Considering 1 No. of railing Considering 9'-9" x 3'-3"= 31.69 sft. exposed surface
| SL | Item Name | Quantity | Unit | Item Rate (Taka) | Item Unit | Unit Price (Taka) | Sub Total (Taka) | |
|---|---|---|---|---|---|---|---|---|
| 1 | 18/20/22 BWG MS Sheet/plate M.S. hollow box 3" x 2" x 1/8" @ 4.25 lbs. per rft. 3 x 3'-3"= 9.75 rft. 1 x 9'-9"= 9.75 rft. 19.50 Add wastage 5%= 0.98 rft. = 20.48 rft. = 87.04 Ibs. | 87.04 | lbs | 77000 | per M. ton | 34.92 | 3039.44 | |
| 2 | 18/20/22 BWG MS Sheet/plate 4" x 4" x 1/4" thick M.S. plate: @ 2.55 lbs per sft. 3 x 4" x 4"= 0.33 sft. Add wastage 5%= 0.02 sft. = 0.35 sft. = 0.89 Ibs. | 0.89 | lbs | 77000 | per M. ton | 34.92 | 31.08 | |
| 3 | M.S. plain bar and F.I. bar (non-structural use) 1.5" x 1/4" M.S. F.I. bar: @ 1.28 Ibs. per rft. 6 x 9'-0"= 54.00 rft. Add wastage 5%= 2.70 rft. = 56.70 rft. = 72.58 lbs. | 72.58 | lbs | 70000 | per M. ton | 31.75 | 2304.41 | |
| 4 | Electrodes including electricity Electrodes with electricity: | 140 | nos | 10 | each | 10 | 1400 | |
| 5 | Royal bolt 3" Royal Bolt | 12 | nos | 57 | each | 57 | 684 | |
| 6 | Welder Welder / fabricator | 1 | no | 700 | per day | 700 | 700 | |
| 7 | Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Welder helper | 1.5 | nos | 550 | per day | 550 | 825 | |
| 8 | Ordinary labour Ordinary labour | 2 | nos | 550 | per day | 550 | 1100 | |
| 10 | Mason / Mosaic mistry Mason | 0.25 | no | 700 | per day | 700 | 175 | |
| 11 | Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Mason helper | 0.5 | no | 550 | per day | 550 | 275 | |
| 12 | Ordinary labour Ordinary labour | 0.5 | no | 550 | per day | 550 | 275 | |
| 13 | Welder Welder/fabricator | 0.25 | no | 700 | per day | 700 | 175 | |
| 14 | Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Welder helper | 0.5 | no | 550 | per day | 550 | 275 | |
| 15 | Workshop Charges 20.5.1 Work-shop charges: | 1 | - | 10533.7 | Unit | 526.69 | 526.69 | |
| 9 | Carrying of materials to work-shop and fabricated materials to site: | LS | 450 | |||||
| Sub-Total | 12235.62 | |||||||
| Contractor's Profit | 10% | 0.1 | 1223.56 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 428.25 | |||||
| Total | 13887.43 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 1126.01 | ||||
| Grand Total | 15013.44 | |||||||
| Rate per sft | 473.75 | |||||||
| Rate per sqm | 5099.44 | |||||||
