DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR SEWAGE PUMPING STATION AND GENERATOR ROOM AT BAH BAZAR AND
APPURTENANT WORKS
Sl.no.
1
Description
Quantity
Unit
Rate Rs
1 No
Each
L.S.
Amount RS.
Provision for 3.5 m dia 5.0 m
depth sump cum sewage pump
house including inlet chamber,
grit chamber screen chamber
including all material, labour and
T&P also including excavation,
dewatering etc all complete along
with 3.0m x 4.0m x gererator
room. The
Total
2500000.00
2500000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR SEWAGE PUMPING STATION AND GENERATOR ROOM AT SANGAM BAZAR
AND APPURTENANT WORKS
Sl.no.
1
Description
Quantity
Unit
Rate Rs
1 No
Each
L.S.
Amount RS.
Provision for 3.5 m dia 5.0 m
depth sump cum sewage pump
house including inlet chamber,
grit chamber screen chamber
including all material, labour and
T&P also including excavation,
dewatering etc all complete along
with 3.0m x 4.0m x gererator
room. The
Total
2500000.00
2500000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR SEWAGE PUMPING STATION AND GENERATOR ROOM AT SANTI BAZAR
AND APPURTENANT WORKS
Sl.no.
Description
Quantity
Unit
Rate Rs
Amount RS.
1
Provision for 4.5 m dia 5.0 m
depth sump cum sewage pump
house including inlet chamber,
grit chamber screen chamber
including all material, labour and
T&P also including excavation,
dewatering etc all complete along
with 3.0m x 4.0m x gererator
room. The
1 No
Total
Each
L.S.
3000000.00
3000000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
FORM 'J'
TO BE SUMMITED TO GOVT. OF UTTARANCHAL
Sl.NO.
DESCRIPTION
AMOUNT
Rs.
1
COST OF WORK
67301000.00
2
WORKCHARGED ESTABLISHMENT
67301000.00
CENTAGE
%
67301000.00
2
SUBTOTAL
3
CONTINGENCIES
4
SUBTOTAL
DEPARTMENTAL FEES FOR PROJECT
PREPARATION AND SUPERVISION
5
COST OF LAND ACQUISITION
TOTAL
Rs.
1346020.00
68647020.00
68647020.00
3
2059410.60
70706430.60
70706430.60
100000.00
12.5
8838303.83
100000.00
TOTAL
79644734.43
SAY
79645000.00
796.45 Lakh
6
COST TO BE BEARED BY GOVT. OF
INDIA AS PER FORM 'J'
50879500.00
7
COST TO BE BEARED BY GOVT. OF
UTTARANCHAL
28765500.00
PREPARED BY :
Recommended By
(Sanjeev Kumar)/(V.C. Purohit)
Assistant Engineer/Executive Engineer
(R.N. Verma)
General Manager
Ganga Pollution Control
Unit
Uttaranchal Peyjal Nigam
Srinagar Camp Dehradun
Construction Division (Ganga)
Uttaranchal Peyjal Nigam
Srinagar
Checked by:
Approved by
Computer
(Bhajan Singh)
Chief Engineer (Garhwal)
Uttaranchal Peyjal Nigam
Pauri
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
FORM 'J'
TO BE SUMMITED TO N.R.C.D., MOEF, GOVT. OF INDIA, NEW DELHI
FOR
CENTRAL ASSISTANCE
Sl.NO.
DESCRIPTION
AMOUNT
Rs.
1
COST OF WORK
67301000.00
2
CENTAGE
67301000.00
CENTAGE
%
TOTAL
Rs.
67301000.00
8
5384080.00
TOTAL
72685080.00
Say
72685000.00
726.85 Lakhs
3
STATE Vs CENTRAL SHARING 30:70
(a) COST TO BE BEARED BY GOVT.OF
INDIA
72685000.00
70
50879500.00
(b) COST TO BE BEARED BY GOVT.OF
UTTARANCHAL
72685000.00
30
21805500.00
PREPARED BY :
Recommended By
(Sanjeev Kumar)/(V.C. Purohit)
Assistant Engineer/Executive Engineer
(R.N. Verma)
General Manager
Ganga Pollution Control
Unit
Uttaranchal Peyjal Nigam
Srinagar Camp Dehradun
Construction Division (Ganga)
Uttaranchal Peyjal Nigam
Srinagar
Checked by:
Approved by
Computer
(Bhajan Singh)
Chief Engineer (Garhwal)
Uttaranchal Peyjal Nigam
Pauri
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
GENERAL ABSTRACT OF COST
Sl.No.
Description
Amount
1
2
Cost of Laying and jointing of sewer and appurtenant
works including Nala tapping, Gully pit etc.
3
1
2
(a) Cost of Sewage Pumping Station and Generator
room at Bah Bazar
33270000.00
2500000.00
3
(b) Cost of Sewage Pumping Station and Generator
room at Sangam Bazar
(c) Cost of Main Sewage Pumping Station at Santi
Bazar
(a) Cost of Rising main from Sewage Pumping
Station at Bah Bazar
(b) Cost of Rising main from Sewage Pumping
Station at Sangam Bazar
(c) Cost of Rising main from Main Sewage
Pumping at Santi Bazar
2500000.00
3000000.00
210000.00
6321000.00
4120000.00
4
Sub Total
Cost of Electrical, Mechnical works
51921000.00
15380000.00
5
Total
Cost of Land Acquisition.
67301000.00
100000.00
Total
67401000.00
Assistant Engineer
Table showing economic size of rising main from Bhajan Ashram Pumping Station for 143.25 lpm discharge
Sl
No.
Pipe
size
in
mm
1
1
2
3
4
2
80
100
125
150
Loss
of
head
per
100m
M
3
6.36
2.15
0.73
0.30
Cost of
power
col
3xrate
4
5959.32
2014.55
684.01
281.1
Cost of
pipe per
100m
including
specials
etc
Maintenance
charge of
rising main
@0.5% of
col5
Total
recurring
charges
col (4+6)
Capitalised
cost
(4+6)x7.606
Total cost
col (5+8)
Remarks
5
66500
84300
109600
136400
6
332.50
421.50
548.00
682.00
7
6291.82
2436.05
1232.01
963.10
8
47855.58
18528.60
9370.67
7325.34
9
114355.58
102828.60
118970.67
143725.34
10
Economical
Note :- Adopt 100 mm CI rising main which is economical
Table showing economic size of rising main from Gujrati Ashram Pumping Station for 82.50 lpm
discharge
Sl
No.
Pipe
size
in
mm
1
1
2
3
2
80
100
125
Loss
of
head
per
100m
M
3
0.23
0.08
0.03
Cost of
power
col
3xrate
4
124.20
43.20
16.20
Cost of
pipe per
100m
including
specials
etc
Maintenance
charge of
rising main
@0.5% of
col5
Total
recurring
charges
col (4+6)
Capitalised
cost
(4+6)x7.606
Total cost
col (5+8)
Remarks
5
66500
84300
109600
6
332.50
421.50
548.00
7
456.70
464.70
564.20
8
3473.66
3534.51
4291.31
9
69973.66
87834.51
113891.31
10
Economical
Note :- As the discharge is very low, the economical size is 80 mm however as per ease in maintenance and
minimum of sewer 100 mm CI rising main is adopted.
Table showing economic size of rising main from Main Pumping Station for 1699.50 lpm discharge
Sl
No.
Pipe
size
in
mm
1
1
2
3
4
2
100
150
200
250
Loss
of
head
per
100m
M
3
7.07
2.91
0.71
0.24
Cost of
power
col
3xrate
4
78575.98
32341.74
7890.94
2667.36
Cost of
pipe per
100m
including
specials
etc
Maintenance
charge of
rising main
@0.5% of
col5
Total
recurring
charges
col (4+6)
Capitalised
cost
(4+6)x7.606
Total cost
col (5+8)
Remarks
5
84300
136400
199100
268400
6
421.50
682.00
995.50
1342.00
7
78997.48
33023.74
8886.44
4009.36
8
600854.83
251178.57
67590.26
30495.19
9
685154.83
387578.57
266690.26
298895.19
10
Note :- Adopt 200 mm CI rising main which is economical.
