Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately)
- Item number
- 26.74.1
- Analysis basis
- 1.26 Cum
- Priced inputs
- 17
- Derived rate
- ₹20,928.70/ CUM
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 26.74.1 (Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately) Concrete grade M-35 (Cement content 370 kgs)) is derived from 17 priced inputs for 1.26 Cum and works out to ₹20,928.70 per cum after water charges, GST, CPOH and cess. The full build-up is below.
- Considers a wall 2.80 X 3.00 X 0.15 = 1.260
- Cum
- Side Shuttering of walls ((2.8+3)
- x2x0.15=1.74)
- Labour for fixing accessories & inserts such
- as shear loops, shear keys, dowel tubes,
- lifting hooks
- Labour for operating of hoisting & fixing
- moulds
| Code | Type | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|---|
| SUB | Rate as per Item No.5.33.2.3 of SH: RCC M25Rate as per item 5.33.2.3 | cum | 1.26 | 10,162.35 | 12,804.56 | |
| SUB | Rate as per item no 5.35 of SH RCCRate as per item 5.35 | quintal | 0.252 | 733.50 | 184.84 | |
| 9999 | MAT | Cost of hosting and fixing moulds | L.S. | 372 | 2.27 | 844.44 |
| SUB | Rate as per item No.5.9.1 of SH : RCCRate as per item 5.9.1 | sqm | 1.74 | 392.15 | 682.34 | |
| 9999 | MAT | Table buffing & oiling | L.S. | 174 | 2.27 | 394.98 |
| 9999 | MAT | Sundries (Extra labour for Lifting, transportation, stacking of finished precast elements) | L.S. | 230 | 2.27 | 522.10 |
| SUB | Rate as per item no 5.41.1 of SH RCC (Curing using curing compound)Rate as per item 5.41.1 | sqm | 18.54 | 69.05 | 1,280.19 | |
| 7929 | MAT | Shear loops (6mm dia GI wire rope) (For vertical joints) 6 nos on each sideShear loops (6 mm dia GI wire rope) (For vertical joints) 6 nos on each side | each | 12 | 230.00 | 2,760.00 |
| 7930 | MAT | dowel tubes (Corrugated GI pipes 50 to 80mm dia) (For horizontal jointsDowel tubes (Corrugated GI pipes 50 to 80 mm dia) (For horizontal joints) | m | 3 | 165.00 | 495.00 |
| 9999 | MAT | Shear key (6mm thick mechanically folded MS plate) | L.S. | 115 | 2.27 | 261.05 |
| 7931 | MAT | Hooks for lifting (Alloy steel) having 2.5 tonne capacity | each | 2 | 310.00 | 620.00 |
| 0155 | LAB | Mason (average) | day | 0.5 | 857.00 | 428.50 |
| 0115 | LAB | Coolie | day | 0.5 | 736.00 | 368.00 |
| 0157 | LAB | OperatorOperator (Pile/ Special machine) | day | 0.5 | 897.00 | 448.50 |
| 0116 | LAB | Fitter (grade 1) | day | 0.3 | 897.00 | 269.10 |
| 0115 | LAB | Coolie | day | 0.3 | 736.00 | 220.80 |
| 9999 | MAT | Sundries (Labour cost such as crane, trailer(flat bed & a frames) & panel racks for stacking of precost concrete panel wall) | L.S. | 173.41 | 2.27 | 393.64 |
- TOTAL
- 22,978.04
- Add 1 % Water charges on “W-A”
- +80.26
- TOTAL
- 23,058.30
- Add GST on “X-A” (multiplying factor 0.2127)
- +1,724.22
- TOTAL
- 24,782.52
- Add 15% CPOH on “Y-A”
- +1,474.59
- TOTAL
- 26,257.11
- Add Cess @ 1% on “Z-A”
- +113.05
- Cost of 1.26cum
- 26,370.16
- Cost for 1 cum
- 20,928.70
- SAY
- ₹20,928.70
- 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
- 2012
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 2012. 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.