Considering 1.83 m long 3 nos pipe = 5.49 m work
| SL | Item Name | Quantity | Unit | Item Rate (Taka) | Item Unit | Unit Price (Taka) | Sub Total (Taka) | |
|---|---|---|---|---|---|---|---|---|
| 1 | 225 mm dia RCC pipe (stone-chips, 40 mm thickness. 6'-0" long) 225 mm dia 1.83 m long RCC pipe: | 3 | nos | 1825 | each (6'-0") | 1825 | 5475 | |
| 2 | Hem Hem | 1.75 | sqm | 32 | per sqm | 32 | 56 | |
| 3 | Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement | 0.31 | bag | 410 | per bag | 410 | 127.1 | |
| 4 | Sand (F.M. 1.2) Sand (F.M. 1.2) | 0.8 | cft | 1900 | per % cft | 19 | 15.2 | |
| 5 | Earthwork in excavation Excavation | 137.73 | cft | 4979.17 | % 0 cft | 4.98 | 685.9 | |
| 6 | Sand (F.M. 1.2) Bedding by sand (F.M. 1.2) | 18 | cft | 1900 | per % cft | 19 | 342 | |
| 7 | Plumber Plumber | 0.5 | no | 700 | per day | 700 | 350 | |
| 8 | Skilled labour Skilled labour | 0.5 | no | 600 | per day | 600 | 300 | |
| 9 | Ordinary labour Ordinary labour | 1 | no | 550 | per day | 550 | 550 | |
| Sub-Total | 7901.2 | |||||||
| Contractor's Profit | 10% | 0.1 | 790.12 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 276.54 | |||||
| Total | 8967.86 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 727.12 | ||||
| Grand Total | 9694.98 | |||||||
| Rate per m | 1765.94 | |||||||
| Rate per m | 1765.94 | |||||||