Economical
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
Section
Length
M
Dia of
sewer
MM
Type
of
sewer
pipe
DETAIL OF EXCAVATION,TIMBERING AND ROAD CUTTING
Depth of Excavation M
RCC S&S Pipe
RCC S&S Pipe NP3 1.50NP3 0.00-1.50m
3.00mBGL
BGL M
M
Head
1
24-25
31-25
25-26
32-26
26-27
33-34
34-35
38-39
39-35
35-36
2
90
40
96
26
106
18
66
104
60
54
104
22
15
12
30
60
3
150
150
150
150
150
150
150
200
200
200
200
150
150
150
200
200
4
RCC
RCC
CI
CI
RCC
CI
RCC
RCC
RCC
RCC
CI
RCC
CI
CI
CI
RCC
5
1.380
1.200
1.595
1.200
1.300
1.010
1.200
1.300
1.300
2.790
1.300
1.200
1.200
1.300
2.525
1.200
Tail
6
1.380
1.595
1.565
1.200
1.010
1.000
1.200
1.200
2.790
1.200
1.200
1.200
1.215
2.420
1.200
0.940
CI ClassLA 0.00-1.50m
BGL
M
Mean
7
1.38
1.40
1.58
1.20
1.16
1.01
1.20
1.25
2.05
2.00
1.25
1.20
1.21
1.86
1.86
1.07
150mm
8
90
40
200mm
9
150mm
10
200mm
11
250mm
12
300mm
13
150mm
14
200mm
15
250mm
16
CI ClassLA
1.50-3.00 m
BGL
M
150
mm
17
200m
m
18
96
26
106
18
66
104
60
54
104
22
15
12
30
60
DI
Clas
s K-7
0.001.50
m
BGL
M
300m
m
19
36-37
37-27
27-28
30-28
28-29
29 PS1
21-22
22-23
1-2
2-3
15-14
13-14
14-3
3-5
12-5
15
40
5
50
42
26
195
160
112
128
75
110
30
50
116
55
50
50
34
13
46
15
15
60
45
30
29
30
44
31
17
9
23
15
200
200
200
150
150
200
300
300
150
200
200
250
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
200
150
RCC
RCC
CI
CI
RCC
CI
DI
RCC
RCC
CI
RCC
RCC
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
RCC
CI
RCC
CI
CI
CI
CI
CI
CI
RCC
0.940
1.280
1.300
2.600
1.200
1.300
1.200
1.805
1.200
1.230
2.500
1.400
1.200
1.302
1.270
1.300
1.300
1.300
1.300
1.200
1.400
1.300
1.300
1.300
1.300
1.300
1.300
1.200
1.330
1.200
1.300
0.890
2.260
1.200
1.280
1.200
1.200
1.200
1.200
1.200
1.305
1.540
1.225
2.200
1.200
2.825
1.202
1.130
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.430
2.480
1.200
0.870
0.890
2.260
1.200
1.600
1.11
1.24
1.25
1.90
1.20
1.25
1.25
1.67
1.21
1.72
1.85
2.11
1.20
1.22
1.24
1.25
1.25
1.25
1.25
1.20
1.30
1.25
1.25
1.25
1.25
1.25
1.37
1.84
1.27
1.04
1.10
1.58
1.73
1.40
15
40
5
50
42
26
195
160
112
128
75
110
30
50
116
55
50
50
34
13
46
15
15
60
45
30
29
30
44
31
17
9
23
15
5-7
7- PS2
20-19
19-19'
19'-16
16-17
18'-18
18-17
17-PS3
TOTAL
38
43
37
15
30
53
16
31
20
30
59
25
15
14
36
158
15
30
28
35
30
80
15
43
110
17
43
44
69
17
3864
150
150
150
150
200
200
200
200
150
150
150
150
200
150
150
150
150
150
150
150
150
150
150
150
250
250
250
250
250
250
CI
RCC
CI
CI
CI
RCC
CI
CI
CI
RCC
RCC
CI
CI
CI
RCC
CI
CI
RCC
RCC
CI
CI
CI
RCC
RCC
RCC
RCC
CI
CI
CI
CI
2.000
2.200
1.300
1.300
1.300
1.380
1.350
1.130
1.200
1.300
1.300
1.300
2.525
1.200
1.400
1.200
0.720
1.850
1.300
1.250
1.230
1.340
1.380
1.251
1.000
3.090
1.150
1.350
1.317
1.400
2.100
1.200
1.200
1.200
1.280
1.205
0.631
2.522
1.200
1.200
1.200
1.200
0.000
1.200
1.200
0.710
1.770
1.200
1.250
1.230
1.240
1.380
1.151
1.400
3.090
1.150
1.200
1.216
1.255
0.000
2.05
1.70
1.25
1.25
1.29
1.29
0.99
1.83
1.20
1.25
1.25
1.25
1.26
1.20
1.30
0.96
1.25
1.53
1.28
1.24
1.24
1.36
1.27
1.33
2.05
2.12
1.18
1.28
1.29
0.70
38
43
37
15
30
53
16
31
20
30
59
25
15
14
36
158
15
30
28
35
30
80
15
43
110
17
778
272
73
189
237
160
1144
196
43
44
69
17
173
235
212
195
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
DETAIL OF MANHOLES AND SEWER CONNECTING CHAMBERS
Slab type Manhole
1.00x1.20x3.00m
Slab type Manhole
1.00x1.20x4.50m
Slab type Manhole
1.00x1.20x6.00m
Section
Slab type Manhole
1.00x1.20x1.50m
1
24-25
31-25
Sewer Connecting
Chambers
0.60x0.60x1.50m
Sewer Connecting
Chambers
0.60x0.60x3.00m
Sewer Connecting
Chambers
0.60x0.60x4.50m
Sewer
Connecting
Chambers
0.60x0.60x6.0
0m
No
Depth
Variation
No
Depth
Variation
No
Depth
Variation
No
Depth
Variation
No
Depth
Variation
No
Depth
Variation
No
Depth
Variation
No
Depth
Va
ria
tio
n
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
1
1.38
-0.12
1
0.66
-0.84
1
1.03
-0.47
1
1.20
-0.30
25-26
1
1
1.72
1.60
-1.28
