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Estimate for construction of community hall School para At- Boga Mouza – Boga Jl no - 90 plot no - 145 1. Earth work in excavation of foundation trench or drains in all sorts of soil (including moorum soil but excluding laterite or sand stone) including removing spreading stacking the spoil within a lead of 25M lift 1.5m as directed. necessary trimming the sides of trenches leveling dressing and ramming the bottom boiling out water as required completed. Mixed moorum soil Center line = 2(5.0m+6.0m) +5.0m -1.0m = 25.50m Column 6 x1.2m x1.2mx 1.2m = 10.36m3 Foundation 25.5m x 0.30m x 0.45 m = 3.44m3 @ Rs . 119.27 / cum …Qty =13.8m3…………… ……………………… Rs.1645.90 1. Filling in foundation or plinth by silver sand in layers notexcedding 150 mm .As directed and consolidating same by through saturation with water ramming complete including the cost of supply of sand ( pay master to be made on measurement of finished quantity. Column 6 x1.2m x1.2mx 0.15m = 1.29m3 Foundation 25.5m x 0.30m x 0.15m = 1.14m3 Up to plinth 4.5 m x 3.5m x 0.45m = 7.08m3 Up to plinth4.5mx 1.5m x 0.45m = 3.03m3 Total Qty = 12.54m3 @Rs 375.21/cum ……………………………………………………… …………….Rs.4705.10 2. Single brick flat soling of picked jhama bricks Including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. Column 6 x1.2m x1.2m = 8.64m3 Foundation 25.5m x 0.30m = 7.65m3 Up to plinth 4.5 m x 3.5m = 15.75m3 Up to plinth4.5mx 1.5m = 6.75m3 Total Qty = 38.79m2 @ Rs.293.0/ sqm ……………………………………………… ……………………….. Rs. 11365.40 3. Cement conc with graded stone blast 20 mm size) excluding shuttering (4:2:1)Column 6 x1.2m x1.2mx 0.15m = 1.29m3 Up to plinth 4.5 m x 3.5m x 0.075m = 1.18m3 Up to plinth4.5mx 1.5m x 0.075m = 0.50m3 Total Qty= 2.97m3 @Rs 4162.00/cum ……………………………………………………………………….Rs. 12361.10 4. Brick work with 1st class bricks in cement mortar (6:1) foundation and plinth Fd 25.5 m x 0.25 m x 0.45m = 2.86m3 Ver 2 x 1.5m x 0.25mx 0.6m = 0.45m3 Stair 5.0m x 0.6m x 0.6m = 1.8m3 Total Qty = 5.11m3 @ Rs 4473.00/cum ……………………………………….….Rs 22857.00 6 Brick work with 1st class bricks in superstructure and Para pit wall (1:6) Room 17.0m x 0.250m x 2.75m = 11.68m3 Ver 8.5m x 0.25m x0.60m = 1.27m3 Parapit 21.0m x 0.250m x .3m = 1.57m3 Less door 1x(2.0m x 0.25m x 1.2m) = 0.6m3 Less window = 4 x 1.2m x 0.25m x 0.9m = 1.08m3 Total net Qty = (14.51m3- 1.68m3) = 12.83m3 @ Rs 4696.00/cum ……………………………………………………………….. …..Rs.60249.60 7. 25 mm thick damp proofe course with cement conc with stone chips (4:2:1) and admixture of water proofing compound as per manufactures specification over a coat of polymer based paint dabulechequered complete as directed. ( cost of water proofing compound & polymer based paint to be paid separately). 25.5m x0 .25m = 6.37m2 @ Rs 185.00/sqm ………………………………………………………………….Rs 1178.40 8. Ordinary cement concrete (3:1.5:1) M-20 with graded stone chips (20 mm down excluding shuttering and reinforcement if any)in ground floor as per I S 456-2000 with local hard block stone variety chips(crusher broken) Column 6 x 1.2m x1.2m x0.15m = 1.29m3 Column 6 x 0.375m x0.25m x1.2m = 0.675m3 Gurder 25.5m x 0.25m x0.3m = 1.912m3 Lintel 25.5m x 0.250m x 0.15m = 0.95m3 Roof 5.0m x 6.0m x 0.125m = 3.75m3 Total = 8.57m3 @ 4833.00 /cum ………………………………………………..………………………....Rs. 41418.80 9. Reinforcement for reinforced cement conc work in the all sorts of structer including distribution bars stirrups Binder etc including supply of roads initial straightening And removal of loose rust (if necessary) cutting of Requisite length hooking and binding to correct shape Placing in proper position and binding with 16 gauge Black annelid wire at every inter section complete as per drawing & direction . Tor steel= 8.57m3 x 1.1% x 7850kg = 740.00kg @ Rs 55.62/ kg……………………………………………………….Rs. 41158.80 10. Hire and labour charge for shuttering with centering withn necessary staging up to 4m Gurder 2 x25.5m x 0.3m = 15.3m2 lintel 2 x25.5m x0.15m = 7.65m2 roof slab 5.0m x 6.

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