Breakup

26.71.3 1100 mm x 1100 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'-8" x 3'-8" x 0'-3"= 3.37 cft 3.37 cft 20355.5 % cft 203.56 686
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 16.51 lbs 65000 per M. ton 29.48 486.71
3 1/2 " thick plaster (1:4) with N.C.F. 12 mm plaster with n.c.f.: 4 x 3'-8" x 0'-3" + 3'-8" x 3'-8"= 17.14 sft 17.14 sft 28.39 sft 0.28 4.8
4 Ordinary labour Extra labour for placing pit cover Ordinary labour 0.1 no 550 per day 550 55
Sub-Total 1232.51
Contractor's Profit 10% 0.1 123.25
Contractor's Overhead Expenses 3.5% 0.035 43.14
Total 1398.9
Add VAT with adjustment factor. 1.08108 7.5% 0.075 113.42
Grand Total 1512.32
Rate per no 1512
Rate per each 1512
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