civil engineering-Rate Analysis
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Transcript of civil engineering-Rate Analysis
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RATE ANALYSISPCC (1:2:4) (Manual):-
Wet PCC = 10
Factor = 1.54
Dry PCC = 15.4Material:-
Cement = 1x15.4/(7x.035)= 62.857 bags
Sand = 4.4
Crush = 8.8
Labour:-Mason = 0.1 day/
= 1 day
Waterman = 2.13 day/
=21.3 daysLabour = 0.7day/
= .7x(10+15.4)/2
= 8.89 daysMachinery:-
Viberator = 1 hour for 10
= 0.125 days
Sr# Resources Quantity Unit Time (Day) Rate Amount (Rs)
1
Material
Cement 62.85714 Bags - 300 18857.14
Sand 4.4 - 212 932.8
Crush 8.8 - 1167 10269.6
2
Man Power
Mason 1 - 1 600 600
Water Man 1 - 21.3 150 3195
Simple Labour 1 - 8.89 250 2222.5
3
Machinery
Viberator 1 - 0.125 1600 200
Expanses On Material, Labour & Machinery 36277.04
4
Miscellaneous
Water Charges 400
36677.04
Sundries @7.5% Of Sum Of Resources 2750.778Cost Without the Profit Of Contractor 39427.82
5 Profit @10% 3942.782
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Total Amount For 10 of PCC(1:2:4) 43370.6
Total Amount For 1 of PCC(1:2:4) 4337.06
Total Amount For 1 of PCC(1:2:4) 122.7933
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PCC (1:3:6) (Manual):-
Wet PCC = 10Factor = 1.54
Dry PCC = 15.4
Material:-Cement = 1x15.4/ (10x.035)
= 44 bags
Sand = 4.62Crush = 9.24
Labour:-
Mason = 0.1 day/
= 1 dayWaterman = 2.13 day/
=21.3 days
Labour = 0.7day/
= .7x(10+15.4)/2= 8.89 days
Sr# Resources Quantity Unit Time (Day) Rate Amount (Rs)
1
Material
Cement 44 Bags - 300 13200
Sand 4.62 - 212 979.44
Crush 9.24 - 1167 10783.08
2
Man Power
Mason 1 - 1 600 600
Water Man 1 - 21.3 150 3195Simple Labour 1 - 8.89 250 2222.5
3
Machinery
Viberator 1 - 0.125 1600 200
Expanses On Material, Labour & Machinery 31180.02
4
Miscellenous
Water Charges 400
31580.02
Sundries @7.5% Of Sum Of Resources 2368.502
Cost Without the Profit Of Contractor 33948.52
5 Profit @10% 3394.852
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Total Amount For 10 Of PCC(1:3:6) 37343.37
Total Amount For 1 of PCC(1:3:6) 3734.337
Total Amount For 1 of PCC(1:3:6) 105.7287
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PCC (1:4:8) (Manual):-
Wet PCC = 10Factor = 1.54
Dry PCC = 15.4
Material:-Cement = 1x15.4/(13x.035)
= 33.85 bags
Sand = 4.74Crush = 9.48
Labour:-
Mason = 0.1 day/
= 1 dayWaterman = 2.13 day/
=21.3 days
Labour = 0.7day/
= .7x(10+15.4)/2= 8.89 days
Sr# Resources Quantity Unit Time (Day) Rate Amount (Rs)
1
Material
Cement 33.84615 Bags - 300 10153.85
Sand 4.738462 - 212 1004.554
Crush 9.476923 - 1167 11059.57
2
Man Power
Mason 1 - 1 600 600
Water Man 1 - 21.3 150 3195Simple Labour 1 - 8.89 250 2222.5
3
Machinery
Viberator 1 - 0.125 1600 200
Expanses On Material, Labour & Machinery 28435.47
4
Miscellaneous
Water Charges 400
28835.47
Sundries @7.5% Of Sum Of Resources 2162.66
Cost Without the Profit Of Contractor 30998.13
5 Profit @10% 3099.813
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Total Amount For 10 of PCC(1:4:8) 34097.94
Total Amount For 1 of PCC(1:4:8) 3409.794
Total Amount For 1 of PCC(1:4:8) 96.54004
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PCC (1:2:4) (Mechanical):-
Wet PCC = 10
Factor = 1.54Dry PCC = 15.4
Material:-
Cement = 1x15.4/(7x.035)= 62.857 bags
Sand = 4.4
Crush = 8.8
Labour:-Mason = 0.1 day/
= 1 day
Waterman = 2.13 day/=21.3 days
Labour = 0.3day/
= 3 days
Machinery:-Viberator = 1 hour for 10
= 0.125 days
Concrete Mixer + Lift Arrangement = 0.45days
Sr# Resources Quantity Unit Time (Day) Rate Amount (Rs)
1
Material
Cement 62.85714 Bags - 300 18857.14
Sand 4.4 - 212 932.8
Crush 8.8 - 1167 10269.6
2
Man Power
Mason 1 - 1 600 600Water Man 1 - 21.3 150 3195
Simple Labour 1 - 3 250 750
3
Machinery
Concrete Mixer + Lift Arrangement 0.45 18000 8100
Viberator 1 - 0.125 1600 200
Expanses On Material, Labour & Machinery 42904.54
4
Miscellaneous
