Considering 1000 cft of excavation work
| SL | Item Name | Quantity | Unit | Item Rate (Taka) | Item Unit | Unit Price (Taka) | Sub Total (Taka) | |
|---|---|---|---|---|---|---|---|---|
| 1 | Ordinary labour For initial lead of 100'-0" and lift of 5'-0" : Ordinary labour | 11 | nos | 550 | per day | 550 | 6050 | |
| 2 | Head mason / Mosaic head mistry Sardar | 0.5 | no | 800 | per day | 800 | 400 | |
| 3 | Tools & plants (spade, busket) etc. | LS | 48 | |||||
| Sub-Total | 6498 | |||||||
| Contractor's Profit | 10% | 0.1 | 649.8 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 227.43 | |||||
| Total | 7375.23 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 597.99 | ||||
| Grand Total | 7973.22 | |||||||
| Rate per cft | 7.97 | |||||||
| Rate per cum | 281.46 | |||||||
