Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately
- Item number
- 16.43.1
- Analysis basis
- 1.00 cum
- Priced inputs
- 18
- Derived rate
- ₹10,529.35/ CUM
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 16.43.1 (Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately Cement concrete prepared with batch mixing machine) is derived from 18 priced inputs for 1.00 cum and works out to ₹10,529.35 per cum after water charges, GST, CPOH and cess. The full build-up is below.
- For compaction by vibrator
- (Assuming 25 cum. per day)
- (SHP) with 50 cum. output per day
- Add for steel form work
| Code | Type | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|---|
| 0367 | MAT | Portland Cement (OPC-43 grade) | tonne | 0.34 | 5,156.00 | 1,753.04 |
| 0293 | MAT | Stone Aggregate (Single size) : 40 mm nominal size | cum | 0.52 | 1,400.00 | 728.00 |
| 0295 | MAT | Stone Aggregate (Single size) : 20 mm nominal size | cum | 0.22 | 1,425.00 | 313.50 |
| 0297 | MAT | Stone Aggregate (Single size) : 10 mm nominal size | cum | 0.11 | 1,400.00 | 154.00 |
| 0982 | MAT | Coarse sand (zone III) | cum | 0.445 | 1,450.00 | 645.25 |
| 0114 | LAB | Beldar | day | 2 | 736.00 | 1,472.00 |
| 0101 | LAB | Bhisti | day | 0.27 | 816.00 | 220.32 |
| 0123 | LAB | Mason 1st classMason 1st class | day | 0.05 | 897.00 | 44.85 |
| 0124 | LAB | Mason 2nd classMason 2nd class | day | 0.05 | 816.00 | 40.80 |
| 0128 | LAB | Mate | day | 0.04 | 816.00 | 32.64 |
| 0155 | LAB | Mason (average) | day | 0.07 | 857.00 | 59.99 |
| 0114 | LAB | Beldar | day | 0.07 | 736.00 | 51.52 |
| 0004 | MACH | Production cost of concrete by batch mix planProduction cost of concrete by batch mix plant | day | 1 | 450.00 | 450.00 |
| 0009 | MACH | Pumping charges of concrete including Hire charges of pump, piping work & accessories etcPumping charges of concrete including Hire charges of pump, piping work & accessories etc. | cum | 1 | 250.00 | 250.00 |
| 0021 | MACH | Pin vibrator | day | 0.025 | 300.00 | 7.50 |
| 0022 | MACH | Surface Vibrator with 25 cum. output per daySurface Vibrator | day | 0.05 | 350.00 | 17.50 |
| SUB | Rate as per Item Number 16.43B of SH: Road workRate as per item 16.43 B | cum | 1 | 1,046.90 | 1,046.90 | |
| 9999 | MAT | Cutting and making joints | L.S. | 50 | 2.27 | 113.50 |
- Total
- 7,401.31
- Add 1 % Water charges on “W”
- +74.01
- Total
- 7,475.32
- Add GST on “X” (multiplying factor 0.2127)
- +1,590.00
- Total
- 9,065.32
- Add 15% CPOH on “Y”
- +1,359.80
- Total
- 10,425.12
- Add Cess @ 1% on “Z”
- +104.25
- Cost per cum
- 10,529.37
- Cost for 1 cum
- 10,529.37
- SAY
- ₹10,529.35
- 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
- 1207
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 1207. 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.