CPWD Analysis of Rates · Road Work
Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification)
25 mm thick
- Item number
- 16.37.1
- Analysis basis
- Details of cost for surface area of 174 sqm
- Priced inputs
- 14
- Derived rate
- ₹854.15 / surface area
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 16.37.1 — Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification) 25 mm thick — is derived from 14 priced inputs for surface area and works out to ₹854.15 per surface area after water charges, GST, CPOH and cess. The full build-up is below.
- for single layer of 25 mm finished thickness.
- Taking wearing coat as 10 tonne and
- density as 2.3 gm/c.c Volume of bitumen
- mastic = 10000/2300= 4.35 cum surface
- area = 4.35/0.025 = 174 sqm.
- (i) Bitumen of penetration 85/25 @ 10.2%
- by weight of mix
- (ii) Weight of coarse aggregate @ 40%
- 10x(1000 - 150) x 40/100 = 3400 kg.
- Stone aggregate :( 3400/43.38)x0.0283 =
- 2.22 cum.
- (iii) Weight of fine aggregate @ 15%
- 10x850 x15/100 = 1275 kg., volume of fine
- aggregate:( 1275/43.103)x0.0283 =0.83 cum
- (iv) Weight of lime stone dust @ 45%
- =10x(850- 340-127.5) = 3825 kg., Volume
- of lime
- stone dust 3825/2200 =1.74 cum.
- (v) Precoated stone chipping for surface
- finish: Volume of chips @ 0.005 cum/10
- sqm=174x0.005/10 = 0.087 cum say 0.09 cum
- Bitumen for precoated stone chipping @ 2%
- =0.09x1600x2/100= 3 kg.
| Code | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|
| 0313 | Blown type petroleum bitumen of penetration 85/25 of approved qualityMaterial | tonne | 1.02 | 38,250.00 | 39,015.00 |
| 0295 | Stone Aggregate (Single size) : 20 mm nominal sizeMaterial | cum | 0.2 | 1,425.00 | 285.00 |
| 0296 | Stone Aggregate (Single size) : 12.5 mm nominal sizeMaterial | cum | 2.02 | 1,400.00 | 2,828.00 |
| 1159 | Stone dustMaterial | cum | 0.83 | 1,100.00 | 913.00 |
| 0784 | Marble dust/ powderMaterial | cum | 1.74 | 1,180.00 | 2,053.20 |
| 0297 | Stone Aggregate (Single size) : 10 mm nominal sizeMaterial | cum | 0.09 | 1,400.00 | 126.00 |
| 0313 | Blown type petroleum bitumen of penetration 85/25 of approved qualityMaterial | tonne | 0.003 | 38,250.00 | 114.75 |
| 0139 | Skilled Beldar (for floor rubbing etc.)Labour | day | 15 | 816.00 | 12,240.00 |
| 0130 | MistryLabour | day | 5 | 897.00 | 4,485.00 |
| 0138 | Sprayer (for bitumen, tar etc.)Labour | day | 35 | 816.00 | 28,560.00 |
| 0139 | Skilled Beldar (for floor rubbing etc.)Labour | day | 2.5 | 816.00 | 2,040.00 |
| 0128 | MateLabour | day | 5 | 816.00 | 4,080.00 |
| 0016 | Mastic CookerMachinery | day | 5 | 850.00 | 4,250.00 |
| 9999 | sundries (Sealing of joints, placing angles, wastage materials)Material | L.S. | 1,532.7 | 2.27 | 3,479.23 |
- TOTAL
- 1,04,469.18
- Add 1 % Water charges on “W”
- 1,044.69
- TOTAL
- 1,05,513.87
- Add GST on “X” (multiplying factor 0.2127)
- 22,442.80
- TOTAL
- 1,27,956.67
- Add 15% CPOH on “Y”
- 19,193.50
- TOTAL
- 1,47,150.17
- Add Cess @ 1% on “Z”
- 1,471.50
- Cost for 174 sqm
- 1,48,621.67
- Cost per sqm
- 854.15
- Say
- 854.15
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 1194. 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. Arched reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.
See how estimation works