Rate analysis
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.
DSR rate₹4,148.65per cum
- Item code
- 16.8
- Sub-head
- SH 16 · ROAD WORK
- Unit
- cum
- Source row
- 4973
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for 450 cum (990 tonne) | |||||
| MATERIAL | |||||
| Crushed stone coarse aggregate of 25mm & 12.5 mm nominal sizes graded as per specifications @ 0.90 cum/cum of concrete conforming to specification. = 405 cum Coarse Sand @0.45 m3 per cum of concrete = 203 cum | |||||
| Cement @150 Kg. per cum of concrete= 67.50 cum | |||||
| Qty for 0294,0296 codes = 405 / 2 = 202.50 cum | |||||
| 0294 | Stone Aggregate (Single size) : 25 mm nominal size | cum | 202.5 | ₹1,400.00 | ₹2,83,500.00 |
| 0296 | Stone Aggregate (Single size) : 12.5 mm nominal size | cum | 202.5 | ₹1,400.00 | ₹2,83,500.00 |
| 0982 | Coarse sand (zone III) | cum | 203 | ₹1,450.00 | ₹2,94,350.00 |
| 0367 | Portland Cement (OPC-43 grade) | tonne | 67.5 | ₹5,156.00 | ₹3,48,030.00 |
| 2202 | Carriage of Stone aggregate below 40 mm nominal size | cum | 405 | ₹0.00 | ₹0.00 |
| 2203 | Carriage of Coarse sand | cum | 203 | ₹0.00 | ₹0.00 |
| 2209 | Carriage of Cement | tonne | 67.5 | ₹0.00 | ₹0.00 |
| Machinery/ Hire charges: | |||||
| 0052 | Front end loader 1 cum bucket capacity (incl POL) | hour | 6 | ₹1,450.00 | ₹8,700.00 |
| @75 tonne capacity | |||||
| 0066 | Batching and Mixing Plant @ 75 cum | — | — | — | — |
| — | per hour | hour | 6 | ₹2,700.00 | ₹16,200.00 |
| 0069 | Generator 250 KVA | hour | 6 | ₹450.00 | ₹2,700.00 |
| 5 km lead with one trip per hour | |||||
| 0065 | Paver finisher Mechanical 100 TPH | hour | 6 | ₹900.00 | ₹5,400.00 |
| 0054 | Vibratory roller 8 to 10 tonne | hour | 8 | ₹700.00 | ₹5,600.00 |
| 0057 | Water Tanker 5 to 6 KL capacity | hour | 8 | ₹250.00 | ₹2,000.00 |
| Tipper 10 tonne capacity (Taken 10km average lead) | |||||
| 990x10=9900 tonne km | |||||
| 0053 | Tipper -5 Cum | tonne km | 9,900 | ₹3.70 | ₹36,630.00 |
| — | Add 10 per cent of cost of carriage to cover cost of loading and unloading | — | — | — | ₹3,663.00 |
| LABOUR | |||||
| 0128 | Mate | day | 1.12 | ₹816.00 | ₹913.92 |
| 0139 | Skilled Beldar (for floor rubbing etc.) | day | 6 | ₹816.00 | ₹4,896.00 |
| 0114 | Beldar | day | 22 | ₹736.00 | ₹16,192.00 |
Rate build-up
| TOTAL | ₹13,12,274.92 |
| Add 1 % Water charges on "W" | ₹13,122.75 |
| TOTAL | ₹13,25,397.67 |
| Add GST on "X" (multiplying factor 0.2127) | ₹2,81,912.08 |
| TOTAL | ₹16,07,309.75 |
| Add 15% CPOH on "Y" | ₹2,41,096.46 |
| TOTAL | ₹18,48,406.21 |
| Add Cess @ 1% on "Z" | ₹18,484.06 |
| Cost for 450 cum(990 Tonne) | ₹18,66,890.27 |
| Cost per cum. | ₹4,148.65 |
| Say | ₹4,148.65 |