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Log in to QuickBOQ →All coefficients below are per 10 cum of finished work — every material, labour trade, machine, carriage line and sub-analysis this item consumes, exactly as CPWD lists them.
| Ingredient | Quantity | Unit |
|---|---|---|
| Water Tanker 5 to 6 KL capacity | 0.4 | hour |
| Ingredient | Quantity | Unit |
|---|---|---|
| Mate | 0.004 | day |
| Coolie | 0.1 | day |
| Ingredient | Quantity | Unit |
|---|---|---|
| Dozer 80 HP | 0.374 | hour |
| Motor Grader 3.35 metre blade | 0.167 | hour |
| Vibratory roller 8 to 10 tonne | 0.167 | hour |
| Ingredient | Quantity | Unit |
|---|---|---|
| Sundries | 4.61 | L.S. |
Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : - All kinds of soil
Coefficients are taken from the CPWD analysis of rates for DSR Civil 2023. Basic rates are revised by cost index and correction slips, so multiply these quantities by current market rates rather than assuming a published rate is still live.
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