-1.41
1
1.70
-1.30
1
1
1
1.45
2.56
2.46
1
1.02
-0.48
1
0.85
-0.65
1
1.21
-0.29
1
1.46
-0.04
1
1.54
1.65
-1.35
1
2.13
-0.87
1
1.95
-1.05
-0.44
-0.54
-0.05
1
1
-1.47
1.49
-0.01
1
1.22
-0.29
1
32-26
1
1
1
1.20
1.30
1.21
1.01
-0.49
33-34
1
1.20
-0.30
1
1.64
-1.37
1
1
1
1.55
1.80
1.70
-1.45
-1.21
-1.30
1
1
1.42
-0.08
1
1.01
-0.50
1.70
1.30
-1.21
1
1.35
-0.15
1
1.70
-1.30
-1.31
-0.48
-0.20
1
1
1
1.55
1.78
1.87
-1.46
-1.22
-1.14
1
1.54
-1.47
1
1
1.80
-0.20
-0.29
1
1.02
1.30
1
-0.27
-0.30
26-27
1
1
2.74
1.42
-0.08
-0.20
1
1
34-35
1.68
2.79
-1.33
-0.21
1
1
1
1
1.30
1.34
4.07
-0.44
1
2.68
-0.32
1
1.61
-1.39
-0.20
-0.16
1
1.89
-1.12
3.43
-1.07
1
1
1
1.30
1.04
1.21
-0.20
-0.46
-0.29
38-39
1
1
1.37
1.20
-0.14
-0.30
39-35
1
1.20
-0.30
35-36
1
1.20
-0.30
1
1.18
-0.32
1
0.94
-0.56
37-27
1
1.28
-0.22
1
1.07
-0.43
28-29
2.23
-0.77
1
1.67
-1.34
1
36-37
27-28
30-28
1
1
1.30
2.53
1
1.29
-0.21
1
1.20
-0.30
1
1.25
-0.25
1
1.95
-1.05
1
1.86
-1.14
1
1.89
-1.11
-0.48
1
1.19
-0.31
1
1.06
-0.44
1
1.11
-0.39
1
1.18
-0.32
1
1.19
-0.31
-0.20
1
1
1.18
-0.32
1
1.39
-0.11
1
1
1
1.20
1.20
1.30
-0.30
-0.30
-0.20
2.60
-0.40
1
1.28
-0.22
1
1.29
-0.21
1
29-PS1
21-22
22-23
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1.20
1.00
1.00
1.00
1.00
1.41
1.38
1.03
1.06
1.18
1.32
1.28
1.26
1.06
1.20
1.39
1.48
1.24
1.25
1.23
1.25
1.01
1.49
-0.30
-0.50
-0.50
-0.50
-0.50
1
1
1
1
3.00
2.64
1.97
1.81
0.00
-0.37
-1.03
-1.20
1
1
1.56
1.63
-1.44
-1.37
1
1
1
1
1.78
2.50
1.89
1.89
-1.22
-0.50
-1.11
-1.11
-0.09
-0.12
-0.47
-0.44
-0.32
-0.18
-0.22
-0.24
-0.44
-0.30
-0.11
-0.02
-0.26
-0.25
-0.27
-0.25
-0.49
-0.01
1.25
-0.25
1
1
1
1
1-2
1
1
1
1.40
1.03
1.08
1.13
1.20
1.30
1.27
-0.10
-0.48
-0.42
-0.38
1
2.53
-0.48
1
1
2.12
2.35
-0.88
-0.65
-0.30
-0.20
-0.23
1
1
1
1
1
1
1
1
1
1
1
1
1.30
1.18
1.43
1.38
1.30
2.99
2.73
2.49
2.04
1.91
1.58
3.36
-1.14
-0.01
-0.27
-0.51
-0.96
-1.09
-1.42
1
1.44
-0.06
1
1.38
-0.12
-0.20
-0.32
-0.07
-0.12
1
1
1
1.52
1.90
2.08
-1.48
-1.11
-0.92
1
2.04
-0.96
-0.20
1
1
1
1
1.30
1.02
1.20
1.40
-0.20
-0.48
-0.30
-0.10
1
1
1.35
1.30
-0.15
-0.20
1
1
1.30
1.30
-0.20
-0.20
1
1
1
1
1
15-14
13-14
1.30
1.30
0.96
-0.54
1
1.30
-0.20
1
1.20
-0.30
1
1
1.30
1.27
-0.20
-0.23
1
1.20
-0.30
1
1
1
1
1
1.06
1.02
1.12
1.33
1.41
-0.44
-0.48
-0.38
-0.17
-0.09
1
1.46
-0.04
1
1.20
-0.30
1.30
-1.36
-1.29
-1.35
-0.20
-0.20
1
1
1.64
1.71
1.65
-0.20
1
1.91
-1.09
1
1
2.34
1.67
-0.66
-1.33
1
2.10
-0.90
1
1
1
1
2.79
2.06
1.93
2.03
-0.21
-0.94
-1.07
-0.97
1
1.13
-0.37
1
1.13
-0.37
1
1.25
-0.25
1
1.25
-0.25
1
1.24
-0.27
14-3
3-5
12-5
1
0.89
-0.61
1
1
1.43
1.20
-0.07
-0.30
1
1
5-7
1
1
1
1
1
1
1
1
1
1
11-7
1
1
1
1
1
1
1
1
1.38
1.13
1.30
1.48
1.38
1.16
1.30
1.30
1.04
1.38
1.35
1.30
1.20
1.13
1.30
1.30
1.21
1.20
1.30
1.20
1
2.26
-0.74
1
2.00
-1.00
1
1
1
1
2.20
1.76
1.83
1.51
-0.80
-1.24
-1.17
-1.49
1
1
1
1.65
1.78
1.89
-1.36
-1.22
-1.11
1
1
1.78
2.02
-1.23
-0.99
-0.12
-0.37
-0.20
-0.02
-0.12
-0.34
-0.20
-0.20
-0.46
-0.12
-0.15
-0.20
-0.30
-0.37
-0.20
-0.20
-0.29
-0.30
-0.20
-0.30
7-PS2
20-19
1
1.20
-0.30
1
1
1
1
1
1
1
1.40
1.37
1.03
1.20
1.08
1.30
1.32
-0.10
-0.13
-0.47
-0.30
-0.42
-0.20
-0.18
1
1
1
1
1
1
1
1.38
1.43
0.86
0.66
0.57
0.46
0.72
-0.12
-0.07
-0.64
-0.84
-0.93
-1.05
-0.78
1
1
1.30
1.25
-0.20
-0.25
1
1
1
1
1
1
1
1
1
1.23
1.23
1.25
1.34
1.06
1.05
1.07
1.08
1.07
-0.27
-0.27
-0.25
-0.16
-0.44
-0.45
-0.43
-0.42
-0.43
19-19'
19'-16
1
2.53
-0.48
1
1.66
-1.34
1
1
1
1
2.37
2.68
2.96
2.05
-0.63
-0.33
-0.04
-0.95
1
1.85
-1.15
1
1.90
-1.11
16-17
18'-18
1
1
1
1
1
1
1.08
1.09
1.38
1.25
1.07
1.00
-0.42
-0.41
-0.12
-0.25
-0.43
-0.50
1
2.81
-0.19
1
1
1
1
18-17
1
1
1
1
1
1
17-PS3
TOTAL
1
154
1.15
1.38
1.45
1.35
1.32
1.29
1.40
1
2.85
-0.16
1
1
2.27
1.94
-0.73
-1.06
1
1
1
1
1
2.81
2.59
1.82
1.53
1.64
-0.19
-0.41
-1.18
-1.47
-1.36
3.99
3.09
4.78
3.80
-0.71
-1.22
-0.51
-1.41
-0.35
-0.12
-0.05
-0.15
-0.18
-0.21
-0.10
-44.76
85
-80.55
4
-3.50
1
-1.22
27
-7.18
10
-10.78
2
-1.78
0
0.
