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09.22.1 Casting of 180 mm x 180 mm x 7.6 m Pile with reinforced cement concrete (1:1.25:2.5) with stone chips

Also considering 100 cft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 (1:1.25:2.5) with CRUSHED STONE CHIPS and 100% sand of F.M. 2.2 Cost of Concrete 100 cft 30980.2 % cft 309.8 30980
2 Laying concrete (600 cft per day using one mixture machine) Cost for laying/placing concrete 100 cft 3332.5 % cft 33.33 3333
3 18/20/22 BWG MS Sheet/plate Cost of shuttering (for 39 No. of pile) Assuming 7" x 7" x 25'-0" pile Concrete: 39 x 7" x 7" x 25'-0"= 331.77 cft Cost of steel shuttering: 14 BWG steel sheet: @ 3.05 Ib per sft Sides: 40 x 25'-0" x 0'-7" = 583.33 sft Add 5% wastage= 29.17 sft = 612.50 sft = 1868.13 Ibs 1868.13 lbs 77000 per M. ton 34.92 65235.1
4 M.S. angle, T and Z-section, Channel etc. 1.5" x 1.5" x 1/8" M.S. angle for frame: @ 1.22 Ib per rft Horizontal: 2 x 40 x 25'-0"= 2000.00 rft Vertical: 26 x 40 x 0'-7"= 606.67 rft = 2606.67 rft Add 5% wastage= 130.3335 rft = 2737.00 rft = 3339.14 Ibs 3339.14 Ibs 70000 per M. ton 31.75 106017.69
5 M.S. plain bar and F.I. bar (non-structural use) 1" x 3/16 F.I. bar: @ 0.64 Ib per rft Stiffner: 13 x 20 x 0'- 10"= 216.67 rft Add 5% wastage= 10.83 rft = 227.50 rft = 145.60 Ibs 145.6 Ibs 70000 per M. ton 31.75 4622.8
6 Nut-bolts, J-hooks etc. Cost of nuts & bolts: @ 3.5 kg per % sft steel shuter 20 kg 160 per kg 160 3200
7 Making steel shutter for formwork Manufacturing, fitting and fixing frame in/c drilling holes, welding & supplying of chemical etc. 583.33 sft 90 per sft 90 52499.7
8 Placing and removing of shutter for formwork Labour for fitting and fixing steel shuttering in position as required. 40 x 25'-0" x 0'-7"= 583.33 sft 583.33 sft 18 per sft 12 6999.96
9 Jute hessian (for making formwork water-tight) Hessian tap for making shutter water-proof 583.33 sft 3 per sft 1.5 875
10 Ordinary labour Curing 583.33 sft 550 per day 4.58 2671.65
11 One layer brick-flat soling D. Cost of bed preparation Area: 30'-0" x 27'-0"= 810 sft Concrete: 39 x 7" x 7" x 25'-0= 331.77 cft (a) One layer brick flat soling: 810 sft 810 sft 36.19 % sft 0.36 291.6
12 1/2 " thick plaster (1:4) with N.C.F. One layer brick flat soling: 1/2 thick cement plaster with neat cement finishing: 810 sft 28.39 sft 28.39 22995.9
13 Polythene sheet laying Polythene as separator between pile layers during casting concrete 810 sft 354.72 % sft 3.55 2875.5
Sub-Total 302597.9
Contractor's Profit 10% 0.1 30259.79
Contractor's Overhead Expenses 3.5% 0.035 10590.93
Total 343448.62
Add VAT with adjustment factor. 1.08108 7.5% 0.075 27847.16
Grand Total 371295.78
Rate per cft 3712.96
Rate per cum 131123.18
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