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%))
Published rate₹8,514.85per cum
Rate analysis
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.
DSR rate₹8,514.85per cum
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 code
4.6.1A
Sub-head
SH 4 · CONCRETE WORK
Unit
cum
Source row
1159
Cost components
Code
Description
Unit
Quantity
Rate
Amount
Details of cost for 250 no kerbs, 40x30x20cm
250 no x 0.40m x 0.30m x 0.20m = 6 cum
MATERIAL
Cement concrete 1:1.5:3
4.1.2A
Rate as per Item No.4.1.2A of SH:CONCRETE WORK
cum
6
₹8,127.80
₹48,766.80
Centering and shuttering
(1) Mould
(i) Plate 3mm thick
10x0.28 sqm. @ 23.55kg/m² = 65.9 kg.
(ii) Flat 10x5mm
Handle
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
10.1
Rate as per item no 10.1 SH: Steel work
kg
1.273
₹117.35
₹149.39
(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
11.1.2
Rate as per item no. 11.1.2 S.H: Flooring work.
sqm
1
₹965.55
₹965.55
(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
Sub A/R-1
Rate as per item no. Sub AR-1 (Reference item no 11.7)
cum
0.025
₹8,844.45
₹221.11
9999
Mortar and labour for finishing
L.S.
305.4
₹2.27
₹693.26
Rate build-up
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
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