0
0
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
DETAIL OF EXCAVATION,TIMBERING AND ROAD CUTTING
Section
1
24-25
31-25
25-26
32-26
26-27
33-34
34-35
38-39
39-35
35-36
36-37
37-27
27-28
30-28
Length
Dia of
sewer
M
2
90
40
96
26
106
18
66
104
60
54
104
22
15
12
30
60
15
40
5
50
M
3
150
150
150
150
150
150
150
200
200
200
200
150
150
150
200
200
200
200
200
150
Type of
sewer
pipe
M
4
RCC
RCC
CI
CI
RCC
CI
RCC
RCC
RCC
RCC
CI
RCC
CI
CI
CI
RCC
RCC
RCC
CI
CI
Depth of Excavation
Head
Tail
Mean
M
5
1.380
1.200
1.595
1.200
1.300
1.010
1.200
1.300
1.300
2.790
1.300
1.200
1.200
1.300
2.525
1.200
0.940
1.280
1.300
2.600
M
6
1.380
1.595
1.565
1.200
1.010
1.000
1.200
1.200
2.790
1.200
1.200
1.200
1.215
2.420
1.200
0.940
1.280
1.200
1.200
1.200
M
7
1.38
1.40
1.58
1.20
1.16
1.01
1.20
1.25
2.05
2.00
1.25
1.20
1.21
1.86
1.86
1.07
1.11
1.24
1.25
1.90
Top
Width
M
8
1.00
1.00
1.50
1.00
1.00
1.00
1.00
1.00
1.50
1.50
1.00
1.00
1.00
1.50
1.50
1.00
1.00
1.00
1.00
1.50
Excavation
0.00-1.50
1.50-3.00
m BGL
m BGL
Cum
9
124.20
56.00
227.52
31.20
122.43
18.09
79.20
130.00
184.50
161.60
130.00
26.40
18.11
33.48
83.81
64.20
16.65
49.60
6.25
142.50
Cum
10
Timbering
0.003.00m
BGL
Sqm
11
7.68
33.00
26.73
4.32
10.88
20.00
123.00
107.73
Road cutting
Cement
Bituminuous
Concreting
Sqm
12
40.00
144.00
26.00
106.00
18.00
66.00
104.00
90.00
81.00
104.00
22.00
15.00
18.00
45.00
60.00
15.00
40.00
5.00
75.00
Sqm
13
90.00
28-29
29 PS1
21-22
22-23
1-2
2-3
15-14
13-14
14-3
3-5
12-5
42
26
195
160
112
128
75
110
30
50
116
55
50
50
34
13
46
15
15
60
45
30
29
30
44
31
17
9
23
15
38
43
37
15
150
200
300
300
150
200
200
250
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
200
150
150
150
150
150
RCC
CI
DI
RCC
RCC
CI
RCC
RCC
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
RCC
CI
RCC
CI
CI
CI
CI
CI
CI
RCC
CI
RCC
CI
CI
1.200
1.300
1.200
1.805
1.200
1.230
2.500
1.400
1.200
1.302
1.270
1.300
1.300
1.300
1.300
1.200
1.400
1.300
1.300
1.300
1.300
1.300
1.300
1.200
1.330
1.200
1.300
0.890
2.260
1.200
2.000
2.200
1.300
1.300
1.200
1.200
1.305
1.540
1.225
2.200
1.200
2.825
1.202
1.130
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.200
1.430
2.480
1.200
0.870
0.890
2.260
1.200
1.600
2.100
1.200
1.200
1.200
1.20
1.25
1.25
1.67
1.21
1.72
1.85
2.11
1.20
1.22
1.24
1.25
1.25
1.25
1.25
1.20
1.30
1.25
1.25
1.25
1.25
1.25
1.37
1.84
1.27
1.04
1.10
1.58
1.73
1.40
2.05
1.70
1.25
1.25
1.00
1.00
1.00
1.50
1.00
1.50
1.50
1.50
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.50
1.00
1.00
1.00
1.50
1.50
1.00
1.50
1.50
1.00
1.00
50.40
32.50
244.24
401.40
135.80
329.28
208.13
348.56
36.03
60.80
143.26
68.75
62.50
62.50
42.50
15.60
59.80
18.75
18.75
75.00
56.25
37.50
39.59
82.80
55.66
32.09
18.62
21.26
59.69
21.00
116.85
109.65
46.25
18.75
42.00
26.00
27.60
27.52
26.25
67.38
240.00
232.38
10.20
0.68
5.29
20.90
8.60
112.00
192.00
112.50
165.00
77.90
30.00
50.00
116.00
55.00
50.00
50.00
34.00
13.00
46.00
15.00
15.00
60.00
45.00
30.00
29.00
45.00
44.00
31.00
17.00
13.50
34.50
15.00
57.00
64.50
37.00
15.00
5-7
7- PS2
20-19
19-19'
19'-16
16-17
18'-18
18-17
17-PS3
TOTAL
30
53
16
31
20
30
59
25
15
14
36
158
15
30
28
35
30
80
15
43
110
17
43
44
69
17
3864
200
200
200
200
150
150
150
150
200
150
150
150
150
150
150
150
150
150
150
150
250
250
250
250
250
250
CI
RCC
CI
CI
CI
RCC
RCC
CI
CI
CI
RCC
CI
CI
RCC
RCC
CI
CI
CI
RCC
RCC
RCC
RCC
CI
CI
CI
CI
1.300
1.380
1.350
1.130
1.200
1.300
1.300
1.300
2.525
1.200
1.400
1.200
0.720
1.850
1.300
1.250
1.230
1.340
1.380
1.251
1.000
3.090
1.150
1.350
1.317
1.400
1.280
1.205
0.631
2.522
1.200
1.200
1.200
1.200
0.000
1.200
1.200
0.710
1.770
1.200
1.250
1.230
1.240
1.380
1.151
1.400
3.090
1.150
1.200
1.216
1.255
0.000
1.29
1.29
0.99
1.83
1.20
1.25
1.25
1.25
1.26
1.20
1.30
0.96
1.25
1.53
1.28
1.24
1.24
1.36
1.27
1.33
2.05
2.12
1.18
1.28
1.29
0.70
1.00
1.00
1.00
1.50
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.50
1.00
1.00
1.00
1.00
1.00
1.00
1.50
1.50
1.00
1.00
1.00
1.00
38.70
68.50
15.85
84.91
24.00
37.50
73.75
31.25
18.94
16.80
46.80
150.89
18.68
68.63
35.70
43.40
37.05
108.80
18.98
57.00
337.43
54.06
50.53
56.45
88.73
11.90
6431.44
30.00
53.00
16.00
46.50
20.00
30.00
59.00
25.00
10.11
14.00
36.00
158.00
15.00
0.75
45.00
28.00
35.00
30.00
80.00
15.00
43.00
59.95
10.54
224.95
36.04
378.36
802.00
165.00
25.50
43.00
44.00
69.00
3215.50
Assistant Engineer
974.50
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
DETAIL MEASUREMENT FOR BEDDING
Sl.No
1
Description
Excavation for bedding under RCC sewer
along main road.
0-1.50 m BGL
150 mm RCC pipe
Section 21-22
Section 19-19'
150 mm CI pipe
2
L
B
H
Qty.
1
1
1
90
112
28
0.6
0.6
0.6
0.15
0.15
0.15
8.10
10.08
2.52
1
35
0.6
0.15
3.15
Unit
Section 24-25
Section19-19'
Total
1.50-3.00 m BGL
150 mm RCC pipe
Section 19-19'
200 mm RCC pipe
Section 22-23
250 mm RCC pipe
Section 22-23
Section 18-18'
200 mm CI pipe
No
23.85
1
30
0.6
0.15
2.70
1
75
0.6
0.15
6.75
1
1
110
110
0.6
0.6
0.15
0.15
9.90
9.90
1
128
0.6
0.15
11.52
Cum
Section 22-23
Total
PCC 1:2:4 for bedding same as above
40.77
Cum
0-1.50 m BGL
1.50-3.00 m BGL
23.85
Cum
40.77
Cum
Assistant Engineer
UNIT ESTIMATE FOR NALA TAPPING ARRANGEMENT
Sl.No
1
Description
Excavation Side wall
No
1
1
2
4
B
3.00
1.26
0.30
1.134
3.843
1.76
(0.30+1.00)
2
3.36
3.00
3.36
1.26
1.76
R.C.C 1:2:4
Nala bed
Weir
Slab
6
7
Qty.
Rate
Amount
4.977
61.65
306.83
0.15
0.15
0.567
0.887
1.454
1462.70
2126.82
2051.10
4670.35
0.072
0.156
1.322
2809.85
3715.63
1.600
0.050
3940.00
2030.55
6304.00
101.53
Brick Work
2
3.00
0.23
2
4
2.00
1.10
0.23
0.23
1
1
3.00
3.36
1.26
1.76
1
2
2
2
0.6
1.56
0.1
0.2
0.5
Partition Wall
5
H
P.C.C 1:4:8
1
1
3
L
M.S. work in RCC
PCC 1:2:4
Supply and fixing of
following:
Qtl.
1x1/2
0.50
(0.50+0.75)
2
1
0.10
0.1
(0.50+0.75)
2
0.3
0.1
(0.3x0.3x1.10)
0.690
0.575
1.012
2.277
0.378
0.591
0.125
(i)
(ii)
8
9
Coarse bar screen (1x0.5)
-
-
-
2000.00
4000.00
2
-
-
-
4000.00
8000.00
2
-
-
-
1
-
-
-
2
-
-
-
2
Nos
1
Nos
2
Nos
42000.00
84000.00
1590.55
1590.55
175.35
350.70
Job
-
-
-
Job
5780.00
5780.00
Job
-
-
-
Job
5095.00
5095.00
Job
-
-
-
Job
3958.58
3958.58
Fine bar screen (1x0.5)
Supply and fixing of CI sluce
gate of sixe (0.3x0.3)
Fixing of M.H. cover size
(0.6x0.45)
10
12
Fixing of foot step
Connecting of Sewer line
with RCC pipe
Diversion of Gadhera
13
Unforeseen Items
11
Total
2
Nos
2
Nos
2
130000.00
Assistant Engineer
UNIT ESTIMATE FOR GULLY PIT ARRANGEMENT
Sl.No
Description
Unit
Qty.
