Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Published rate₹52,969.10DSR 2023
Rate analysis
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
DSR rate₹52,969.10as per item analysis
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Item code
19.13.1.1
Sub-head
SH 19 · DRAINAGE
Unit
See analysis
Source row
1879
Cost components
Code
Description
Unit
Quantity
Rate
Amount
Details of cost for 1 manhole
MATERIAL
Cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
2.74x2.74x0.30 m = 2.25 cum
4.1.6
Rate as per item no 4.1.6 of SH : Concrete Work
cum
2.25
₹7,178.75
₹16,152.19
Brick work with bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand)
Curved on plan
3.14x1.98x0.25x0.46 = 0.716 cum
3.14x(1.98+0.905)/2x0.345x1.93 = 3.019 cum
Total = 3.735 cum
Duduct arch ring and portion of pipe
2x½x3.14x0.25mx0.46x0.10 m = 0.036 cum
2x3.14/4x(0.15)²x0.460 = 0.016 cum
Total= 0.052 cum
Net quantity 3.735-0.052 = 3.683 cum
6.1.1
Rate as per item no 6.1.1 of SH : Brick Work
cum
3.68
₹7,370.65
₹27,123.99
Brick work in arches with 7.5 class designation brick in cement mortar 1:3 (1 cement : 3 coarse sand )
2x1/2x3.14x0.25 m x0.460x0.10 m = 0.036 cum Say 0.04 cum
6.9
Rate as per item no 6.9 of SH : Brick Work
cum
0.04
₹15,077.95
₹603.12
Cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size )
For benching :
3.14/4x(1.52)²x0.20 = 0.363 cum
[(2x8.133)/360]x(4/3)x3.14x(0.76)³ =0.083 cum
Total= 0.446 cum
Less pipe :1.52x3.14/4x(0.15)²(-) = 0.027 cum
Total= 0.419 cum Say 0.42 cum
4.1.3
Rate as per item no. 4.1.3 of SH : concrete
cum
0.42
₹7,878.50
₹3,308.97
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
For fixing cover : 3.14/4 x d² x thickness
3.14/4x(1.020)²x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)² x 0.15 m : = (-) 0.037 cum
Total= 0.086 cum Say 0.09 cum
4.1.3
Rate as per item no. 4.1.3 of SH : Concrete Work
cum
0.09
₹7,878.50
₹709.07
12 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement
3.14x(1.454+0.56)/2x1.799 = 5.694 sqm
3.14x0.56x0.075 = 0.13 sqm
Benching
3.14x(1.454)²/4-1.454x0.15+1.454x1/2x
3.14x0.15 =1.786 sqm
Total= 7.61 sqm
13.9.1
Rate as per item no 13.9.1 of SH : Finishing
sqm
7.61
₹449.55
₹3,421.08
LABOUR
Extra labour for making channel :
0123
Mason 1st class
day
0.1
₹897.00
₹89.70
0124
Mason 2nd class
day
0.1
₹816.00
₹81.60
S.F.R.C cover
7135
Circular shape 560 mm dia precast R.C.C. manhole cover with frame - H.D. - 20
each
1
₹935.00
₹935.00
9977
CARRIAGE
L.S.
6.89
₹2.27
₹15.64
9999
Sundries
L.S.
16.9
₹2.27
₹38.36
Rate build-up
Say 3.68 cum
—
TOTAL
₹52,478.72
Add 1 % Water charges on "W-A"
₹11.60
TOTAL
₹52,490.32
Add GST on "X-A" (multiplying factor 0.2127)
₹249.26
TOTAL
₹52,739.58
Add 15% CPOH on "Y-A"
₹213.17
TOTAL
₹52,952.75
Add Cess @ 1% on "Z-A"
₹16.34
Cost of one manhole
₹52,969.09
Say
₹52,969.10
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