Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
- Item number
- 5.5
- Analysis basis
- Details of cost for 26.73cum
- Priced inputs
- 15
- Derived rate
- ₹12,205.85
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 5.5 (Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)) is derived from 15 priced inputs and works out to ₹12,205.85 after water charges, GST, CPOH and cess. The full build-up is below.
- for semicircular arch 6m clear span and 9m
- long and 30cm thick.
- Cement concrete 1:1.5:3 =
- 1x0.50x3.14x6.30x9.00x0.30 = 26.73cum
- Extra for laying CC over curved surfaces
- (Extra labour for lifting material upto floor V
- level :
- Coolie = 0.75 x 2.0 x 26.73 = 40.10)
| Code | Type | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|---|
| 0295 | MAT | Stone Aggregate (Single size) : 20 mm nominal size | cum | 15.236 | 1,425.00 | 21,711.30 |
| 0297 | MAT | Stone Aggregate (Single size) : 10 mm nominal size | cum | 7.484 | 1,400.00 | 10,477.60 |
| 0982 | MAT | Coarse sand (zone III) | cum | 11.36 | 1,450.00 | 16,472.00 |
| 0367 | MAT | Portland Cement (0.2833 cum)Portland Cement (OPC-43 Grade) | tonne | 10.692 | 5,156.00 | 55,127.95 |
| 0155 | LAB | Mason (average) | day | 6.42 | 857.00 | 5,501.94 |
| 0114 | LAB | Beldar | day | 73.51 | 736.00 | 54,103.36 |
| 0101 | LAB | Bhisti | day | 24.06 | 816.00 | 19,632.96 |
| 0002 | MACH | Hire charges of Concrete Mixer 0.25 to 0.40 cum with hooperHire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper | day | 2.14 | 900.00 | 1,926.00 |
| 0012 | MACH | Vibrator(Needle type 40mm)Vibrator (Needle type 40 mm) | day | 2.14 | 400.00 | 856.00 |
| 9999 | MAT | Sundries | L.S. | 401.89 | 2.27 | 912.29 |
| 0123 | LAB | Mason 1st classMason 1st class | day | 5 | 897.00 | 4,485.00 |
| 0124 | LAB | Mason 2nd classMason 2nd class | day | 5 | 816.00 | 4,080.00 |
| 0101 | LAB | Bhisti | day | 1.5 | 816.00 | 1,224.00 |
| 0115 | LAB | Coolie | day | 4.5 | 736.00 | 3,312.00 |
| 0115 | LAB | Coolie | day | 40.1 | 736.00 | 29,513.60 |
- TOTAL
- 2,29,336.00
- Add 1 % Water charges on “W”
- +2,293.36
- TOTAL
- 2,31,629.36
- Add GST on “X” (multiplying factor 0.2127)
- +49,267.56
- TOTAL
- 2,80,896.92
- Add 15% CPOH on “Y”
- +42,134.54
- TOTAL
- 3,23,031.46
- Add Cess @ 1% on “Z”
- +3,230.31
- Cost for 26.73 cum.
- 3,26,261.77
- Cost for 1 cum.
- 12,205.83
- SAY
- ₹12,205.85
- 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
- 212
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 212. 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.