1
Excavation in soil mixed with shingle boulder etc. building
work. (4.65x60%)
Cum
2.79
61.65
172.00
2
Same as item no-1 but for excavation hord rock
(4.65x60%)
Cum
1.86
330.00
613.80
3
PCC 1:4:8
1462.70
235.49
Cum
4
Brick masanary in 1:3
5
RCC 1:2:4 in slab
6
MS work in RCC
7
12 mm thick PC plaster in 1:3
8
Gully grating
9
0.16
Rate
Amount
Cum
1.77
2051.10
3630.45
Cum
0.03
2809.85
84.30
Cum
0.20
2030.55
406.11
Sqm
2.30
122.70
282.21
(i) 0.60 x 0.60 m
No
1
2000.00
2000.00
(ii) 0.40 x 0.30 m
No
2
1000.00
2000.00
3.000
197.99
175.35
1187.94
526.05
0.770
3940.00
3033.80
Laying and jointing of 150 mm dia RCC pipe including
cost of pipe
10
Fixing of Foot step
RM
No
11
Iron frame (100x100x6mm)
Qtl
6.000
12
Reinforcement of drain
Job
Job
2000.00
2000.00
13
Site development and other unforeseen items
Job
Job
1335.86
1827.85
Total
18000.00
Assistant Engineer
UNIT CONSUMPTION STATEMENT FOR GULLY PIT AND NALA TAPPING ETC .
Sl.No
1
1
Particulars
2
Unit
Qty.
Gully pits
3
No
4
1
2
Nala Tapping
No
1
3
RCC 1:1:5:3
Cum
4
PCC 1:4:8
5
Cement
Bags
5
5
Sand
Coarse
Cum
Stone Grit
Fine
Cum
0.03
20-40
mm
Cum
9
0.15
0.51
1.24
1.38
-
0.90
6
0.09
7
0.43
19.50
1.32
1
8.04
0.45
Cum
1
3.46
0.48
RR 1:6
Cum
1
1.76
-
0.35
6
Pointing 1:2
Sqm
1
0.11
-
0.007
7
PCC 1:2:4
Cum
1
6.620
0.450
10-20
mm Cum
8
Stone
Cum
Bricks
Nos.
Steel
Qtl.
10
11
885.00
12
0.20
1139.00
1.60
0.96
1.11
0.900
0.785
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR RISING MAIN FROM BAH BAZAR PUMPING STATION TO GRAVITY MAN HOLE
AND APPURTENANT WORKS
Sl.no.
1
Description
(b) Hard Rock
Supply of following size and type pipes
including cartage upto departmental
store.
(a) C.I. Class LA
(i) 100 mm
3
Unit
Rate Rs
Amount RS.
Excavation in trenches in soil mix with
single,bajri etc in following depths
below ground level including dressing
levelling,refilling of trenches in 15 cm.
Layers and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
assuming 50% excavation in soil mix)
and remaning 50% in hard rock.
(a).Soil Mix
2
Quantity
(b) C.I. Specials 10%
Supply amd fixing of following valves
(a) Air valve double orifice
(b) C.I. Sluice valve
54.90
54.9
Cum
Cum
61.65
330.00
3384.59
18117.00
90.00
M
900.00
81000.00
8100.00
Each
Each
5000.00
7000.00
5000.00
7000.00
1
1
4
Cartage from store to site of works the
following dia pipes lowering it into
trenches in following depths laying true
to alingnment, gradient and making
joints with rubber gasket including
testing etc. complete
(a) C.I. Class LA
(i) 100 mm
5
6
Baricating of Sewer trenches
Provide all material and provide
following chambers.
(a) Air valve Chamber(1x1.20x1.50)
(b) Scour valve Chamber(1x1.20x1.50)
7
8
9
10
11
Provision for disposal of surplus earth
from the site of work
Provision for Thrust Block 1mx1mx1m
RCC 1:2:4
Provision for Dismentalling and
reistatement of masonary work
Provision for cartage of material as per
attached
Unforseen Items
Total
90.00
180.00
M
M
8.40
32.35
756.00
5823.00
1
Each
11000.00
11000.00
1
Each
11000.00
11000.00
0.85
Cum
654.00
555.90
5.00
Cum
2030.55
10152.75
LS
5000.00
LS
34000.00
9110.76
1 Job
1 Job
210000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR RISING MAIN FROM SANGAM BAZAR PUMPING STATION AND APPURTENANT
WORKS
Sl.no.
1
Description
3
4
Unit
Rate Rs
Amount RS.
Excavation in trenches in soil mix with
single,bajri etc in following depths
below ground level including dressing
levelling,refilling of trenches in 15 cm.
Layers and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
assuming 50% excavation in soil mix)
and remaning 50% in hard rock.
(a).Soil Mix
2
Quantity
(b) Hard Rock
Dismentling of all types of road
surfaces of pavements for laying
sewers and appurtenant works
including sorting out serviceable
materials and disposal of
unserviceable materials.
(a) CC road
(b) Bitminus
Provision for payment of road cutting
charges for dismentalling of roads to
be paid toP.W.D. or NagarPalika.
(a) CC road
(b) Bitminus
Supply of following size and type pipes
including cartage upto departmental
store.
(a) C.I. Class LA
(i)150 mm
(b) C.I. Specials 10%
1351.15
1351.15
Cum
Cum
61.65
330.00
83298.40
445879.50
1000.00
800.00
Sqm
Sqm
40.15
40.15
40150.00
32120.00
1000.00
800.00
Sqm
Sqm
1000.00
910.00
1000000.00
728000.00
2215.00
M
1240.00
2746600.00
274660.00
5
6
7
8
Supply amd fixing of following valves
(a) Air valve double orifice
(b) C.I. Sluice valve
(c) Reflux valve
Cartage from store to site of works the
following dia pipes lowering it into
trenches in following depths laying true
to alingnment, gradient and making
joints with rubber gasket including
testing etc. complete
(a) C.I. Class LA
(i) 150 mm
Baricating of Sewer trenches
Provide all material and provide
following chambers.
(a) Air valve Chamber(1x1.20x1.50)
(b) Scour valve Chamber(1x1.20x1.50)
(c) Reflux valveChamber(1x1.20x1.50)
9
10
11
12
13
14
Provision for shifting of water supply
mains and connections
Provision for disposal of surplus earth
from the site of work
Provision for Thrust Block 1mx1mx1m
and pillars RCC 1:2:4
Provision for Dismentalling and
reistatement of masonary work
Provision for cartage of material as per
attached
Unforseen Items
Total
7
9
1
Each
Each
Each
5000.00
7000.00
10000.00
35000.00
63000.00
10000.00
2215.00
4430.00
M
M
12.80
32.35
28352.00
143310.50
7
Each
11000.00
77000.00
9
Each
11000.00
99000.00
1
Each
11000.00
11000.00
10
Each
695.00
6950.00
50.25
Cum
654.00
32863.50
60.10
Cum
2030.55
122036.06
LS
30000.00
LS
304000.00
7780.05
1 Job
1 Job
6321000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR RISING MAIN FROM SANTI BAZAR PUMPING STATION AND APPURTENANT
WORKS
Sl.no.
1
Description
Unit
Rate Rs
Amount RS.
Excavation in trenches in soil mix with
single,bajri etc in following depths
below ground level including dressing
levelling,refilling of trenches in 15 cm.
Layers and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
assuming 50% excavation in soil mix)
and remaning 50% in hard rock.
(a).Soil Mix
2
Quantity
(b) Hard Rock
Dismentling of all types of road
surfaces of pavements for laying
sewers and appurtenant works
including sorting out serviceable
materials and disposal of
unserviceable materials.
(a) CC road
(b) Bitminus
885.72
885.72
Cum
Cum
61.65
330.00
54604.64
292287.60
150.00
1100.00
Sqm
Sqm
40.15
40.15
6022.50
44165.00
3
4
Provision for payment of road cutting
charges for dismentalling of roads to
be paid toP.W.D. or NagarPalika.
