Rate analysis
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
DSR rate₹2,914.30per cum
- Item code
- 16.79
- Sub-head
- SH 16 · ROAD WORK
- Unit
- cum
- Source row
- 4918
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for 225 cum (495 tonne) | |||||
| MATERIAL | |||||
| Conforming to table …… | |||||
| 45mm to22.4mm @ 30% = 89.10 cum | |||||
| Qty for 0292,0293,0294,0295 codes = | |||||
| 89.10 / 4 = 22.275 cum | |||||
| Qty for 2206, 2202 codes = 89.10 /2 = 44.55 cum | |||||
| 22.4 mm to 2.36mm @ 40% = 118.80 cum | |||||
| Qty for 0294,0295 codes = 118.80 /4 = 29.70 cum | |||||
| Qty for 1179 code = 118.80 /2 = 59.40 cum | |||||
| 2.36 mm to 75 microon @ 30% = 89.10 cum | |||||
| Qty for 2903, 2904 codes = 89.10 / 2 = 44.55 cum | |||||
| 0292 | Stone Aggregate (Single size) : 50 mm nominal size | cum | 22.275 | ₹1,100.00 | ₹24,502.50 |
| 0293 | Stone Aggregate (Single size) : 40 mm nominal size | cum | 22.275 | ₹1,400.00 | ₹31,185.00 |
| 0294 | Stone Aggregate (Single size) : 25 mm nominal size | cum | 22.275 | ₹1,400.00 | ₹31,185.00 |
| 0295 | Stone Aggregate (Single size) : 20 mm nominal size | cum | 22.275 | ₹1,425.00 | ₹31,741.88 |
| 2206 | Carriage of Stone aggregate 40 mm nominal size and above | cum | 44.55 | ₹0.00 | ₹0.00 |
| 2202 | Carriage of Stone aggregate below 40 mm nominal size | cum | 44.55 | ₹0.00 | ₹0.00 |
| 0294 | Stone Aggregate (Single size) : 25 mm nominal size | cum | 29.7 | ₹1,400.00 | ₹41,580.00 |
| 0295 | Stone Aggregate (Single size) : 20 mm nominal size | cum | 29.7 | ₹1,425.00 | ₹42,322.50 |
| 1179 | Crushed stone 2.36 mm to 12.5 mm size | cum | 59.4 | ₹1,005.00 | ₹59,697.00 |
| 2202 | Carriage of Stone aggregate below 40 mm nominal size | cum | 118.8 | ₹0.00 | ₹0.00 |
| 2903 | Stone chippings/ screenings 4.75 mm nominal size | cum | 44.55 | ₹1,600.00 | ₹71,280.00 |
| 2904 | Stone chippings/ screenings 150 micron nominal size | cum | 44.55 | ₹1,600.00 | ₹71,280.00 |
| 2203 | Carriage of Coarse sand | cum | 89.1 | ₹0.00 | ₹0.00 |
| Machinery/ Hire charges: | |||||
| 0059 | Wet Mix Plant 60 TPH | hour | 6.6 | ₹1,050.00 | ₹6,930.00 |
| @75 tonne capacity | |||||
| 0070 | Generator 100 KVA/125 KVA | hour | 6 | ₹350.00 | ₹2,100.00 |
| 0057 | Water Tanker 5 to 6 KL capacity | hour | 3 | ₹250.00 | ₹750.00 |
| 5 km lead with one trip per hour | |||||
| 0052 | Front end loader 1 cum bucket capacity (incl POL) | hour | 6 | ₹1,450.00 | ₹8,700.00 |
| Tipper 10 tonne capacity( taking lead= 10 Km) =495x10 =4950 tonne km | |||||
| 0053 | Tipper -5 Cum | tonne km | 4,950 | ₹3.70 | ₹18,315.00 |
| — | Add 10 per cent of cost of carriage to cover cost of loading and unloading | — | — | — | ₹1,831.50 |
| 0065 | Paver finisher Mechanical 100 TPH | hour | 6 | ₹900.00 | ₹5,400.00 |
| 0054 | Vibratory roller 8 to 10 tonne | hour | 3.9 | ₹700.00 | ₹2,730.00 |
| LABOUR | |||||
| 0128 | Mate | day | 0.48 | ₹816.00 | ₹391.68 |
| 0139 | Skilled Beldar (for floor rubbing etc.) | day | 2 | ₹816.00 | ₹1,632.00 |
| 0114 | Beldar | day | 10 | ₹736.00 | ₹7,360.00 |
Rate build-up
| TOTAL | ₹4,60,914.06 |
| Add 1 % Water charges on "W" | ₹4,609.14 |
| TOTAL | ₹4,65,523.20 |
| Add GST on "X" (multiplying factor 0.2127) | ₹99,016.78 |
| TOTAL | ₹5,64,539.98 |
| Add 15% CPOH on "Y" | ₹84,681.00 |
| TOTAL | ₹6,49,220.98 |
| Add Cess @ 1% on "Z" | ₹6,492.21 |
| Cost for 225 cum(450 Tonne) | ₹6,55,713.19 |
| Cost per cum. | ₹2,914.28 |
| Say | ₹2,914.30 |