Skip to main content

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

1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Item number
4.6.1
Analysis basis
Details of cost for 250 No. kerbs, 40x30x20cm
Priced inputs
5
Derived rate
8,726.85 / No

Under the CPWD Delhi Analysis of Rates 2023 (Civil), item 4.6.1 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 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) — is derived from 5 priced inputs for 250 No and works out to ₹8,726.85 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.4.1.2 of SH:Concrete WorkRate as per item 4.1.2Sub-analysiscum68,340.8550,045.10
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. 11.7 of SH: FlooringRate as per item 11.7Sub-analysiscum0.0258,595.15214.88
9999Mortar and labour for finishingMaterialL.S.305.42.27693.26
TOTAL
52,068.18
Add 1 % Water charges on “W-A”
6.93
TOTAL
52,075.11
Add GST on “X-A” (multiplying factor 0.2127)
148.93
TOTAL
52,224.04
Add 15% CPOH on “Y-A”
127.37
TOTAL
52,351.41
Add Cess @ 1% on “Z-A”
9.76
Cost for 6 cum.
52,361.17
Cost per cum.
8,726.86
Say
8,726.85

From the CPWD Delhi Analysis of Rates 2023 (Civil), Volumes I & II, printed page 174. 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. Arched reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.

See how estimation works