(a) CC road
(b) Bitminus
Supply of following size and type pipes
including cartage upto departmental
store.
(a) C.I. Class LA
(i)150 mm
5
6
7
8
Sqm
Sqm
1000.00
910.00
150000.00
1001000.00
1452.00
M
1240.00
1800480.00
180048.00
Each
Each
Each
5000.00
7000.00
10000.00
20000.00
42000.00
10000.00
1452.00
2904.00
M
M
12.80
32.35
18585.60
93944.40
4
Each
11000.00
44000.00
6
Each
11000.00
66000.00
1
Each
11000.00
11000.00
10
Each
695.00
6950.00
(b) C.I. Specials 10%
Supply amd fixing of following valves
(a) Air valve double orifice
(b) C.I. Sluice valve
(c) Reflux valve
Cartage from store to site of works the
following dia pipes lowering it into
trenches in following depths laying true
to alingnment, gradient and making
joints with rubber gasket including
testing etc. complete
(a) C.I. Class LA
(i) 150 mm
Baricating of Sewer trenches
Provide all material and provide
following chambers.
(a) Air valve Chamber(1x1.20x1.50)
(b) Scour valve Chamber(1x1.20x1.50)
(c) Reflux valveChamber(1x1.20x1.50)
9
150.00
1100.00
Provision for shifting of water supply
mains and connections
4
6
1
10
11
12
13
14
Provision for disposal of surplus earth
from the site of work
Provision for Thrust Block 1mx1mx1m
RCC 1:2:4
Provision for Dismentalling and
reistatement of masonary work
Provision for cartage of material as per
attached
Unforseen Items
Total
32.94
Cum
654.00
21542.76
30.00
Cum
2030.55
60916.50
1 Job
LS
20000.00
1 Job
LS
171000.00
5453.00
4120000.00
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
ABSTRACT OF COST FOR RISING MAIN FROM TILOTH VILLAGE PUMPING STATION TO GRAVITY MAN
HOLE AND APPURTENANT WORKS
Sl.no.
1
Description
3
Unit
Rate Rs
Amount RS.
Excavation in trenches in soil mix
with single,bajri etc in following
depths below ground level including
dressing levelling,refilling of trenches
in 15 cm. Layers and disposal of
surplus earth upto 50 m distance.
(a).0.00to1.50m.BGL
assuming 50% excavation in soil
mix) and remaning 50% in hard rock.
(a).Soil Mix
2
Quantity
(b) Hard Rock
Dismentling of all types of road
surfaces of pavements for laying
sewers and appurtenant works
including sorting out serviceable
materials and disposal of
unserviceable materials.
(a) Bitminus
Provision for payment of road cutting
charges for dismentalling of roads to
be paid toP.W.D. or NagarPalika.
(a) Bitminus
257.60
257.60
Cum
Cum
61.65
330.00
15881.04
85008.00
460.00
Sqm
40.15
18469.00
460.00
Sqm
910.00
418600.00
4
Supply of following size and type
pipes including cartage upto
departmental store.
(a) C.I. Class LA
(i) 100 mm
5
6
7
8
9
10
11
12
13
(b) C.I. Specials 10%
Supply amd fixing of following
valves
(a) Air valve double orifice
(b) C.I. Sluice valve
Cartage from store to site of works
the following dia pipes lowering it
into trenches in following depths
laying true to alingnment, gradient
and making joints with rubber gasket
including testing etc. complete
(a) C.I. Class LA 100 MM
Baricating of Sewer trenches
Provide all material and provide
following chambers.
(a) Air valve Chamber(1x1.20x1.50)
(b) Scour valve
Chamber(1x1.20x1.50)
Provision for disposal of surplus
earth from the site of work
Provision for Thrust Block
1mx1mx1m RCC 1:2:4
Provision for Dismentalling and
reistatement of masonary work
Provision for cartage of material as
per attached
Unforseen Items
Total
460.00
M
900.00
414000.00
41400.00
Each
Each
5000.00
7000.00
10000.00
14000.00
460.00
920.00
M
M
8.40
32.35
3864.00
29762.00
2
Each
11000.00
22000.00
2
Each
11000.00
22000.00
4.37
Cum
654.00
2857.98
5.00
Cum
2030.55
10152.75
1 Job
LS
5000.00
1 Job
LS
55000.00
2005.23
2
2
1170000.00
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
ABSTRACT OF COST FOR RISING MAIN FROM KAILASH ASHRAM PUMPING STATION TO GRAVITY MAN
HOLE AND APPURTENANT WORKS
Sl.no.
1
Description
3
Unit
Rate Rs
Amount RS.
Excavation in trenches in soil mix
with single,bajri etc in following
depths below ground level including
dressing levelling,refilling of trenches
in 15 cm. Layers and disposal of
surplus earth upto 50 m distance.
(a).0.00to1.50m.BGL
assuming 50% excavation in soil
mix) and remaning 50% in hard rock.
(a).Soil Mix
2
Quantity
(b) Hard Rock
Dismentling of all types of road
surfaces of pavements for laying
sewers and appurtenant works
including sorting out serviceable
materials and disposal of
unserviceable materials.
(a) Bitminus
Provision for payment of road cutting
charges for dismentalling of roads to
be paid toP.W.D. or NagarPalika.
(a) Bitminus
373.52
373.52
Cum
Cum
61.65
330.00
23027.51
123261.60
667.00
Sqm
40.15
26780.05
667.00
Sqm
910.00
606970.00
4
Supply of following size and type
pipes including cartage upto
departmental store.
(a) C.I. Class LA
(i)100 mm
5
6
7
8
9
10
11
12
13
14
(b) C.I. Specials 10%
Supply amd fixing of following
valves
(a) Air valve double orifice
(b) C.I. Sluice valve
Cartage from store to site of works
the following dia pipes lowering it
into trenches in following depths
laying true to alingnment, gradient
and making joints with rubber gasket
including testing etc. complete
(a) C.I. Class LA 100 mm
Baricating of Sewer trenches
Provide all material and provide
following chambers.
(a) Air valve Chamber(1x1.20x1.50)
(b) Scour valve
Chamber(1x1.20x1.50)
Provision for shifting of water supply
mains and connections
Provision for disposal of surplus
earth from the site of work
Provision for Thrust Block
1mx1mx1m and pillars RCC 1:2:4
Provision for Dismentalling and
reistatement of masonary work
Provision for cartage of material as
per attached
Unforseen Items
667.00
M
900.00
600300.00
60030.00
Each
Each
5000.00
7000.00
15000.00
7000.00
667.00
1334.00
M
M
8.40
32.35
5602.80
43154.90
3
Each
11000.00
33000.00
1
Each
11000.00
11000.00
10
Each
695.00
6950.00
6.33
Cum
654.00
4139.82
10.00
Cum
2030.55
20305.50
1 Job
LS
10000.00
1 Job
LS
80000.00
3477.82
3
1
Total
1680000.00
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
ABSTRACT OF COST FOR RISING MAIN FROM TAMBAKHANI PUMPING STATION TO GRAVITY MAN
HOLE AND APPURTENANT WORKS
Sl.no.
1
Description
Unit
Rate Rs
Amount RS.
Excavation in trenches in soil mix
with single,bajri etc in following
depths below ground level including
dressing levelling,refilling of trenches
in 15 cm. Layers and disposal of
surplus earth upto 50 m distance.
(a).0.00to1.50m.BGL
assuming 50% excavation in soil
mix) and remaning 50% in hard rock.
(a).Soil Mix
2
Quantity
(b) Hard Rock
Dismentling of all types of road
surfaces of pavements for laying
sewers and appurtenant works
including sorting out serviceable
materials and disposal of
unserviceable materials.
(a) Bitminus
419.07
419.07
Cum
Cum
61.65
330.00
25835.67
138293.10
687.00
Sqm
40.15
27583.05
3
Provision for payment of road cutting
charges for dismentalling of roads to
be paid toP.W.D. or NagarPalika.
(a) Bitminus
4
Supply of following size and type
pipes including cartage upto
departmental store.
