Considering area 1x5'-0''x2'-6''=12.50Sft
| SL | Item Name | Quantity | Unit | Item Rate (Taka) | Item Unit | Unit Price (Taka) | Sub Total (Taka) | |
|---|---|---|---|---|---|---|---|---|
| 1 | M.S. angle, T and Z-section, Channel etc. (a)Cost of materials: i)25mmx25mmx5mm M.S angle Outer frame:((3x5'-0''= 15rft + 2x2'-6''=5rft)=20rft + Add 5% wastage=1rft)=21rft =6.40rm x1.766 kg/rm = 11.30kg | 11.3 | kg | 70000 | per M. ton | 70 | 791 | |
| 2 | 18/20/22 BWG MS Sheet/plate ii)25mmx18mm M.S sheet box section 2mm thick(3''c/c): 21x0'-4''x3'-0''= 21sft + Add 5% wastage= 1.05sft)=22.05sft=2.05sqm x 16kg/sqm = 32.80kg | 32.8 | kg | 77000 | per M. ton | 77 | 2525.6 | |
| 3 | M.S. plain bar and F.I. bar (non-structural use) iii)Flat bar (20mm x 20mm x 3mm) (2x5'-0''= 10 rft + Add 5% wastage=0.50rft)=10.5rft =3.20rm x 0.471kg/rm = 1.51kg | 1.51 | kg | 70000 | per M. ton | 70 | 105.7 | |
| 4 | Workshop charges (for making M.S sheet into box and fitting to the angle including cutting, welding, grinding,welder, helper, etc. all accessories) | LS | 3000 | |||||
| 5 | Carrying Charge for steel materials from market to work shop in/c loading and unloading | LS | 1000 | |||||
| 6 | Fittings & fixing at the site in/c making hole, concreting, anchoring, welding, scaffolding, etc. | LS | 700 | |||||
| Sub-Total | 8122.3 | |||||||
| Contractor's Profit | 10% | 0.1 | 812.23 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 284.28 | |||||
| Total | 9218.81 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 747.47 | ||||
| Grand Total | 9966.28 | |||||||
| Rate per sft | 797.28 | |||||||
| Rate per sqm | 8581.92 | |||||||
