Analysis of rates

1. Earth work in excavation2. Earth work in excavation in foundation including filling in trenches upto

30m load 1.5mUnit 1 cum take 10cum

particular Quantity or nos. RateRs ps

CostRs ps

LabourMistri ½ nos 200/day 100.00Majdoor 20 nos 150/day 3000.00Woman coolie 20 nos 110/day 2200.00t&p LS 60/day 60.00

Total=5360.00Add 10% contractor profit =536Grand total=5896Rate per m3= 58.96

3. Cement concrete 1:2:4 Unit 1 cum take 10 cum

particular Quantity or nos RateRs ps

CostRs ps

MaterialStone ballast 8.8 cum 441.30 3883.44Sand coarse 4.4 cum 485.00 2134.00Cement 66 bag 278.7 18394.2Labourmistri ½ nos 200/day 100.00Mason 2 nos 200/day 400.00Mazdoor 12 nos 150/day 1800.00Woman coolie 20 nos 110/day 2200.00Bhisti 6 nos 110/day 660.00Tand p LS 60/day 60.00Form work LS 60/day 60.00

total 29691.64Add 1.5 % water charge =445.37Add 10% contractor profit =2969.10Total =33106.12

Rate per cum =33106.12

4. Cement concrete 1:4:8

Unit 1 cum take 10 cum

particular Quantity or nos RateRs ps

CostRs ps

MaterialStone ballast 40 mm

9.1 cum 441.30 4015.83

Sand coarse 4.55 cum 424.00 1929.2Cement 34 bag 278.7 9475.8Labourmistri ½ nos 200/day 100.00Mason 2 nos 200/day 400.00Mazdoor 12 nos 150/day 1800.00Woman coolie 20 nos 110/day 2200.00Bhisti 6 nos 110/day 660.00Tand p LS 60/day 60.00Form work LS 60/day 60.00

total 20700.83Add 1.5 % water charge =310.51Add 10% contractor profit =2070.08Total =23082.14Rate per cum =2308.2

5. Lime concrete in foundation 1:4:8 Unit 1 cum take 10 cum

particular Quantity or nos RateRs ps

CostRs ps

MaterialStone ballast 40 mm

9.47 cum 441.30 4179.11

Sand coarse 4.74 cum 424.00 2009.76lime 34 bag 256.45 9078.33Labourmistri ½ nos 200/day 100.00Mason 2 nos 200/day 400.00Mazdoor 12 nos 150/day 1800.00

Woman coolie 20 nos 110/day 2200.00Bhisti 6 nos 110/day 660.00Tand p LS 60/day 60.00Form work LS 60/day 60.00

total 20427.2Add 1.5 % water charge =306.40Add 10% contractor profit =2042.7Total =22776.30Rate per cum =2277.6

6. Rcc workRcc work in 1:1.5:3 in beams slabs column sunshade lintel etcUnit 1 cum take 10 cum

particular Quantity or nos RateRs ps

CostRs ps

MaterialStone ballast 20 mm

8.40 cum 572.50 4809.00

Sand coarse 4.20 cum 485.00 2037.00cement 84 bag 278.7 23410.8Mild steel bars @1.5%=0.15 cum

11.77 qtl 3742.9 44053.93

Binding wire 1.5 kg 45.00 67.5total 74378.23

Labourmistri ½ nos 200/day 100.00Mason 2 nos 200/day 400.00Mazdoor 12 nos 150/day 1800.00Woman coolie 20 nos 110/day 2200.00Bhisti 6 nos 110/day 660.00Tand p LS 60/day 60.00Centing and shutteringTimber plunks and balies

L.S 60/day 60.00

Carpainter 10 nos 110/day 1100.00

Nails l.s 60/day 60.00Black smith 8 nos 150/day 1200.00

Total 82018.23Add 1.5 % water charge =1230.27Add 10% contractor profit =8201.8Total =91450.3Rate per cum =9145.03

