.40% Rs: 649.10
Total cost for 100.00 cum Rs: 47013.34
Rate per cum Rs: 470.00
Rate approved per cum Rs: 470.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 58
ITEM: Providing and constructing 600 mm thick hand packed rough stone revetmentwith 650 to
750 mm long through stones at 1.50 m c / c over a backing of 450 mm thick graded filter
media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of
150 mm thick each including cost of all materials, machinery, labour, laying to required slopes,
wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.
DATA:Total thickness of revetment : 1.05 m
Thickness of sand layer : 150 mm
Thickness of 10 mm down CA layer : 150 mm
Thickness of 40 mm CA layer : 150 mm
Thickness of rough stone layer : 600 mm
Consider 100 sqm revetment area:
1. Requirement of materials :Rough stones 300 to 450 mm long ( 100 x 0.96 x 0.6 x 1.02 ) : 58.75 cum
Through stones 650 to 750 mm long @ 1.5 m interval ( 100 / 2.25 ) : 44 Nos
Stone chips @ 15 percent of stone ( 58.75 x 0.15 ) : 8.80 cum
40 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
10 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
sand filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
2. Requirement of machinery :
No machinery is required.
Description
TOTAL Rs:
Quantity Rate
in Rs.
169
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DAM ALLIED WORKS
3. Requirement of workforce ( other than machinery crew ) :
For assessing labour average height between berms is considered.
For conveying & laying sand ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For conveying & laying 10 mm down CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For conveying & laying 40-20 mm CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For conveying & laying stone / chips
Masom Class-II @ 10 sqm / day : 10 Nos.
Heavy mazdoor for supplying stones @ 5 cum / day : 12 Nos.
Heavy mazdoor for supplying chips @ 5 cum / day : 2 Nos
Heavy mazdoor for wedging chips and miscellaneous : 1 No.Maistry : 1 No.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Sand ( unscreened ) cum 15.30 154.00 2356.20
2 Coarse aggregate 10 mm down cum 15.30 669.00 10235.70
3 Coarse aggregate 40-20 mm cum 15.30 381.00 5829.30
4 Stone chips cum 8.80 240.00 2112.00
5 Rough stone(rubble) 300 to 450 mm long cum 58.75 200.00 11750.00
6 Through stones 650 to 750 mm long Nos 44.00 18.00 792.00
Total Rs: 33075.20
Add for small Tools and Plants @ 1% Rs: 330.75
Add for Contractor's Profit @ 10% Rs: 3307.52
Add for Contractor's Overheads @ 5% Rs: 1653.76
Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00
Add royalty charges on CA @ ( Included in material rate) Rs: 0.00
Add royalty charges on Stone @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 38367.23
B. MACHINERY:
Sl No Unit Amount
in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total Rs: 0.00Add 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.
Perticulars
Description
Description
Rate
Rate
in Rs.
in Rs.
Quantity
Quantity Rate
Quantity
in Rs.
170
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DAM ALLIED WORKS
1 Maistry Day 1.00 141.50 141.50
Contd
C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
2 Mason Class-II Day 10.00 148.50 1485.00
3 Heavy mazdoor Day 24.00 132.00 3168.00
4 Light mazdoor Day 9.00 130.50 1174.50
Total Rs: 5969.00
Add for small Tools and Plants @ 1% Rs: 59.69
Add for Contractor's Profit @ 10% Rs: 596.90
Add for hidden cost on Labour @ 15% Rs: 895.35
Add for additional hidden cost on labour @ 5% Rs: 298.45
Add for Contractor's Overheads @ 5% Rs: 298.45
Total cost of Labour : Rs: 8117.84
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 38367.23
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 8117.84
46485.07
Add for enabling works @ 1.40% Rs: 650.79
Total cost for 100.00 sqm Rs: 47135.86
Rate per sqm Rs: 471.00
Rate approved per sqm Rs: 471.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 59
ITEM: Providing and constructing 600 mm thick hand packed rough stone revetment with 650 to
750 mm long through stones at 1.50 m c / c over a backing of 600 mm thick graded filter
media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of
200 mm thick each including cost of all materials, machinery, labour, laying to required slopes,
wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.
