Considering 1 No. steel grill fencing Considering 2 panels: 12'-1.5" x 3'-0"= 36.38 sft fencing work
| 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. 1.5" x 1.5" x 1/4" M.S. angle for box post: @ 2.34 Ibs per rft @ 6'-0" c/c: 3 x 2 x 4'-6"= 27.00 rft Add wastage 5%= 1.35 rft = 28.35 rft = 66.34 Ibs | 66.34 | lbs | 70000 | per M. ton | 31.75 | 2106.3 | |
| 2 | M.S. angle, T and Z-section, Channel etc. 1" x 1" x 1/4" M.S. angle box horizontally at top and bottom.: @ 1.49 lbs per rft 2 x 2 x 2 x 6'-0"= 48.00 rft Add wastage 5%= 2.40 rft = 50.40 rft = 75.10 lbs | 75.1 | lbs | 70000 | per M. ton | 31.75 | 2384.42 | |
| 3 | M.S. angle, T and Z-section, Channel etc. 3/4" x 3/4" x 1/4" M.S. angle for box: @ 0.585 lbs per rft : 22 x 2 x 3'-0"= 132.00 rft Add wastage 5%= 6.60 rft = 138.60 rft = 81.08 lbs | 81.08 | lbs | 70000 | per M. ton | 31.75 | 2574.29 | |
| 4 | Electrodes including electricity Electrodes in/c electricity | 120 | nos | 10 | each | 10 | 1200 | |
| 5 | Welder Welder / fabricator | 1.5 | nos | 700 | per day | 700 | 1050 | |
| 6 | Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Welder helper | 2 | nos | 550 | per day | 550 | 1100 | |
| 7 | Ordinary labour Ordinary labour | 2 | nos | 550 | per day | 550 | 1100 | |
| 9 | Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Labour charge for cutting 3" x 3" x 12" size grooves | 4 | nos | 550 | per day | 45.83 | 183.32 | |
| 10 | Plain concrete (1:2:4) with brick chips CC (1:2:4): 4 x 3" x 3" x 12"= 0.25 cft | 0.25 | cft | 20151.67 | % cft | 201.52 | 50.38 | |
| 11 | Mason / Mosaic mistry Mason | 0.3 | no | 700 | per day | 700 | 210 | |
| 12 | Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Mason helper | 0.3 | no | 550 | per day | 550 | 165 | |
| 13 | Workshop Charges 21.2 Work-shop charges: | 1 | - | 11714.13 | Unit | 585.71 | 585.71 | |
| 8 | Carrying of materials to work-shop and fabricated materials to site: | LS | 200 | |||||
| Sub-Total | 12909.42 | |||||||
| Contractor's Profit | 10% | 0.1 | 1290.94 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 451.83 | |||||
| Total | 14652.19 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 1188.01 | ||||
| Grand Total | 15840.2 | |||||||
| Rate per sft | 435.4 | |||||||
| Rate per sqm | 4686.65 | |||||||