Considering 1 No. door frame 3'-0" x 7'-0" frame = 17.00 rft of work
| SL | Item Name | Quantity | Unit | Item Rate (Taka) | Item Unit | Unit Price (Taka) | Sub Total (Taka) | |
|---|---|---|---|---|---|---|---|---|
| 1 | M.S. plain bar and F.I. bar (non-structural use) 1.5" x 1.5" x 1/4" angle: @ 2.34 Ibs per rft Frame: 3'-0" + (2 x 7'-0") = 17.00 rft Clamp: 6 x 0'-5" = 2.52 rft = 19.52 rft Add wastage 5% = 0.98 rft = 20.50 rft = 47.97 Ibs | 47.97 | lbs | 70000 | per M. ton | 31.75 | 1523.05 | |
| 2 | 100 mm long iron hinges 4" long iron hinge | 4 | nos | 57 | each | 57 | 228 | |
| 3 | Fabrication of light section steel Labour for fabrication: | 47.97 | lbs | 360 | per 50 kg | 3.27 | 156.86 | |
| 4 | Line welding (at field) Cost of welding Frame: 2 x 4 x 1.5" = 12.00 inch Clamp: 6 x 4 x 1.5" = 36.00 inch Hinge: 4 x (2 x 2"+4") = 32.00 inch = 80.00 inch | 80 | inch | 5 | per inch | 5 | 400 | |
| 5 | Mason / Mosaic mistry Labour for fitting fixing in position, making @ 6 nos of holes in existing brick work or making special arrangement for fixing with concrete work | 1 | no | 700 | per day | 408.33 | 408.33 | |
| 6 | Plain concrete (1:2:4) with brick chips Cost of C.C. (1:2:4) in/c mending good the damages: 6 x 5" x 5" x 6" =0.52 cft | 0.52 | cft | 20151.67 | % cft | 201.52 | 104.79 | |
| 7 | Ordinary labour Local carriage & carriage from workshop to site | 1 | LS | 550 | per day | 165 | 165 | |
| Sub-Total | 2986.03 | |||||||
| Contractor's Profit | 10% | 0.1 | 298.6 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 104.51 | |||||
| Total | 3389.14 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 274.79 | ||||
| Grand Total | 3663.93 | |||||||
| Rate per rft | 215.53 | |||||||
| Rate per rm | 707.15 | |||||||