DATA:Total thickness of revetment : 1.20 m
Thickness of sand layer : 200 mm
Thickness of 10 mm down CA layer : 200 mm
Thickness of 40 mm CA layer : 200 mm
Thickness of rough stone layer : 600 mm
Consider 100 sqm revetment area:
1. Requirement of materials :
Rough stones 300 to 450 mm long ( 100 x 0.96 x 0.6 x 1.02 ) : 58.75 cumThrough stones 650 to 750 mm long @ 1.5 m interval ( 100 / 2.25 ) : 44 Nos
Stone chips @ 15 percent of stone ( 58.75 x 0.15 ) : 8.80 cum
40 mm down filter backing ( 100 x 0.2 x 1.02 ) : 20.40 cum
10 mm down filter backing ( 100 x 0.2 x 1.02 ) : 20.40 cum
sand filter backing ( 100 x 0.2 x 1.02 ) : 20.40 cum
2. Requirement of machinery :
No machinery is required.
3. Requirement of workforce ( other than machinery crew ) :
Description Quantity Rate
in Rs.
TOTAL Rs:
171
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For assessing labour average height between berms is considered.
For conveying & laying sand ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 4 Nos.
Light mazdoor : 4 Nos.
For conveying & laying 10 mm down CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 4 Nos.
Light mazdoor : 4 Nos.
For conveying & laying 40-20 mm CA ( 2 heavy & 2 light 5 cum / day ).
Heavy mazdoor : 4 Nos.
Light mazdoor : 4 Nos.
For conveying & laying stone / chips
Masom Class-II @ 10 sqm / day : 10 Nos.
Heavy mazdoor for supplying stones @ 5 cum / day : 12 Nos.
Heavy mazdoor for supplying chips @ 5 cum / day : 2 Nos
Heavy mazdoor for wedging chips and miscellaneous : 1 No.
Maistry : 1 No. RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Sand ( unscreened ) cum 20.40 154.00 3141.60
2 Coarse aggregate 10 mm down cum 20.40 669.00 13647.60
3 Coarse aggregate 40-20 mm cum 20.40 381.00 7772.40
4 Stone chips cum 8.80 240.00 2112.00
5 Rough stone(rubble) 300 to 450 mm long cum 58.75 200.00 11750.00
6 Through stones 650 to 750 mm long Nos 44.00 18.00 792.00
Total Rs: 39215.60
Add for small Tools and Plants @ 1% Rs: 392.16
Add for Contractor's Profit @ 10% Rs: 3921.56
Add for Contractor's Overheads @ 5% Rs: 1960.78
Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00
Add royalty charges on CA @ ( Included in material rate) Rs: 0.00
Add royalty charges on Stone @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 45490.10
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: 0.00Add 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
Contd
Quantity Rate
QuantityDescription
Description
Perticulars
in Rs.
Rate
Quantity Rate
in Rs.
in Rs.
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C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
2 Mason Class-II Day 10.00 148.50 1485.00
3 Heavy mazdoor Day 27.00 132.00 3564.00
4 Light mazdoor Day 12.00 130.50 1566.00
Total Rs: 6756.50
Add for small Tools and Plants @ 1% Rs: 67.57
Add for Contractor's Profit @ 10% Rs: 675.65
Add for hidden cost on Labour @ 15% Rs: 1013.48
Add for additional hidden cost on labour @ 5% Rs: 337.83
Add for Contractor's Overheads @ 5% Rs: 337.83
Total cost of Labour : Rs: 9188.84
ABSTRACT:A. Cost of Materials including royalty charges Rs: 45490.10
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 9188.84
54678.94
Add for enabling works @ 1.40% Rs: 765.51
Total cost for 100.00 sqm Rs: 55444.44
Rate per sqm Rs: 554.00
Rate approved per sqm Rs: 554.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 60
ITEM: Providing and constructing 600 mm thick hand packed rough stone riprap over a backing
of 450 mm thick graded filter media consisting of sand, 10 mm and 40 mm size graded
approved aggregates laid in layers of 150 mm thick each including cost of all materials,
machinery, labour, laying to required slopes, wedging with stone chips etc.,complete with initial
lead upto 50 m and all lifts.
