Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be finished by applying a layer of 60-65 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/ m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge
- Item number
- 26.47
- Analysis basis
- Details of cost for 1.20x3.00m= 3.60 sqm
- Priced inputs
- 5
- Derived rate
- ₹4,701.60/ SQM
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 26.47 (Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be finished by applying a layer of 60-65 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/ m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge) is derived from 5 priced inputs and works out to ₹4,701.60 per sqm after water charges, GST, CPOH and cess. The full build-up is below.
- 3.60 sqm + 0.18 sqm (Add for wastage
- @5%)Total = 3.78 sqm
- Cement mortar 1:3 (1cement:3 coarse sand)
- 60mm thick on the bottom of roof slab
- =1x1.2x3.00x0.060= 0.216cum
- Cement concrete 1:1.5:3
- 70mm thick on the top of roof slab
- =1x1.20x3.00x0.07= 0.252 cum
| Code | Type | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|---|
| 8013 | MAT | Factory made EPS Core wallpanel /roof panel sandwiched between two Engineered welded wire fabric mesh of 3 mm dia G.I. wire mesh,with 50 mm pitch in both the directions, kept at 120-135 mm gap and interconnected by the zig zag G.I. wire of 3 mm dia at alternate row by welding. sqm 3.78Factory made EPS Core wall panel /roof panel sandwiched between two Engineered welded wire fabric mesh of 3 mm dia G.I. wire mesh,with 50 mm pitch in both the directions, kept at 120-135 mm gap and interconnected by the zig zag G.I. wire of 3 mm dia at alternate row by welding. | sqm | 3.78 | 1,708.00 | 6,456.24 |
| SUB | Rate as per Item No.3.8 of SH: MortarRate as per item 3.8 | cum | 0.216 | 4,881.95 | 1,054.50 | |
| SUB | Rate as per Item No.5.3 of SH: Reinforced Cement ConcreteRate as per item 5.3 | cum | 0.252 | 11,505.50 | 2,899.39 | |
| 9999 | MAT | Add for L-shape, U-shape & straight lap mesh | L.S. | 202.32 | 2.27 | 459.27 |
| 9999 | MAT | For providing concreting, shotcreting, shoring, leveling, plastering and finishing the surface with trowel | L.S. | 832.36 | 2.27 | 1,889.46 |
- TOTAL
- 12,758.86
- Add 1 % Water charges on “W-A”
- +98.59
- TOTAL
- 12,857.45
- Add GST on “X-A” (multiplying factor 0.2127)
- +2,118.08
- TOTAL
- 14,975.53
- Add 15% CPOH on “Y-A”
- +1,811.42
- TOTAL
- 16,786.95
- Add Cess @ 1% on “Z-A”
- +138.88
- Cost of 3.60 sqm
- 16,925.83
- Cost of 1 sqm
- 4,701.62
- SAY
- ₹4,701.60
- 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
- 1972
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 1972. 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.