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10.35 Providing bearing joints fixed or free with 250 mm x 375 mm x 10 mm M.S. (Grade - A36) plate fitted in the truss angles with 16 mm diameter M.S. rod counter sunk rivets, welded and anchored to 250 x 375 x 10 mm. M.S. plate by two Nos. 19 mm dia M.S. “U” rod embedded in the bed of the lintel around the reinforcement, cleaning and greasing the joints for all floors etc. all complete and accepted by the Engineer-in-charge

Considering 1 No. shoe plate

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 18/20/22 BWG MS Sheet/plate Cost of 10 mm thick shoe plate: @ 15.31 Ib per sft 2 x 0'-10" x 1'-3" = 2.08 sft = 31Ib 31.84 lb 77000 per M. ton 34.92 1111.85
2 Grade 400/420(400Mpa / 400N/mm2 ≈ 60900psi/ 60 Grade), BDS-6935-2006, B400: and ratio fy to fu => 1.25 Cost of 2 nos 19 mm anchor rods: @ 1.5 Ib per rft 2 x 4'-0" =8rft =12Ibs 12 lbs 72000 per M. ton 32.65 391.8
3 Counter-sunk rivets for shoe-plate Cost of counter sunk revets 10 nos 55 each 55 550
4 Ordinary labour Fabrication and fixing in position 1 LS 550 per day 343.75 343.75
Sub-Total 2397.4
Contractor's Profit 10% 0.1 239.74
Contractor's Overhead Expenses 3.5% 0.035 83.91
Total 2721.05
Add VAT with adjustment factor. 1.08108 7.5% 0.075 220.63
Grand Total 2941.68
Rate per no 2942
Rate per per no 2942
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