DATA:Total thickness of riprap : 1.05 m
Thickness of sand layer : 150 mm
Thickness of 10 mm down CA layer : 150 mm
Thickness of 40 mm CA layer : 150 mm
Thickness of rough stone layer : 600 mm
Consider 100 sqm riprap area:
1. Requirement of materials :
Rough stones ( 100 x 0.60 x 1.02 ) : 61.20 cum
Stone chips @ 15 percent of stone ( 61.2 x 0.15 ) : 9.20 cum
40 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum10 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
sand filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
2. Requirement of machinery :
No machinery is required.
3. Requirement of workforce ( other than machinery crew ) :
For assessing labour average height between berms is considered.
For conveying & laying sand ( 1 heavy & 1 light 5 cum / day ).
Description Quantity Rate
in Rs.
TOTAL Rs:
173
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Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For conveying & laying 10 mm down CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For conveying & laying 40-20 mm CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For conveying & laying stone / chips
Masom Class-II for laying riprap ( 25 sqm / day ) : 4 Nos.
Heavy mazdoor for supplying stones / chips @ 7 cum / day : 10 Nos.
Maistry : 1 No.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.1 Sand ( unscreened ) cum 15.30 154.00 2356.20
2 Coarse aggregate 10 mm down cum 15.30 669.00 10235.70
3 Coarse aggregate 40-20 mm cum 15.30 381.00 5829.30
4 Stone chips cum 9.20 240.00 2208.00
5 Rough stones ( rubble ) cum 61.20 200.00 12240.00
Total Rs: 32869.20
Add for small Tools and Plants @ 1% Rs: 328.69
Add for Contractor's Profit @ 10% Rs: 3286.92
Add for Contractor's Overheads @ 5% Rs: 1643.46
Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00
Add royalty charges on CA @ ( Included in material rate) Rs: 0.00
Add royalty charges on Stone @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 38128.27
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 Amountin Rs.
1 Maistry Day 1.00 141.50 141.50
2 Mason Class-II Day 4.00 148.50 594.00
3 Heavy mazdoor Day 19.00 132.00 2508.00
Contd
Description
Description
Perticulars
in Rs.
Quantity Ratein Rs.
Quantity Rate
Quantity Rate
in Rs.
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C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
4 Light mazdoor Day 9.00 130.50 1174.50
Total Rs: 4418.00
Add for small Tools and Plants @ 1% Rs: 44.18
Add for Contractor's Profit @ 10% Rs: 441.80
Add for hidden cost on Labour @ 15% Rs: 662.70
Add for additional hidden cost on labour @ 5% Rs: 220.90
Add for Contractor's Overheads @ 5% Rs: 220.90
Total cost of Labour : Rs: 6008.48
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 38128.27
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 6008.48
44136.75Add for enabling works @ 1.40% Rs: 617.91
Total cost for 100.00 sqm Rs: 44754.67
Rate per sqm Rs: 448.00
Rate approved per sqm Rs: 448.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 61
ITEM: Providing and constructing 750 mm thick hand packed rough stone riprapover a backing
of 450 mm thick graded filter media consisting of sand, 10 mm and 40 mm size graded
approved aggregates laid in layers of 150 mm thick each including cost of all materials, labour,
machinery, laying to required slopes, wedging with stone chips, etc., complete with initial lead
upto 50 m and all lifts.
DATA:Total thickness of riprap : 1.20 m
Thickness of sand layer : 150 mm
Thickness of 10 mm down CA layer : 150 mm
Thickness of 40 mm CA layer : 150 mm
Thickness of rough stone layer : 750 mm
Consider 100 sqm riprap area:
1. Requirement of materials :
Rough stones ( 100 x 0.75 x 1.02 ) : 76.50 cum
Stone chips @ 15 percent of stone ( 76.5 x 0.15 ) : 11.50 cum
40 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
10 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
sand filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
2. Requirement of machinery :
No machinery is required.3. Requirement of workforce ( other than machinery crew ) :
For assessing labour average height between berms is considered.
For conveying & laying sand ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
Quantity Rate
in Rs.
Description
TOTAL Rs:
175
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For conveying & laying 10 mm down CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For conveying & laying 40-20 mm CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For conveying & laying stone / chips
Masom Class-II for laying riprap ( 20 sqm / day ) : 5 Nos.
Heavy mazdoor for supplying stones / chips @ 7 cum / day : 12 Nos.
