CPWD Analysis of Rates · Concrete Work
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing
- Item number
- 4.9
- Analysis basis
- Details of Cost for one bollard
- Priced inputs
- 7
- Derived rate
- ₹929.80 / one bollard
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 4.9 — Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing — is derived from 7 priced inputs for one bollard and works out to ₹929.80 per one bollard after water charges, GST, CPOH and cess. The full build-up is below.
- Cement concrete 1:2:4
- 3.14/4x(0.125)x(0.125)x0.60 = 0.007 cum
- Centering and shuttering
- 3.14x(0.125)x0.60 = 0.24 sqm
- M.S. pipes ( medium class)
- 50 mm dia sleeve =1x0.30x5.10 =1.53 kg
- 40 mm dia pipe =1x0.45x3.61 =1.62 kg
- M.S. plate 3mm thick =(0.15x0.15)x23.55
- =0.53 kg
- Total =3.68 kg
- Excavation
- 0.25x0.25x0.45 = 0.03 cum
- Cement concrete 1:3:6
- 6 mm rendering (1:3) (0.24+0.01) = 0.25 sqm
| Code | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|
| Rate as per Item No. 5.1.3 SH : RCCRate as per item 5.1.3Sub-analysis | cum | 0.007 | 8,583.40 | 60.08 | |
| Rate as per Item No. 5.9.1 SH : RCCRate as per item 5.9.1Sub-analysis | sqm | 0.24 | 392.15 | 94.12 | |
| Rate as per Item No.10.1SH : Steel workRate as per item 10.1Sub-analysis | kg | 3.68 | 117.35 | 431.85 | |
| Rate as per Item No. 2.8.1 SH : Earth workRate as per item 2.8.1Sub-analysis | cum | 0.03 | 260.30 | 7.81 | |
| Rate as per Item No. 4.1.5 SH : Cement concreteRate as per item 4.1.5Sub-analysis | cum | 0.03 | 7,294.70 | 218.84 | |
| Rate as per Item No. 5.23 SH : RCCRate as per item 5.23Sub-analysis | sqm | 0.25 | 300.45 | 75.11 | |
| 9988 | Carriage and fixing chargesMaterial | L.S. | 13 | 2.27 | 29.51 |
- TOTAL
- 917.32
- Add 1 % Water charges on “W-A”
- 0.30
- TOTAL
- 917.62
- Add GST on “X-A” (multiplying factor 0.2127)
- 6.34
- TOTAL
- 923.96
- Add 15% CPOH on “Y-A”
- 5.42
- TOTAL
- 929.38
- Add Cess @ 1% on “Z-A”
- 0.42
- Cost for one bollard
- 929.80
- Say
- 929.80
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 180. Reference only — CPWD amends rates through correction slips between editions, so verify against the official source before pricing a bid.
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