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 | 375 mm dia RCC pipe (stone-chips, 50 mm thickness. 6'-0" long) 375 mm dia 1.83 m long RCC pipe: | 3 | nos | 4150 | each (6'-0") | 4150 | 12450 | |
| 2 | Hem Hem | 2.73 | sqm | 32 | per sqm | 32 | 87.36 | |
| 3 | Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement | 0.47 | bag | 410 | per bag | 410 | 192.7 | |
| 4 | Sand (F.M. 1.2) Sand (F.M. 1.2) | 1.18 | cft | 1900 | per % cft | 19 | 22.42 | |
| 5 | Earthwork in excavation Excavation | 217.89 | cft | 4979.17 | % 0 cft | 4.98 | 1085.09 | |
| 6 | Sand (F.M. 1.2) Bedding by sand (F.M. 1.2) | 26.3 | cft | 1900 | per % cft | 19 | 499.7 | |
| 7 | Plumber Plumber | 0.5 | no | 700 | per day | 700 | 350 | |
| 8 | Skilled labour Skilled labour | 1 | no | 600 | per day | 600 | 600 | |
| 9 | Ordinary labour Ordinary labour | 2 | nos | 550 | per day | 550 | 1100 | |
| Sub-Total | 16387.27 | |||||||
| Contractor's Profit | 10% | 0.1 | 1638.73 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 573.55 | |||||
| Total | 18599.55 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 1508.07 | ||||
| Grand Total | 20107.62 | |||||||
| Rate per m | 3662.66 | |||||||
| Rate per m | 3662.66 | |||||||