7. Brick work in super structure First class brick work in super structure 20 x 10 x 10 brick in cement mortar 1:6

particular Quantity or nos RateRs ps

CostRs ps

MaterialBrick 1st class 5000 no. 4.40 22000.00cement 13.5 bag 278.7 3762.45Local sand 2.7 cum 424 1144.80Labourmistri ½ nos 200/day 100.00Mason 2 nos 200/day 400.00Mazdoor 12 nos 150/day 1800.00Woman coolie 20 nos 110/day 2200.00Bhisti 6 nos 110/day 660.00Tand p LS 60/day 60.00Scaffolding LS 150/day 150.00

total 32277.25Add 1.5 % water charge =484.15Add 10% contractor profit =3227.72Total =35989.12Rate per cum =3598.92

8. Brick work in sub structure

particular Quantity or nos RateRs ps

CostRs ps

MaterialBrick 1st class 5000 no. 4.40 22000.00cement 13.5 bag 278.7 3762.45

Local sand 2.7 cum 424 1144.80Labourmistri ½ nos 200/day 100.00Mason 7 nos 200/day 1400.00Mazdoor 12 nos 150/day 1800.00Woman coolie 7 nos 110/day 770.00Bhisti 6 nos 110/day 660.00Tand p LS 60/day 60.00

total 31697.25Add 1.5 % water charge =475.45Add 10% contractor profit =3169.7Total =35340.408Rate per cum =3534.04

9. Damp proof course2.5mm thick dpc with cement concrete 1:2:4Unit sqm =100sqm

particular Quantity or nos RateRs ps

CostRs ps

MaterialStone ballast 12 mm

2.25 cum 368.5 826.13

Sand coarse 1.13 cum 485.00 548.05Cement cem-seal (1kg/bag)

22.5 bag 23.00 517.5

Cement 22.5 bag 278.70 6270.75labourmistri ½ nos 200/day 100.00Mason 2 nos 200/day 400.00Mazdoor 12 nos 150/day 1800.00Woman coolie 20 nos 110/day 2200.00Bhisti 6 nos 110/day 660.00Tand p LS 60/day 60.00Form work LS 60/day 60.00

total 13442.43Add 1.5 % water charge =201.63Add 10% contractor profit =1344.25Total =14988.31Rate per cum =1498.84

10. Plastering 12mm thick plaster with cement mortar Unit sqm =100sqm

particular Quantity or nos RateRs ps

CostRs ps

MaterialCement 9 bag 278.7 2508.31Local sand 1.8 cum 424.00 763.2labourmistri ½ nos 200/day 100.00Mason 2 nos 200/day 400.00Mazdoor 12 nos 150/day 1800.00Bhisti 6 nos 110/day 660.00Tand p LS 60/day 60.00

total 6291.51

Add 1.5 % water charge =94.00Add 10% contractor profit =929.16Total =7314.67Rate per cum =731.47

11. White washingUnit sqm =100sqm

particular Quantity or nos RateRs ps

CostRs ps

MaterialWhite lime 30 kg 6.5 /kg 195.00Glue powder L.S 65.00 65.00Blue pigment colour

L.S 70.00 70.00

labourWhite washer 2 200/day 400.00Collie 2 nos 150/day 300.00Tand p LS 60/day 60.00

total 1090.00Rate /sqm =109 rs

12. Terrazzo floor

-{(1:1.5) cement marble chips}-Unit sqm =100sqm

particular Quantity or nos RateRs ps

CostRs ps

MaterialMarble chips 3mm

10qtl 200/qtl 2000.00

Marble dust 0.04cum

0.576 qtl 170/qtl 97.92

Cement 12 bag 278.70/bag 3344.4labourmistri ½ nos 200/day 100.00Head Mason 1 nos 200/day 400.00Mason 15 nos 200/day 3000.00Mazdoor 12 nos 150/day 1800.00Bhisti 6 nos 110/day 660.00Tand p LS 60/day 60.00Casborendum man

120 nos 150/day 18000.00

total 30552.32

Add 1.5 % water charge =458.28Add 10% contractor profit =3055.24Total =34065.84Rate per cum =3406.59