civil engineering-Rate Analysis

Civil Engineering Practice

RATE ANALYSIS PCC (1:2:4) (Manual):-

Wet PCC = 10 Factor = 1.54 Dry 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 = 0.7day/ = .7x(10+15.4)/2 = 8.89 days Machinery:Viberator = 1 hour for 10 = 0.125 days Sr# Resources Quantity Unit Time (Day) Rate Amount (Rs) Material 62.85714 Bags 300 18857.14 1 Cement Sand 4.4 212 932.8 Crush 8.8 1167 10269.6 Man Power Mason 1 1 600 600 1 21.3 150 3195 2 Water Man Simple Labour 1 8.89 250 2222.5 Machinery 1 0.125 1600 200 3 Viberator Expanses On Material, Labour & Machinery 36277.04 Miscellaneous Water Charges

Sundries @7.5% Of Sum Of Resources Cost Without the Profit Of Contractor Profit @10% Total Amount For 10 of PCC(1:2:4) Tota Totall Amou Amount nt For For 1 of PCC( PCC(1: 1:2: 2:4) 4)

400 36677.04 2750.778 39427.82 3942.782 43370.6 4337. 4337.06 06

Tota Totall Amou Amount nt For For 1

122.7933

4

5 6

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of PCC PCC(1 (1:2 :2:4 :4))


PCC (1:3:6) (Manual):-

Wet PCC = 10 Factor = 1.54 Dry PCC = 15.4 Material:Cement = 1x15.4/ (10x.035) = 44 bags Sand = 4.62 Crush = 9.24 Labour:Mason = 0.1 day/ = 1 day Waterman = 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) Material Cement 44 Bags 300 13200 1 Sand 4.62 212 979.44 Crush 9.24 1167 10783.08 Man Power Mason 1 1 600 600 1 21.3 150 3195 2 Water Man Simple Labour 1 8.89 250 2222.5 Machinery 1 0.125 1600 200 3 Viberator Expanses On Material, Labour & Machinery 31180.02 Miscellenous Water Charges

Sundries @7.5% Of Sum Of Resources Cost Without the Profit Of Contractor Profit @10% Total Amount For 10 Of PCC(1:3:6) Total Amount For 1 of PCC(1:3:6)

400 31580.02 2368.502 33948.52 3394.852 37343.37 3734.337

Total Amount For 1

105.7287

4

5 6

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of PCC(1:3:6)


PCC (1:4:8) (Manual):-

Wet PCC = 10 Factor = 1.54 Dry PCC = 15.4 Material:Cement = 1x15.4/(13x.035) = 33.85 bags Sand = 4.74 Crush = 9.48 Labour:Mason = 0.1 day/ = 1 day Waterman = 2.13 day/ =21.3 days Labour = 0.7day/ = .7x(10+15.4)/2 = 8.89 days

Sr# Resources Quantity Unit Time (Day) Material Cement 33.84615 Bags 1 Sand 4.738462 Crush 9.476923 Man Power Mason 1 1 1 21.3 2 Water Man Simple Labour 1 8.89 Machinery 1 0.125 3 Viberator Expanses On Material, Labour & Machinery Miscellaneous Water Charges 4 Sundries @7.5% Of Sum Of Resources Cost Without the Profit Of Contractor 5 Profit @10% Total Amount For 10 of PCC(1:4:8) of PCC(1:4:8) 6 Total Amount For 1 Total Amount For 1

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of PCC(1:4:8)

Rate

Amount (Rs) 300 212 1167

10153.85 1004.554 11059.57

600 150 250

600 3195 2222.5

1600

200 28435.47 400 28835.47 2162.66 30998.13 3099.813 34097.94 3409.794 96.54004

Civil Engineering Practice PCC (1:2:4) (Mechanical):-

Wet PCC = 10 Factor = 1.54 Dry 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 Material 62.85714 Bags 1 Cement Sand 4.4 Crush 8.8 Man Power Mason 1 1 2 Water Man Simple Labour 1 Machinery 3 Concrete Mixer + Lift Arrangement Viberator 1 Expanses On Material, Labour & Machinery Miscellaneous Water Charges 4 Sundries @7.5% Of Sum Of Resources Cost Without the Profit Of Contractor 5 Profit @10% Total Amount For 10 of PCC(1:2:4) of PCC(1:2:4) 6 Total Amount For 1 Total Amount For 1

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of PCC(1:2:4)

Time (Day) -

Rate

Amount (Rs)

