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09.13 Pre-cast pile shoe making & supplying pre-fabricated frustum of square cone having four sides and a toe made of 6 mm thick ASTM A36 complied MS steel plate jointed by line welding, 4 nos 12 mm dia deformed MS bar jointed by line welding with MS plate along the four edges of shoe aligning the corner main bar of the pile and 1-12mm dia bar to fix with and perpendicular to shoe toe plate aligning centre of pile, including cutting, shaping, sizing of MS plate and bar, all complete as per design & drawing and accepted by the Engineer-in-charge

Considering 1 No. of pile

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 18/20/22 BWG MS Sheet/plate 6 mm thick plate: 4 x 8" x 7" = 1.56 sft Add wastage 5% = 0.08 sft = 1.64 sft @ 10.20 Ib per sft= 16.73 Ibs 16.73 lbs 77000 per M. ton 34.92 584.21
2 Grade 300(300Mpa / 300N/mm2 ≈ 43500psi/40 Grade): BDS- 6935-2006 - B300 and Ratio fy to fu =>1.25 12 mm dia M.S. rod connected with M.S. plate: 5 x 2'-6" = 12.50 rft = 13.00 Ibs 13 lbs 65000 per M. ton 29.48 383.24
3 Line welding (at field) Cost of welding, grinding etc 56 inch 5 per inch 5 280
4 Ordinary labour Manufacturing cost for making, fitting and fixing of pile shoe including cutting, shaping, sizing of M.S. plate 1 LS 550 per day 1100 1100
5 Ordinary labour Local carriage, sundries and T & P etc. 1 LS 550 per day 275 275
Sub-Total 2622.45
Contractor's Profit 10% 0.1 262.25
Contractor's Overhead Expenses 3.5% 0.035 91.79
Total 2976.49
Add VAT with adjustment factor. 1.08108 7.5% 0.075 241.34
Grand Total 3217.83
Rate per each 3218
Rate per each 3218
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