Maistry : 1 No.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Sand ( unscreened ) cum 15.30 154.00 2356.20
2 Coarse aggregate 10 mm down cum 15.30 669.00 10235.70
3 Coarse aggregate 40-20 mm cum 15.30 381.00 5829.30
4 Stone chips cum 11.50 240.00 2760.005 Rough stones ( rubble ) cum 76.50 200.00 15300.00
Total Rs: 36481.20
Add for small Tools and Plants @ 1% Rs: 364.81
Add for Contractor's Profit @ 10% Rs: 3648.12
Add for Contractor's Overheads @ 5% Rs: 1824.06
Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00
Add royalty charges on CA @ ( Included in material rate) Rs: 0.00
Add royalty charges on Stone @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 42318.19
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 5.00 148.50 742.50
3 Heavy mazdoor Day 21.00 132.00 2772.004 Light mazdoor Day 9.00 130.50 1174.50
Total Rs: 4830.50
Add for small Tools and Plants @ 1% Rs: 48.31
Contd
Perticulars
Description
Description
in Rs.
Quantity Rate
in Rs.
Quantity Rate
Quantity Rate
in Rs.
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C. LABOUR ( Contd ) :
Sl No Unit Amount
in Rs.
Contd
Add for Contractor's Profit @ 10% Rs: 483.05
Add for hidden cost on Labour @ 15% Rs: 724.58
Add for additional hidden cost on labour @ 5% Rs: 241.53
Add for Contractor's Overheads @ 5% Rs: 241.53
Total cost of Labour : Rs: 6569.48
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 42318.19
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 6569.48
48887.67
Add for enabling works @ 1.40% Rs: 684.43
Total cost for 100.00 sqm Rs: 49572.10
Rate per sqm Rs: 496.00
Rate approved per sqm Rs: 496.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 62
ITEM: Providing and constructing 900 mm thick hand packed rough stone riprapover a backing of
450 mm thick graded filter media consisting of sand, 10 mm and 40 mm size graded
approved aggregates laid in layers of 150 mm thick each including cost of all materials,
machinery, labour, laying to required slopes, wedging with stone chips etc.,complete with initial
lead upto 50 m and all lifts.
DATA:Total thickness of riprap : 1.35 m
Thickness of sand layer : 150 mm
Thickness of 10 mm down CA layer : 150 mm
Thickness of 40 mm CA layer : 150 mm
Thickness of rough stone layer : 900 mm
Consider 100 sqm riprap area:
1. Requirement of materials :
Rough stones ( 100 x 0.9 x 1.02 ) : 91.80 cum
Stone chips @ 15 percent of stone ( 91.8 x 0.15 ) : 13.75 cum
40 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
10 mm down filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
sand filter backing ( 100 x 0.15 x 1.02 ) : 15.30 cum
2. Requirement of machinery :
No machinery is required.
3. Requirement of workforce ( other than machinery crew ) :
For assessing labour average height between berms is considered.
For conveying & laying sand ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.For conveying & laying 10 mm down CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos
Light mazdoor : 3 Nos
in Rs.
Description Quantity Rate
TOTAL Rs:
177
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For conveying & laying 40-20 mm CA ( 1 heavy & 1 light 5 cum / day ).
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For conveying & laying stone / chips
Masom Class-II @ 15 sqm / day : 7 Nos.
Heavy mazdoor for supplying stones / chips @ 7 cum / day : 15 Nos.
Maistry : 1 No.
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Sand ( unscreened ) cum 15.30 154.00 2356.20
2 Coarse aggregate 10 mm down cum 15.30 669.00 10235.70
3 Coarse aggregate 40-20 mm cum 15.30 381.00 5829.30
4 Stone chips cum 13.75 240.00 3300.00
5 Rough stones ( rubble ) cum 91.80 200.00 18360.00
Total Rs: 40081.20
Add for small Tools and Plants @ 1% Rs: 400.81
Add for Contractor's Profit @ 10% Rs: 4008.12
Add for Contractor's Overheads @ 5% Rs: 2004.06
Add royalty charges on Sand @ ( Included in material rate) Rs: 0.00Add royalty charges on CA @ ( Included in material rate) Rs: 0.00
Add royalty charges on Stone @ ( Included in material rate) Rs: 0.00
Total cost of Materials : Rs: 46494.19
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 7.00 148.50 1039.50
3 Heavy mazdoor Day 24.00 132.00 3168.00
4 Light mazdoor Day 9.00 130.50 1174.50
Total Rs: 5523.50
Add for small Tools and Plants @ 1% Rs: 55.24
Add for Contractor's Profit @ 10% Rs: 552.35
Add for hidden cost on Labour @ 15% Rs: 828.53
Add for additional hidden cost on labour @ 5% Rs: 276.18Add for Contractor's Overheads @ 5% Rs: 276.18
Total cost of Labour : Rs: 7511.96
ABSTRACT:
Perticulars
Description
Description
in Rs.
