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08.1.3 Grade 500 (B500DWR: complying BDS ISO 6935-2:2016 / ASTM A615) ribbed or deformed bar produced and marked according to Bangladesh standard, with minimum yield strength, fy (ReH)= 500 MPa and whatever is the yield strength within allowable limit as per BNBC/ ACI 318, the ratio of ultimate tensile strength fu to actual yield strength fy, shall be at least 1.25 and minimum elongation after fracture and minimum total elongation at maximum force is 17% and 8% respectively : up to ground floor.(To be used for pile work, earth retaining wall, boundary wall, water reservoir & other structures as per instruction of concerned design division)

Considering 1000 kg of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Grade 500(500Mpa), BDS-6935-2016 and ratio fy to fu => 1.25 M.S. rod: 500 grade in/c 1% wastage 1010 kg 68000 per M. ton 68 68680
2 G.I. wire G.I. wire 10 kg 120 per kg 120 1200
3 Rod binder Rod binder 2 no 700 per day 700 1400
4 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Helper to rod binder 9 no 550 per day 550 4950
5 Ordinary labour Local carriage, T & P etc. 1 LS 550 per day 1100 1100
Sub-Total 77330
Contractor's Profit 10% 0.1 7733
Contractor's Overhead Expenses 3.5% 0.035 2706.55
Total 87769.55
Add VAT with adjustment factor. 1.08108 7.5% 0.075 7116.44
Grand Total 94885.99
Rate per kg 94.89
Rate per per kg 94.89
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