Water Charges 400
43304.54
Sundries @7.5% Of Sum Of Resources 3247.841
Cost Without the Profit Of Contractor 46552.38
5 Profit @10% 4655.238
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Total Amount For 10 of PCC(1:2:4) 51207.62
Total Amount For 1 of PCC(1:2:4) 5120.762
Total Amount For 1 of PCC(1:2:4) 144.9819
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RCC (1:2:4) (Mechanical):-
Wet RCC = 10
Factor = 1.50
Dry PCC = 15.0
Material:-Cement = 62.857 bags
Sand = 4.4Crush = 8.8
Steel = 1% volume of concrete
= 10/100x1x7850= 785 kg
Labour:-
Mason = 0.1 day/
Waterman = 2.13 day/Labour = 0.3day/
Steel Cutter = 250 kg/day
Steel fixer = 1000kg/day
Machinery:-Viberator = 1 hour for 10
= 0.125 days
Concrete Mixer + Lift Arrangement = 0.45days
Sr# Resources Quantity Unit Time (Day) Rate Amount (Rs)
1
Material
Cement 61.22449 Bags - 300 18367.35
Sand 4.285714 - 212 908.5714
Crush 8.571429 - 1167 10002.86
Steel 785 Kg - 60 47100
2
Man PowerMason 1 - 1 600 600
Water Man 1 - 21.3 150 3195
Simple Labour 1 - 3 250 750
Steel Cutter / Binder 1 - 3.14 600 1884
Steel Fixer 1 - 0.785 600 471
3
Machinery
Concrete Mixer + Lift Arrangement 0.45 18000 8100
Viberator 1 - 0.125 1600 200
Expanses On Material, Labour & Machinery 91578.78
4
MiscellanousWater Charges 400
91978.78
Sundries @ 8% Of Sum Of Resources 7358.302
Cost Without the Profit Of Contractor 99337.08
5
Profit @10% 9933.708
Total Amount For 10 of RCC(1:2:4) 109270.8
Total Amount For 1 of RCC(1:2:4) 10927.08
Total Amount For 1 of RCC(1:2:4) 309.3737
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RCC (1:1.5:3) (Mechanical):-
Wet RCC = 10
Factor = 1.50Dry PCC = 15.0
Material:-
Cement = 77.92 bagsSand = 4.09
Crush = 8.18
Steel = 2% volume of concrete= 10/100x2x7850
= 1570 kg
Labour:-
Mason = 0.1 day/Waterman = 2.13 day/
Labour = 0.3day/
Steel Cutter = 250 kg/day
Steel fixer = 1000kg/dayMachinery:-Viberator = 1 hour for 10
Concrete Mixer + Lift Arrangement = 0.45days
Sr# Resources Quantity Unit Time (Day) Rate Amount (Rs)
1
Material
Cement 77.92208 Bags - 300 23376.62
Sand 4.090909 - 212 867.2727
Crush 8.181818 - 1167 9548.182
Steel 1570 Kg - 60 94200
2
Man PowerMason 1 - 1 600 600
Water Man 1 - 21.3 150 3195
Simple Labour 1 - 3 250 750
Steel Cutter / Binder 1 - 6.28 600 3768
Steel Fixer 1 - 1.57 600 942
3
Machinery
Concrete Mixer + Lift Arrangement 0.45 18000 8100
Viberator 1 - 0.125 1600 200
Expanses On Material, Labour & Machinery 145547.1
4
MiscellanousWater Charges 400
145947.1
Sundries @ 8% Of Sum Of Resources 11675.77
Cost Without the Profit Of Contractor 157622.8
5
Profit @10% 15762.28
Total Amount For 10 of RCC(1:1.5:3) 173385.1
Total Amount For 1 of RCC(1:1.5:3) 17338.51
Total Amount For 1 of RCC(1:1.5:3) 490.8979
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SHUTTERING (Steel):-
The Quantity of Shuttering = 10
Rate of Shuttering & Supports per day = 45 Rs/= 485 Rs/
Sr# Resources Quantity Unit Time (Day) Rate Amount (Rs)
1
Man Power
Carpenter 1 - 0.3 600 180
Labour 1 - 0.45 250 112.5
2
Miscellaneous
Shuttering Plates 10 9 484.5 43605
43897.5
Sundries @7.5% of Sum Of Resources 3292.313
Cost Without the Profit Of Contractor 47189.81
3 Profit @10% 4718.981
4
Total Amount For 10 of Steel Shuttering 51908.79
Total Amount For 1 of Steel Shuttering 5190.879
Total Amount For 1 of Steel Shuttering 482.2014
SHUTTERING (Wood):-
The Quantity of Shuttering = 10
Rate of Shuttering & Supports per day = 25 Rs/
= 269.124 Rs/
Sr# Resources Quantity Unit Time (Day) Rate Amount (Rs)
1
Man Power
Carpenter 1 - 0.3 600 180
Labour 1 - 0.45 250 112.5
2
Miscellanous
Shuttering Plates 10 9 269.124 24221.16
24513.66
Sundries @7.5% of Sum Of Resources 1838.525
Cost Without the Profit Of Contractor 26352.193 Profit @10% 2635.219
4
Total Amount For 10 of Steel Shuttering 28987.41
Total Amount For 1 of Steel Shuttering 2898.741
Total Amount For 1 of Steel Shuttering 269.2755
