Rate analysis
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
DSR rate₹8,413.00per cum
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
- Item code
- 16.55.2
- Sub-head
- SH 16 · ROAD WORK
- Unit
- cum
- Source row
- 3359
Cost components
| Code | Description | Unit | Quantity | Rate | Amount |
|---|---|---|---|---|---|
| Details of cost for 205 cum (or 450 M.T. ) | |||||
| MATERIAL | |||||
| 7309 | Paving Asphalt VG-30 of approved quality | tonne | 15.75 | ₹41,202.00 | ₹6,48,931.50 |
| 3.5% of 450 MT = 15.75 MT | |||||
| 2211 | Carriage of Tar bitumen | tonne | 15.75 | ₹0.00 | ₹0.00 |
| Weight of mix = 205 * 2.5 = 450 tonnes | |||||
| Aggregate | |||||
| Total weight of mix = 450 tonnes Weight of | |||||
| bitumen = 15.75 tonnes | |||||
| Weight of aggregate = 450 -15.75 = 434.25 | |||||
| tonnes | |||||
| Taking density of aggregate = 1.5 tonne/cum | |||||
| Volume of aggregate =434.25/1.5 =289.50cum | |||||
| Grading - II/19 mm (Nominal Size) | |||||
| 25 - 10mm size = 40% of 289.50 = 115.8 cum | |||||
| 10 - 5mm size = 40% of 289.50 = 115.8 cum | |||||
| 5mm and below = 20% of 289.50 = 57.9 cum | |||||
| 0294 | Stone Aggregate (Single size) : 25 mm nominal size | cum | 57.9 | ₹1,400.00 | ₹81,060.00 |
| Qty = 115.8 * 50 /100 | |||||
| 0297 | Stone Aggregate (Single size) : 10 mm nominal size | cum | 57.9 | ₹1,400.00 | ₹81,060.00 |
| Qty = 115.8 * 50 /100 | |||||
| 0297 | Stone Aggregate (Single size) : 10 mm nominal size | cum | 57.9 | ₹1,400.00 | ₹81,060.00 |
| Qty = 115.8 * 50 /100 | |||||
| 0298 | Stone Aggregate (Single size) : 06 mm nominal size | cum | 57.9 | ₹1,425.00 | ₹82,507.50 |
| Qty = 115.8 * 50 /100 | |||||
| 2903 | Stone chippings/ screenings 4.75 mm nominal size | cum | 57.9 | ₹1,600.00 | ₹92,640.00 |
| Qty = 289.50 * 20 /100 | |||||
| 2202 | Carriage of Stone aggregate below 40 mm nominal size | cum | 289.5 | ₹0.00 | ₹0.00 |
| MACHINERY | |||||
| 0076 | Drum Type HMP of 60-90 TPH capacity @ 75 tonne per hour actual output | hour | 6 | ₹13,450.00 | ₹80,700.00 |
| @75tonne per hour actual output | |||||
| 0064 | Paver finisher Hydrostatic with sensor control 100 TPH | hour | 6 | ₹1,700.00 | ₹10,200.00 |
| @75tonne per hour actual output | |||||
| 0069 | Generator 250 KVA | hour | 6 | ₹450.00 | ₹2,700.00 |
| 0052 | Front end loader 1 cum bucket capacity | — | — | — | — |
| — | (incl POL) | hour | 6 | ₹1,450.00 | ₹8,700.00 |
| Topper 10 tonne capacity (Taken 10km avarage lead) | |||||
| 450x10=4500 tonne km | |||||
| 0053 | Tipper -5 Cum | tonne km | 4,500 | ₹3.70 | ₹16,650.00 |
| — | Add 10 per cent of cost of carriage to cover cost of loading and unloading | — | — | — | ₹1,665.00 |
| 0055 | Smooth Wheeled Roller 8 to 10 tonne | hour | 3.9 | ₹350.00 | ₹1,365.00 |
| for initial break down rolling.(6*0.65) | |||||
| 0054 | Vibratory roller 8 to 10 tonne | hour | 3.9 | ₹700.00 | ₹2,730.00 |
| for intermediate rolling.(6*0.65) | |||||
| 0056 | Tandem Road Roller | hour | 3.9 | ₹1,350.00 | ₹5,265.00 |
| Finish rolling with 6-8 tonnes smooth wheeled tandem roller.(6*0.65) | |||||
| LABOUR | |||||
| 0128 | Mate | day | 0.84 | ₹816.00 | ₹685.44 |
| 0114 | Beldar | day | 14 | ₹736.00 | ₹10,304.00 |
| working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction | |||||
| 0139 | Skilled Beldar (for floor rubbing etc.) | day | 5 | ₹816.00 | ₹4,080.00 |
| for checking line & levels | |||||
Rate build-up
| TOTAL | ₹12,12,303.44 |
| Add 1 % Water charges on "W" | ₹12,123.03 |
| TOTAL | ₹12,24,426.47 |
| Add GST on "X" (multiplying factor 0.2127) | ₹2,60,435.51 |
| TOTAL | ₹14,84,861.98 |
| Add 15% CPOH on "Y" | ₹2,22,729.30 |
| TOTAL | ₹17,07,591.28 |
| Add Cess @ 1% on "Z" | ₹17,075.91 |
| Cost for 205 cum(450 M.T.) | ₹17,24,667.19 |
| Cost per cum. | ₹8,413.01 |
| Say | ₹8,413.00 |