CPWD Analysis of Rates · Concrete Work
Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete
1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%)
- Item number
- 4.7.1A
- Analysis basis
- Details of cost for 250 no blocks, 40x20x30cm
- Priced inputs
- 8
- Derived rate
- ₹17,677.25 / no
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 4.7.1A — Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%) — is derived from 8 priced inputs for 250 no and works out to ₹17,677.25 per no after water charges, GST, CPOH and cess. The full build-up is below.
- 250 no x 0.40m x 0.30m x 0.20m = 6 cum
- Cement concrete 1:1.5:3
- Centering and shuttering
- (1) Mould
- (i) Plate 3mm thick
- 10x0.28 sqm. @ 23.55kg/m = 65.9 kg.
- (ii) Flat 10x5mm
- Handle ²
- 10x2x0.25 x0.4 = 2kg. Total =67.9 kg
- Assuming shuttering will become unserviceable
- after use of 40 times and taking 75% credit.
- Qty taken for cost of using once = 67.9x0.75/40
- = 1.273 kg
- (2) Moulding Platform
- Assuming platform will become unserviceable
- after use of 40 times.
- (i) Brick on edge flooring cement mortar 1:6
- 10x1x2.0x2.0m = 40 sqm.
- Qty taken for cost of using once = 40/40 = 1
- sqm
- (ii) 25mm thick cement concrete 1:2:4 in pavement
- 10x2.00x2.00x0.025 = 1
- Qty taken for cost of using once = 1/40 = 0.025
- cum
- Mortar 1:3 for Fixing 10x0.202/100x25=0.51
- Extra Labour for lifting (6x0.75x1.5=6.75)
- Labour for hoisting and setting in position
| Code | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|
| Rate as per Item No.4.1.2A of SH:Concrete WorkRate as per item 4.1.2ASub-analysis | cum | 6 | 8,127.80 | 48,766.80 | |
| Rate as per item no.10.1 SH: steel workRate as per item 10.1Sub-analysis | kg | 1.273 | 117.35 | 149.39 | |
| Rate as per item no. 11.1.2 SH.: Flooring work.Rate as per item 11.1.2Sub-analysis | sqm | 1 | 965.55 | 965.55 | |
| Rate as per item no. Sub AR-1 (Reference item no 11.7)Rate as per item Sub A/R-1Sub-analysis | cum | 0.025 | 8,844.45 | 221.11 | |
| Rate as per Item No 3.8Rate as per item 3.8Sub-analysis | cum | 0.51 | 4,881.95 | 2,489.79 | |
| 0115 | CoolieLabour | day | 6.75 | 736.00 | 4,968.00 |
| 0123 | Mason (brick layer) 1st classMason 1st classLabour | day | 6 | 897.00 | 5,382.00 |
| 0114 | BeldarLabour | day | 36 | 736.00 | 26,496.00 |
- TOTAL
- 89,438.64
- Add 1 % Water charges on “W-A”
- 393.36
- TOTAL
- 89,832.00
- Add GST on “X-A” (multiplying factor 0.2127)
- 8,450.39
- TOTAL
- 98,282.39
- Add 15% CPOH on “Y-A”
- 7,226.93
- TOTAL
- 1,05,509.32
- Add Cess @ 1% on “Z-A”
- 554.06
- Cost for 6 cum.
- 1,06,063.38
- Cost per cum.
- 17,677.23
- Say
- 17,677.25
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 177. Reference only — CPWD amends rates through correction slips between editions, so verify against the official source before pricing a bid.
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