300 212 1167

18857.14 932.8 10269.6

1 21.3 3

600 150 250

600 3195 750

0.45 0.125

18000 1600

8100 200 42904.54 400 43304.54 3247.841 46552.38 4655.238 51207.62 5120.762 144.9819

Civil Engineering Practice RCC (1:2:4) ( Mechanical):-

Wet RCC = 10 Factor = 1.50 Dry PCC = 15.0 Material:Cement = 62.857 bags Sand = 4.4 Crush = 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 Material Cement 61.22449 Bags 4.285714 1 Sand Crush 8.571429 Steel 785 Kg Man Power Mason 1 1 2 Water Man Simple Labour 1 Steel Cutter / Binder 1 Steel Fixer 1 Machinery 3 Concrete Mixer + Lift Arrangement Viberator 1 Expanses On Material, Labour & Machinery Miscellanous Water Charges 4 Sundries @ 8% Of Sum Of Resources Cost Without the Profit Of Contractor Profit @10% 5 Total Amount For 10 of RCC(1:2:4) Total Amount For 1 of RCC(1:2:4) Total Amount For 1 www.onlinecivil.tk

of RCC(1:2:4)

Time (Day) -

Rate

Amount (Rs)

300 212 1167 60

18367.35 908.5714 10002.86 47100

1 21.3 3 3.14 0.785

600 150 250 600 600

600 3195 750 1884 471

0.45 0.125

18000 1600

8100 200 91578.78 400 91978.78 7358.302 99337.08 9933.708 109270.8 10927.08 309.3737

Civil Engineering Practice RCC (1:1.5:3) ( Mechanical):-

Wet RCC = 10 Factor = 1.50 Dry PCC = 15.0 Material:Cement = 77.92 bags Sand = 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/day Machinery:Viberator = 1 hour for 10 Concrete Mixer + Lift Arrangement = 0.45days Sr# Resources Quantity Unit Material Cement 77.92208 Bags 4.090909 1 Sand Crush 8.181818 Steel 1570 Kg Man Power Mason 1 1 2 Water Man Simple Labour 1 Steel Cutter / Binder 1 Steel Fixer 1 Machinery 3 Concrete Mixer + Lift Arrangement Viberator 1 Expanses On Material, Labour & Machinery Miscellanous Water Charges

-

Rate

Amount (Rs)

300 212 1167 60

23376.62 867.2727 9548.182 94200

1 21.3 3 6.28 1.57

600 150 250 600 600

600 3195 750 3768 942

0.45 0.125

18000 1600

8100 200 145547.1

Sundries @ 8% Of Sum Of Resources Cost Without the Profit Of Contractor Profit @10% Total Amount For 10 of RCC(1:1.5:3) Total Amount For 1 of RCC(1:1.5:3)

400 145947.1 11675.77 157622.8 15762.28 173385.1 17338.51

Total Amount For 1 of RCC(1:1.5:3)

490.8979

4

5

Time (Day)

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SHUTTERING (Steel):-

The Quantity of Shuttering = 10 Rate of Shuttering & Supports per day = 45 Rs/ = 485 Rs/ Sr# 1

Resources Man Power Carpenter Labour

Quantity Unit 1 1

Time (Day)

Amount (Rs)

0.3 0.45

600 250

180 112.5

9

484.5

Sundries @7.5% of Sum Of Resources Cost Without the Profit Of Contractor Profit @10% Total Amount For 10 of Steel Shuttering Total Amount For 1 of Steel Shuttering

43605 43897.5 3292.313 47189.81 4718.981 51908.79 5190.879

Total Amount For 1

482.2014

Miscellaneous Shuttering Plates

-

Rate

10

2

3 4

of Steel Shuttering

SHUTTERING (Wood):-

The Quantity of Shuttering = 10 Rate of Shuttering & Supports per day = 25 Rs/ = 269.124 Rs/ Sr# 1

Resources Man Power Carpenter Labour Miscellanous Shuttering Plates

Quantity Unit 1 1

Time (Day)

-

4

Amount (Rs)

0.3 0.45

600 250

180 112.5

9

269.124

Sundries @7.5% of Sum Of Resources Cost Without the Profit Of Contractor Profit @10% Total Amount For 10 of Steel Shuttering Total Amount For 1 of Steel Shuttering

24221.16 24513.66 1838.525 26352.19 2635.219 28987.41 2898.741

Total Amount For 1

269.2755

10

2

3

Rate

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of Steel Shuttering

civil engineering-Rate Analysis

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