CPWD Analysis of Rates · Road Work
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying 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
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
- Item number
- 16.54.1
- Analysis basis
- Details of cost for 195 cum (or 450 M.T. )
- Priced inputs
- 19
- Derived rate
- ₹11,129.55 / cum
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 16.54.1 — Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying 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 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity — is derived from 19 priced inputs for 195 cum and works out to ₹11,129.55 per cum after water charges, GST, CPOH and cess. The full build-up is below.
- Aggregate
- Total weight of mix = 450 tonnes
- Weight of bitumen = 22.50 tonnes
- Weight of aggregate = 450 -22.50 = 427.50
- tonnes
- Taking density of aggregate = 1.5 tonne/cum
- Volume of aggregate =427.50/1.5 =285cum
- Grading - II/19 mm (Nominal Size)
- 25 - 10mm size = 30% of 285 = 85.5 cum
- 10 - 5mm size = 28% of 285 = 79.8 cum
- 5mm and below = 40% of 285 = 114 cum
- Qty = 85.5 * 50 /100
- Qty = 85.5 * 50 /100
- Qty = 79.8 * 50 /100
- Qty = 79.8 * 50 /100
- Qty = 285 * 40 /100
- Lime Filler @ 2% ( percentage by weight of
- aggregate)
- MACHINERY/ HIRE CHARGES:
- for initial break down rolling.(6*0.65)
- for intermediate rolling.(6*0.65)
- Finish rolling with 6-8 tonnes smooth
- wheeled tandem roller.(6*0.65)
- working with HMP, mechanical broom, paver,
- roller, asphalt cutter and assistance for setting
- out lines, levels and layout of construction
- for checking line & levels
| Code | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|
| 7309 | Paving Asphalt VG-30 of approved quality (percentage by weight of total mix)Paving Asphalt of grade VG-30 of approved qualityMaterial | tonne | 22.5 | 41,202.00 | 9,27,045.00 |
| 0294 | Stone Aggregate (Single size) : 25 mm nominal sizeMaterial | cum | 42.75 | 1,400.00 | 59,850.00 |
| 0297 | Stone Aggregate (Single size) : 10 mm nominal sizeMaterial | cum | 42.75 | 1,400.00 | 59,850.00 |
| 0297 | Stone Aggregate (Single size) : 10 mm nominal sizeMaterial | cum | 39.9 | 1,400.00 | 55,860.00 |
| 0298 | Stone Aggregate (Single size) : 06 mm nominal sizeMaterial | cum | 39.9 | 1,425.00 | 56,857.50 |
| 2903 | Stone chippings/ screenings 4.75 mm nominal sizeMaterial | cum | 114 | 1,600.00 | 1,82,400.00 |
| 0777 | Dry hydrated lime (factory made)Material | quintal | 85.5 | 315.00 | 26,932.50 |
| 0062 | Hot mix Plant -120 TPH capacityMachinery | hour | 3 | 16,800.00 | 50,400.00 |
| 0063 | Hot mix Plant 100 TPH CapacityMachinery | hour | 3 | 14,550.00 | 43,650.00 |
| 0064 | Paver finisher Hydrostatic with sensor control 100 TPHMachinery | hour | 6 | 1,700.00 | 10,200.00 |
| 0069 | Generator 250 KVAMachinery | hour | 6 | 450.00 | 2,700.00 |
| 0052 | Front end loader 1 cum bucket capacity (incl POL)Machinery | hour | 6 | 1,450.00 | 8,700.00 |
| 0053 | Tipper -5 CumTipper-5 Cum/10 tonnesMachinery | tonne/km | 4,500 | 3.70 | 16,650.00 |
| 0055 | Smooth Wheeled Roller 8 to 10 tonneMachinery | hour | 3.9 | 350.00 | 1,365.00 |
| 0054 | Vibratory roller 8 to 10 tonneMachinery | hour | 3.9 | 700.00 | 2,730.00 |
| 0056 | Tandem Road RollerMachinery | hour | 3.9 | 1,350.00 | 5,265.00 |
| 0128 | MateLabour | day | 0.84 | 816.00 | 685.44 |
| 0114 | BeldarLabour | day | 14 | 736.00 | 10,304.00 |
| 0139 | Skilled Beldar (for floor rubbing etc.)Labour | day | 5 | 816.00 | 4,080.00 |
- Add 10 per cent of cost of carriage to cover cost of loading and unloading
- 0.00
- TOTAL
- 15,25,524.44
- Add 1 % Water charges on “W”
- 15,255.24
- TOTAL
- 15,40,779.68
- Add GST on “X” (multiplying factor 0.2127)
- 3,27,723.84
- TOTAL
- 18,68,503.52
- Add 15% CPOH on “Y”
- 2,80,275.53
- TOTAL
- 21,48,779.05
- Add Cess @ 1% on “Z”
- 21,487.79
- Cost for 195 cum(450 M.T.)
- 21,70,266.84
- Cost per cum.
- 11,129.57
- Say
- 11,129.55
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 1220. Reference only — CPWD amends rates through correction slips between editions, so verify against the official source before pricing a bid.
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