CPWD Analysis of Rates · Road Work
Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete
- Item number
- 16.49
- Analysis basis
- Details of cost for 10 Nos.
- Priced inputs
- 19
- Derived rate
- ₹3,050.40 / Nos
Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 16.49 — Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete — is derived from 19 priced inputs for 10 Nos and works out to ₹3,050.40 each after water charges, GST, CPOH and cess. The full build-up is below.
- (i) Earth work in excavation
- Channel :- 10x1x1.00x0.20x0.15 =
- 0.30+ Bell mouth :-10x1x1.00x0.50x
- (0.18+0.075)/2 = 0.64 Total = 0.94
- (ii) Cement concrete 1:4:8
- Channel :-10x1x1.00x0.20x0.075 = 0.15
- cum
- (iii) Cement concrete 1:3:6
- Channel 10x1x1.00x0.20x0.075 = 0.15 +
- Bed of bell mouth :
- 10x1x1.00x0.50x(0.18+0.075)/2 = 0.64 +
- Haunches portion
- 10x2x(0.35+0.075)/2x0.25x 0.375 = 0.40 +
- Rect part :10x2x0.35x0.25x0.375 = 0.65 +
- Quadrant portion :10x1[(0.3
- 0x0.30)-3.142/4(0.30)²]x 0.30 =0.06+
- Central middle part :10x1x0.30x0.25x0.075
- = 0.05
- Total = 1.95 cum.
- (iv) RCC in shelves
- 10x1x1.00x0.50x0.05 = 0.25cum.
- (v) Reinforcement for RCC @100kg/cum.
- 0.25x100=25kg.
- (vi) Centering and shuttering
- For shelves (sides)
- 10x2(1.00+0.50)x0.05 = 1.50+
- Front side of bell mouth :
- 10x2(0.446)x0.375 = 3.34 +
- Pipe portion:
- 10x[0.30x0.375-3.142/4(030)²] = 0.04 (x) +
- Out side of bell mouth
- 10x(1.00 =0.50)x0.45 = 9.00+
- 10x0.785x0.30x0.30 = (-)0.71
- Total = 13.17
- (vii) cement plaster on RCC slab
- 10x1.00x0.50 = 5.00 + 10x2(1.00+0.50)
- x0.05 = 1.50+ Total = 6.50 sqm.
- (viii) Neat cement punning:
- Qty. same as marked (x) at (9vi) = Total
- =3.34+0.04 = 3.38 sqm
- Channel portion:
- 10x1x(0.85+0.30)/2x0.25 = 1.43 Total = 4.81
- Labour for plaster
- Deduct pipe opening
| Code | Input | Unit | Quantity | Rate (INR) | Amount (INR) |
|---|---|---|---|---|---|
| (Rate as per item no. 2.8.1 of SH: Earth work)Rate as per item 2.8.1Sub-analysis | cum | 0.94 | 260.30 | 244.68 | |
| Rate as per item no 4.1.8 of SH : Concrete WorkRate as per item 4.1.8Sub-analysis | cum | 0.15 | 6,812.00 | 1,021.80 | |
| (Rate as per item no.4.1.5 S.H. : Cement Concrete)Rate as per item 4.1.5Sub-analysis | cum | 1.95 | 7,294.70 | 14,224.67 | |
| Rate as per item no. 5.3 SH : RCCRate as per item 5.3Sub-analysis | cum | 0.25 | 11,505.50 | 2,876.38 | |
| Rate as per item no. 5.22.1 SH : RCCRate as per item 5.22.1Sub-analysis | kg | 25 | 107.10 | 2,677.50 | |
| Rate as per item No.5.9.1 of SH : RCRate as per item 5.9.1Sub-analysis | sqm | 13.17 | 392.15 | 5,164.62 | |
| Rate as per item No.5.23Rate as per item 5.23Sub-analysis | sqm | 6.5 | 300.45 | 1,952.93 | |
| Rate as per item no.13.18 S.H. FinishingRate as per item 13.18Sub-analysis | sqm | 4.81 | 79.95 | 384.56 | |
| 0367 | Portland Cement (OPC-43 grade)Material | tonne | 0.024 | 5,156.00 | 123.74 |
| 0983 | Fine Sand (Zone IV)Material | cum | 0.05 | 980.00 | 49.00 |
| 0114 | BeldarLabour | day | 0.035 | 736.00 | 25.76 |
| 0101 | BhistiLabour | day | 0.003 | 816.00 | 2.45 |
| 9999 | Hire charges of mixerMaterial | L.S. | 1.27 | 2.27 | 2.88 |
| 9999 | SundriesMaterial | L.S. | 1.27 | 2.27 | 2.88 |
| 0155 | Mason (average)Labour | day | 0.33 | 857.00 | 282.81 |
| 0115 | CoolieLabour | day | 0.488 | 736.00 | 359.17 |
| 0101 | BhistiLabour | day | 0.6 | 816.00 | 489.60 |
| 9999 | Extra for removing burrMaterial | L.S. | 8.71 | 2.27 | 19.77 |
| 9999 | ScaffoldingMaterial | L.S. | 7.62 | 2.27 | 17.30 |
- TOTAL
- 29,922.50
- Add 1% Water charges on “W-A”
- 13.75
- TOTAL
- 29,936.25
- Add GST on “X-A” (multiplying factor 0.2127)
- 295.46
- TOTAL
- 30,231.71
- Add 15% CPOH on “Y-A”
- 252.69
- TOTAL
- 30,484.40
- Add Cess @1% on “Z-A’
- 19.37
- Cost of each
- 30,503.77
- Cost for 1 no.
- 3,050.38
- Say
- 3,050.40
From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 1214. Reference only — CPWD amends rates through correction slips between editions, so verify against the official source before pricing a bid.
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