(a) C.I. Class LA
(i) 200 mm
5
6
7
8
9
10
11
(b) C.I. Specials 10%
Supply amd fixing of following
valves
(a) Air valve double orifice
(b) C.I. Sluice valve
Cartage from store to site of works
the following dia pipes lowering it
into trenches in following depths
laying true to alingnment, gradient
and making joints with rubber gasket
including testing etc. complete
(a) C.I. Class LA 200 MM
Baricating of Sewer trenches
Provide all material and provide
following chambers.
(a) Air valve Chamber(1x1.20x1.50)
(b) Scour valve
Chamber(1x1.20x1.50)
Provision for shifting of water supply
mains and connections
Provision for disposal of surplus
earth from the site of work
Provision for Thrust Block
1mx1mx1m RCC 1:2:4
687.00
Sqm
910.00
625170.00
687.00
M
1810.00
1243470.00
124347.00
Each
Each
5000.00
7000.00
15000.00
14000.00
687.00
1374.00
M
M
18.82
32.35
12929.34
44448.90
3
Each
11000.00
33000.00
2
Each
11000.00
22000.00
10
Each
695.00
6950.00
26.10
Cum
654.00
17069.40
20.00
Cum
2030.55
40611.00
3
2
12
13
14
Provision for Dismentalling and
reistatement of masonary work
Provision for cartage of material as
per attached
Unforseen Items
Total
1 Job
LS
10000.00
1 Job
LS
100000.00
4292.54
2505000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER ALAKNANDA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR RISING MAIN FROM BAH BAZAR TO
GRAVITY MAN HOLE AND APPURTENANT WORKS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
Badrinath by truck load
distance 355 km
(a) Cement
(b) C.I. Pipes/ steels
Provision of cartage of
following material from
Rishikesh to site store at
Badrinath by truck load
distance 315 km
(a) Bricks.
2
3
3
Quantity
Unit
Rate Rs
Amount RS.
83.00
107.00
Qtl
Qtl
0.58
0.70
17089.70
26589.50
110.40
Qtl
0.58
20170.08
215.68
Qtl
0.69
13393.73
Provision of cartage of
following material from Birahi
to site store at Badrinath by
truck load distance 90 km
(a) Sand 208.64 + 7.04 =
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
4
5
6
(a) Stone ballast 19.40+2.60
=
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
(a) Bricks
Provision for cartage of
following material from local
store to site of work by head
load1km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b) C.I. Pipes/ steels
Provision for cartage of
unforeseen items
TOTAL
22.00
Cum
2.18
14388.00
73.60
Cum
2.18
48134.40
83.00
107.00
Qtl
Qtl
37.90
45.48
3145.70
4866.36
Job
L.S.
2222.53
150000.00
Assistant Engineer
BADRINATH SEWERAGE SCHEME PART - II
ABATEMENT OF POLLUTION OF RIVER ALAKNANDA AT BADRINATH I&D
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR RISING MAIN FROM MAIN PUMPING
STATION TO GRAVITY MAN HOLE AND APPURTENANT WORKS
Sl.no.
Description
Quantity
Unit
Rate Rs
Amount RS.
1
2
3
3
4
Provision of cartage of
following material from
Jogiwala store to site store at
Badrinath by truck load
distance 355 km
(a) Cement
(b) C.I. Pipes/ steels
Provision of cartage of
following material from
Rishikesh to site store at
Badrinath by truck load
distance 315 km
(a) Bricks.
78.50
246.00
Qtl
Qtl
0.58
0.70
16163.15
61131.00
82.80
Qtl
0.58
15127.56
199.20
Qtl
0.69
12370.32
21.00
Cum
2.18
13734.00
55.20
Cum
2.18
36100.80
Provision of cartage of
following material from Birahi
to site store at Badrinath by
truck load distance 90 km
(a) Sand 193.92 + 5.28 =
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
(a) Stone ballast 19.05+1.95
=
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
(a) Bricks
5
6
Provision for cartage of
following material from local
store to site of work by head
load1km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b) C.I. Pipes/ steels
Provision for cartage of
unforeseen items
TOTAL
78.50
246.00
Qtl
Qtl
Job
37.90
45.48
2975.15
11188.08
L.S.
1209.94
170000.00
Assistant Engineer
BADRINATH SEWERAGE SCHEME PART - II
ABATEMENT OF POLLUTION OF RIVER ALAKNANDA AT BADRINATH I&D
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR RISING MAIN FROM GUJARATI ASHRAM TO
GRAVITY MAN HOLE AND APPURTENANT WORKS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
Badrinath by truck load
distance 355 km
(a) Cement
(b) C.I. Pipes/ steels
Provision of cartage of
following material from
Rishikesh to site store at
Badrinath by truck load
distance 315 km
(a) Bricks.
2
Quantity
Unit
Rate Rs
Amount RS.
66.00
76.00
Qtl
Qtl
0.58
0.70
13589.40
18886.00
110.40
Qtl
0.58
20170.08
3
3
4
5
6
Provision of cartage of
following material from Birahi
to site store at Badrinath by
truck load distance 90 km
(a) Sand 171.36 + 7.04 =
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
(a) Stone ballast 14.90+2.6
=
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
178.40
Qtl
0.69
11078.64
17.50
Cum
2.18
11445.00
(a) Bricks
Provision for cartage of
following material from local
store to site of work by head
load1km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b) C.I. Pipes/ steels
Provision for cartage of
unforeseen items
TOTAL
73.60
Cum
2.18
48134.40
66.00
76.00
Qtl
Qtl
37.90
45.48
2501.40
3456.48
Job
L.S.
738.60
130000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR SEWER LAYING AND APPURTENANT
WORKS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
Devprayag by truck load
distance 115 km
(a) Cement
(b) RCC/C.I. Pipes/ D.I pipes/
steels 2715 + 138 = 2853
(c) R.C.C. manhole covers etc.
Provision of cartage of
following material from
Rishikesh to site store at
Devprayag by truck load
distance 70 km
(a) Bricks.
2
3
Quantity
Unit
Rate Rs
Amount RS.
2329.00
Qtl
0.59
158022.65
2853.00
Qtl
0.71
232947.45
474.00
Qtl
0.59
32160.90
8435.30
Qtl
0.69
407424.99
8086.56
Qtl
0.69
390580.85
Provision of cartage of
following material from quarry
to site store at Devprayag by
truck load distance 70 km
(a) Sand
5601.12 + 2485.44
3
4
5
6
Provision for cartage of
following building material from
local query to site of work by
head load 300 m. The cartage
will be done as per the
direction of Engineer incharge
(a) Stone
(b) Stone ballast
249.04+274.32
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction of
Engineer incharge
356.00
Cum
2.18
232824.00
523.36
Cum
2.18
342277.44
(a) Bricks
Provision for cartage of
following material from local
store to site of work by head
load 1 km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b) RCC/C.I. Pipes/ D.I pipes/
steels 2715 + 138 = 2853
(c) R.C.C. manhole covers etc.
Provision for cartage of
unforeseen items
TOTAL
562.35
Cum
2.18
367776.90
2329.00
Qtl
37.90
88269.10
2853.00
Qtl
45.48
129754.44
474.00
Qtl
37.90
17964.60
Job
L.S.
9996.68
2410000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FO RRISING MAIN FROM BAH BAZAR SPS AND
APPURTENANT WORKS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
Devprayag by truck load
distance 115 km
(a) Cement
(b)C.I. Pipes/ steels
Provision of cartage of
following material from
Rishikesh to site store at
Devprayag by truck load
distance 70 km
(a) Bricks.
2
3
3
Quantity
Unit
Rate Rs
Amount RS.
37.50
22.00
Qtl
Qtl
0.59
0.71
2544.38
1796.30
55.20
Qtl
0.69
2666.16
152.48
Qtl
0.69
7364.78
15.84
Cum
2.18
10359.36
Provision of cartage of
following material from quarry
to site store at Devprayag by
truck load distance 70 km
(a) Sand 148.96 + 3.52
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
(a) Stone
4
5
6
(b) Stone ballast 5.20 + 1.30
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
6.50
Cum
2.18
4251.00
(a) Bricks
Provision for cartage of
following material from local
store to site of work by head
load 1 km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b)C.I. Pipes/ steels
Provision for cartage of
unforeseen items
TOTAL
3.68
Cum
2.18
2406.72
37.50
22.00
Qtl
Qtl
37.90
45.48
1421.25
1000.56
L.S.
