Breakup

26.71.2 1025 mm x 1025 mm x 75 mm R.C.C. pit cover

Considering 1 No. pit cover

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Concrete for slab (1:2:4) R.C.C. (1:2:4) for slab: 1 x 3'-5" x 3'-5" x 0'-3" = 2.92 cft 2.92 cft 20355.5 % cft 203.56 594.4
2 Grade 300(300Mpa / 300N/mm2 ≈ 43500psi/40 Grade): BDS- 6935-2006 - B300 and Ratio fy to fu =>1.25 1% re-inforcement in/c fabrication 14.31 lbs 65000 per M. ton 29.48 421.86
3 1/2 " thick plaster (1:4) with N.C.F. 12 mm plaster with n.c.f.: 4 x 3'-5" x 0'-3" + 3'-5" x 3'-5" = 15.12 sft 15.12 sft 28.39 sft 0.28 4.23
4 Ordinary labour Extra labour for placing pit cover Ordinary labour 0.1 no 550 per day 550 55
Sub-Total 1075.49
Contractor's Profit 10% 0.1 107.55
Contractor's Overhead Expenses 3.5% 0.035 37.64
Total 1220.68
Add VAT with adjustment factor. 1.08108 7.5% 0.075 98.97
Grand Total 1319.65
Rate per no 1320
Rate per each 1320
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