in Rs.
Quantity Rate
Quantity Rate
Quantity Rate
in Rs.
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A. Cost of Materials including royalty charges Rs: 46494.19
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 7511.96
54006.15
Add for enabling works @ 1.40% Rs: 756.09
Total cost for 100.00 sqm Rs: 54762.24
Rate per sqm Rs: 548.00
Rate approved per sqm Rs: 548.00
SECTION: DAM AND ALLIED WORKS. YEAR : 2010-11 ITEM No: 63
ITEM: Providing and laying Hariyalaor other approved quality turfingsods for the slopes of earthen
embankments over 20 mm thick sand backing including cost of all materials, machinery,
labour including preparing surface, spreading sand including tamping, watering for 15 days etc.,
complete with initiallead upto 1 km and all lifts.
DATA:Consider 100 sqm turfing area:
Consider double bullock cart with 2 trips per day for conveyance of sods.
1. Requirement of materials:
Quantity of sand for spreading ( 20 mm thick ) ( 100 x 0.02 ) : 2 .00 cum
Quantity of Hariyala sods : 100.00 sqm2. Requirement of machinery :
No machinery is required.
3. Requirement of workforce ( other than machinery crew ) :
For removing and loading sods.
Heavy mazdoor : 3 Nos.
Light mazdoor : 3 Nos.
For un-loading and laying sods.
Heavy mazdoor : 4 Nos.
Light mazdoor : 3 Nos.
For surface preparation to lay sods.
Heavy mazdoor : 1 No.
Light mazdoor : 1 No.
For watering for 15 days ( 1 light mazdoor 500 sqm / day )
Light mazdoor : 1 Nos.
Double bullock cart ( 2 trips / day ) : 3 days
RATE ANALYSIS UNIT : 100.00 sqm
A. MATERIALS:
Sl No Unit Amount
in Rs.
1 Sand ( unscreened ) cum 2.00 154.00 308.00
2 Hariyala turfing sods sqm 100.00 15.00 1500.00
Total Rs: 1808.00
Add for small Tools and Plants @ 1% Rs: 18.08
Add for Contractor's Profit @ 10% Rs: 180.80
Add for Contractor's Overheads @ 5% Rs: 90.40
Add royalty charges on Sand @ ( Included in material rate ) Rs: 0.00Total cost of Materials : Rs: 2097.28
B. MACHINERY:
Sl No Unit AmountDescription
Perticulars
Quantity Rate
Quantity Rate
in Rs.
TOTAL Rs:
179
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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 Cartman with double bullock cart Day 3.00 178.50 535.50
2 Heavy mazdoor Day 8.00 132.00 1056.00
3 Light mazdoor Day 8.00 130.50 1044.00
Total Rs: 2635.50
Add for small Tools and Plants @ 1% Rs: 26.36
Add for Contractor's Profit @ 10% Rs: 263.55
Add for hidden cost on Labour @ 15% Rs: 395.33
Add for additional hidden cost on labour @ 5% Rs: 131.78
Add for Contractor's Overheads @ 5% Rs: 131.78Total cost of Labour : Rs: 3584.28
ABSTRACT:
A. Cost of Materials including royalty charges Rs: 2097.28
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 3584.28
5681.56
Add for enabling works @ 1.40% Rs: 79.54
Total cost for 100.00 sqm Rs: 5761.10
Rate per sqm Rs: 58.00
Rate approved per sqm Rs: 58.00
in Rs.
QuantityDescription
TOTAL Rs:
Rate
in Rs.