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
- Item number
- 16.54.2
- Analysis basis
- 195 cum
- Priced inputs
- 18
- Derived rate
- ₹11,032.20/ CUM
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 16.54.2 (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 Drum Type Hot Mix Plant of 60-90 TPH capacity) is derived from 18 priced inputs for 195 cum and works out to ₹11,032.20 per cum after water charges, GST, CPOH and cess. The full build-up is below.
- (percentage by weight of total mix)
- 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)
- Topper 10 tonne capacity (Taken 10km
- avarage lead)
- 450x10=4500 tonne km
- 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
- assistancefor setting out lines, levels and
- layout of construction
- for checking line & levels
| Code | Type | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|---|
| 7309 | MAT | Paving Asphalt VG-30 of approved qualityPaving Asphalt of grade VG-30 of approved quality | tonne | 22.5 | 41,202.00 | 9,27,045.00 |
| 0294 | MAT | Stone Aggregate (Single size) : 25 mm nominal size | cum | 42.75 | 1,400.00 | 59,850.00 |
| 0297 | MAT | Stone Aggregate (Single size) : 10 mm nominal size | cum | 42.75 | 1,400.00 | 59,850.00 |
| 0297 | MAT | Stone Aggregate (Single size) : 10 mm nominal size | cum | 39.9 | 1,400.00 | 55,860.00 |
| 0298 | MAT | Stone Aggregate (Single size) : 06 mm nominal size | cum | 39.9 | 1,425.00 | 56,857.50 |
| 2903 | MAT | Stone chippings/ screenings 4.75 mmnominal sizeStone chippings/ screenings 4.75 mm nominal size | cum | 114 | 1,600.00 | 1,82,400.00 |
| 0777 | MAT | Dry hydrated lime (factory made) | quintal | 85.5 | 315.00 | 26,932.50 |
| 0076 | MACH | Drum Type HMP of 60-90 TPH capacity @ 75 tonne per hour actual output | hour | 6 | 13,450.00 | 80,700.00 |
| 0064 | MACH | Paver finisher Hydrostatic with sensor control 100 TPH | hour | 6 | 1,700.00 | 10,200.00 |
| 0069 | MACH | Generator 250 KVA | hour | 6 | 450.00 | 2,700.00 |
| 0052 | MACH | Front end loader 1 cum bucket capacity (incl POL) | hour | 6 | 1,450.00 | 8,700.00 |
| 0053 | MACH | Tipper -5 CumTipper-5 Cum/10 tonnes | tonne/km | 4,500 | 3.70 | 16,650.00 |
| 0055 | MACH | Smooth Wheeled Roller 8 to 10 tonne | hour | 3.9 | 350.00 | 1,365.00 |
| 0054 | MACH | Vibratory roller 8 to 10 tonne | hour | 3.9 | 700.00 | 2,730.00 |
| 0056 | MACH | Tandem Road Roller | hour | 3.9 | 1,350.00 | 5,265.00 |
| 0128 | LAB | Mate | day | 0.84 | 816.00 | 685.44 |
| 0114 | LAB | Beldar | day | 14 | 736.00 | 10,304.00 |
| 0139 | LAB | Skilled Beldar (for floor rubbing etc.) | 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
- 15,12,174.44
- Add 1 % Water charges on “W”
- +15,121.74
- TOTAL
- 15,27,296.18
- Add GST on “X” (multiplying factor 0.2127)
- +3,24,855.90
- TOTAL
- 18,52,152.08
- Add 15% CPOH on “Y”
- +2,77,822.81
- TOTAL
- 21,29,974.89
- Add Cess @ 1% on “Z”
- +21,299.75
- Cost for 195 cum(450 M.T.)
- 21,51,274.64
- Cost per cum.
- 11,032.18
- SAY
- ₹11,032.20
- PUBLISHED BY
- Central Public Works Department (CPWD)
- EDITION
- DAR 2023 · Delhi
- EFFECTIVE
- 2023-09-14Both volumes are dated 14 September 2023 on their title pages.
- RETRIEVED
- 2026-09-08
- GST
- 18%, added in each item's build-up
- PRINTED PAGE
- 1222
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 1222. For reference only. CPWD amends rates through correction slips between editions, so verify against the official source before pricing a bid.
Use this rate in a live estimate
This is the CPWD base analysis. A real estimate adjusts it for the project's inputs and the current cost index, then maps it to the tender's BOQ. We can do this for you: send the tender and we return a priced BOQ on the applicable schedule, with rate build-ups and an engineer's sign-off.