Breakup

26.71.1 900 mm x 900 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: 3'-2" x 3'-2" x 0'-3"= 2.51 cft 2.51 cft 20355.5 % cft 203.56 510.94
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 12.3 lbs 65000 per M. ton 29.48 362.6
3 1/2 " thick plaster (1:4) with N.C.F. 12 mm plaster with n.c.f.: 4 x 3'-2" x 0'-3" + 3'-2" x 3'-2"= 13.22 sft 13.22 sft 28.39 sft 0.28 3.7
4 Ordinary labour Extra labour for placing pit cover Ordinary labour 0.1 no 550 per day 550 55
Sub-Total 932.24
Contractor's Profit 10% 0.1 93.22
Contractor's Overhead Expenses 3.5% 0.035 32.63
Total 1058.09
Add VAT with adjustment factor. 1.08108 7.5% 0.075 85.79
Grand Total 1143.88
Rate per no 1144
Rate per each 1144
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