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CPWD Analysis of Rates · Concrete Work

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the 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%)

CPWD DAR 2023›Concrete Work
Item number
4.6.1A
Analysis basis
Details of cost for 250 no kerbs, 40x30x20cm
Priced inputs
5
Derived rate
₹8,514.85 / no

Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 4.6.1A — Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the 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 5 priced inputs for 250 no and works out to ₹8,514.85 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
CodeInputUnitQuantityRate (INR)Amount (INR)
Rate as per Item No.4.1.2A of SH:Concrete WorkRate as per item 4.1.2ASub-analysiscum68,127.8048,766.80
Rate as per item No. 10.1 SH: Steel workRate as per item 10.1Sub-analysiskg1.273117.35149.39
Rate as per item No. 11.1.2 SH: Flooring work.Rate as per item 11.1.2Sub-analysissqm1965.55965.55
Rate as per item No. Sub AR-1 (Reference item no 11.7)Rate as per item Sub A/R-1Sub-analysiscum0.0258,844.45221.11
9999Mortar and labour for finishingMaterialL.S.305.42.27693.26
TOTAL
50,796.11
Add 1 % Water charges on “W-A”
6.93
TOTAL
50,803.04
Add GST on “X-A” (multiplying factor 0.2127)
148.93
TOTAL
50,951.97
Add 15% CPOH on “Y-A”
127.37
TOTAL
51,079.34
Add Cess @ 1% on “Z-A”
9.76
Cost for 6 cum.
51,089.10
Cost per cum.
8,514.85
Say
8,514.85

From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 175. Reference only — CPWD amends rates through correction slips between editions, so verify against the official source before pricing a bid.

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