Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m 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 mix (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 : 0.91 m deep with S.F.R.C. 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 12mm 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₹12,725.00DSR 2023
Rate analysis
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m 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 mix (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 : 0.91 m deep with S.F.R.C. 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 12mm thick cement plaster at the external surface shall be paid for separately) :
DSR rate₹12,725.00as per item analysis
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Item code
19.9.1.1
Sub-head
SH 19 · DRAINAGE
Unit
See analysis
Source row
1571
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)
1.67x1.67x0.225 m = 0.63 cum
4.1.6
Rate as per item no 4.1.6 of SH : Concrete Work
cum
0.63
₹7,178.75
₹4,522.61
Brick work with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand)
Curved on plan
3.14x1.14x0.074x0.23 = 0.061
3.14x(1.14+0.79)/2x0.711x0.23 = 0.496
Total= 0.557
Duduct arch ring and portion of pipe
2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum
2x3.14/4x(0.15)²x0.230 = 0.008 cum
Total= 0.026 cum
Net quantity 0.557-0.026 = 0.531 Say 0.53
6.1.1
Rate as per item no 6.1.1 of SH : Brick Work
cum
0.53
₹7,370.65
₹3,906.44
Brick work in arches with 7.5 class designation brick in cement mortar 1:3 ( 1 cement : 3 fine sand )
2x½x3.14x0.25 m x0.230x0.10 m
= 0.018 cum Say 0.02 cum
6.9
Rate as per item no 6.9 of SH : Brick Work
cum
0.02
₹15,077.95
₹301.56
Cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size )
For benching :
3.14/4x(0.91+0.82)²x0.20 = 0.118 cum
[(2x8.133)/360]x(4/3)x3.14x(0.45)³ =0.017 cum
Total = 0.135 cum
Less pipe : 0.91x3.14/4x(0.15)2² = (-) 0.016 cum
= 0.119 cum Say 0.12 cum
4.1.3
Rate as per item no. 4.1.3 of SH : concrete Work
cum
0.12
₹7,878.50
₹945.42
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(0.80+0.56)/2x0.49 = 1.05 sqm
3.14x0.56x0.075 = 0.13 sqm
Benching
3.14x(0.80)²/4-0.80x0.15+0.80x½x
3.14x0.15 = 0.57 sqm
Total= 1.75 sqm
13.9.1
Rate as per item no 13.9.1 of SH : Finishing
sqm
1.75
₹449.55
₹786.71
LABOUR
Extra labour for making channel :
0123
Mason 1st class
day
0.06
₹897.00
₹53.82
0124
Mason 2nd class
day
0.06
₹816.00
₹48.96
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
TOTAL
₹12,263.59
Add 1 % Water charges on "W-A"
₹10.92
TOTAL
₹12,274.51
Add GST on "X-A" (multiplying factor 0.2127)
₹234.54
TOTAL
₹12,509.05
Add 15% CPOH on "Y-A"
₹200.59
TOTAL
₹12,709.64
Add Cess @ 1% on "Z-A"
₹15.38
Cost of one manhole
₹12,725.02
Say
₹12,725.00
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