189.49
34000.00
Job
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FORRISING MAIN FROM SANGAM BAZAR SPS
AND APPURTENANT WORKS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
Devprayag by truck load
Quantity
Unit
Rate Rs
Amount RS.
distance 115 km
2
3
3
4
(a) Cement
(b)C.I. Pipes/ steels
Provision of cartage of
following material from
Rishikesh to site store at
Devprayag by truck load
distance 70 km
(a) Bricks.
304.00
831.00
Qtl
Qtl
0.59
0.71
20626.40
67851.15
469.20
Qtl
0.69
22662.36
964.16
Qtl
0.69
46568.93
44.55
Cum
2.18
29135.70
71.09
Cum
2.18
46492.86
31.28
Cum
2.18
20457.12
Provision of cartage of
following material from quarry
to site store at Devprayag by
truck load distance 70 km
(a) Sand 934.24 + 29.92
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
(a) Stone
(b) Stone ballast 60.04 +
11.05
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
(a) Bricks
5
6
Provision for cartage of
following material from local
store to site of work by head
load 1 km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b)C.I. Pipes/ steels
Provision for cartage of
unforeseen items
TOTAL
304.00
831.00
Qtl
Qtl
Job
37.90
45.48
11521.60
37793.88
L.S.
890.00
304000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FORRISING MAIN FROM SANTI BAZAR SPS AND
APPURTENANT WORKS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
Devprayag by truck load
distance 115 km
(a) Cement
(b)C.I. Pipes/ steels
Provision of cartage of
following material from
Rishikesh to site store at
Devprayag by truck load
distance 70 km
2
Quantity
156.00
537.00
Unit
Rate Rs
Qtl
Qtl
0.59
0.71
Amount RS.
10584.60
43846.05
(a) Bricks.
3
3
4
5
6
303.60
Qtl
0.69
14663.88
(a) Sand 469.44 + 19.36
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
(a) Stone
(b) Stone ballast 30.85 + 7.15
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
488.80
Qtl
0.69
23609.04
14.85
38.00
Cum
Cum
2.18
2.18
9711.90
24852.00
(a) Bricks
Provision for cartage of
following material from local
store to site of work by head
load 1 km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b)C.I. Pipes/ steels
Provision for cartage of
unforeseen items
TOTAL
20.24
Cum
2.18
13236.96
156.00
537.00
Qtl
Qtl
37.90
45.48
5912.40
24422.76
L.S.
160.41
171000.00
Provision of cartage of
following material from quarry
to site store at Devprayag by
truck load distance 70 km
Job
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR RISING MAIN FROM TILOTH VILLAGE SPS
AND APPURTENANT WORKS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
Uttarkashi by truck load
distance 224 km
(a) Cement
(b)C.I. Pipes/ steels
2
3
Unit
Rate Rs
Amount RS.
33.00
108.00
Qtl
Qtl
0.49
0.61
3622.08
14757.12
110.40
Qtl
0.49
9845.47
107.68
Qtl
0.99
2345.27
Cum
2.18
5559.00
Provision of cartage of
following material from
Rishikesh to site store by
truck load distance 182 km
(a) Bricks.
3
Quantity
Provision of cartage of
following material from quarry
to site store by truck load
distance 22 km
(a) Sand 100.64 + 7.07
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
(a) Stone ballast 5.90 + 2.60
8.50
4
5
6
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
(a) Bricks
(b) Sand
Provision for cartage of
following material from local
store to site of work by head
load 1 km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b)C.I. Pipes/ steels
Provision for cartage of
unforeseen items
TOTAL
7.36
6.73
33.00
108.00
Cum
Cum
2.18
2.18
4813.44
4401.42
Qtl
Qtl
37.90
45.48
1250.70
4911.84
L.S.
3493.66
55000.00
Job
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR RISING MAIN FROM KAILASH ASHRAM SPS
AND APPURTENANT WORKS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
Uttarkashi by truck load
distance 224 km
(a) Cement
Quantity
44.50
Unit
Rate Rs
Qtl
0.49
Amount RS.
4884.32
(b)C.I. Pipes/ steels
2
214.00
Qtl
0.61
29240.96
110.40
Qtl
0.49
9845.47
(a) Sand 136.64 + 7.04
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
(a) Stone ballast 10.40 + 2.60
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
143.68
Qtl
0.99
3129.35
13.00
Cum
2.18
8502.00
(a) Bricks
(b) Sand
Provision for cartage of
following material from local
store to site of work by head
load 1 km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b)C.I. Pipes/ steels
7.36
8.98
Cum
Cum
2.18
2.18
4813.44
5872.92
Qtl
Qtl
37.90
45.48
1686.55
9732.72
Provision of cartage of
following material from
Rishikesh to site store by
truck load distance 182 km
(a) Bricks.
3
3
4
5
Provision of cartage of
following material from quarry
to site store by truck load
distance 22 km
44.50
214.00
6
Provision for cartage of
unforeseen items
TOTAL
Job
L.S.
2292.27
80000.00
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR RISING MAIN FROM TAMBAKHANI SPS AND
APPURTENANT WORKS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
Uttarkashi by truck load
distance 224 km
(a) Cement
(b)C.I. Pipes/ steels
2
Unit
Rate Rs
Amount RS.
44.50
214.00
Qtl
Qtl
0.49
0.61
4884.32
29240.96
138.00
Qtl
0.49
12306.84
233.60
Qtl
0.99
5087.81
Provision of cartage of
following material from
Rishikesh to site store by
truck load distance 182 km
(a) Bricks.
3
Quantity
Provision of cartage of
following material from quarry
to site store by truck load
distance 22 km
(a) Sand
224.80 + 8.80
3
4
5
6
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
(a) Stone ballast 19.75 + 3.25
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
(a) Bricks
(b) Sand
Provision for cartage of
following material from local
store to site of work by head
load 1 km. The cartage will be
done as per the direction of
Engineer incharge
(a) Cement
(b)C.I. Pipes/ steels
Provision for cartage of
unforeseen items
TOTAL
23.00
Cum
2.18
15042.00
9.20
14.60
Cum
Cum
2.18
2.18
6016.80
9548.40
44.50
214.00
Qtl
Qtl
37.90
45.48
1686.55
9732.72
Job
L.S.
6453.60
100000.00
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
CONSUMPTION STATEMENT OF MATERIALS
Sl.No.
1
1
2
DESCRIPTION
2
Manholes slab
type
1.00x1.20x1.50
1.00x1.20x3.00
Manholes Arch
type
1.00x1.50x4.50
1.00x1.50x6.00
3
4
5
6
Sewer
Connecting
Chamber
0.6x0.6x1.5
0.60x0.60x3.0
0.60x0.60x4.5
P.C.C. 1:2:4
for beding
R.R. 1:6 for
protection
P.C.C. 1:4:8
for foundation
of protection
walls
QTY
UNIT
CEMENT
BAGS
BRICKS
NOS.
STONE
7
COARSE
SAND
8
FINE
SAND
9
SHINGLE
STEEL
QTLS.
1020MM
2040MM
10
11
3
4
5
6
12
154
85
Each
Each
1606.
22
1547.00
127204
202980
0
0
161.7
178.50
10.78
15.3
95.48
43.35
100.1
105.4
38.5
21.25
4
Each
85.60
11424
0
9.60
1.32
2.04
5.16
0.484
1
Each
24.60
3446
0
2.70
0.3
0.58
1.29
0.121
27
10
2
Each
Each
Each
126.90
72.50
25.00
15471
11450
2544
0
0
0
14.04
8.10
3.00
1.35
1
0.32
4.32
1.6
0.32
8.1
3
1.28
0.00
0.00
0.00
64.62
Cum
427.78
0
0
29.08
0
58.16
0
0.00
320.64
Cum
564.32
0
356.00
0.00
112.22
0
0
0.00
38.89
Cum
134.56
19
0
0.00
0
0
37.33
0.00
7
RCC 1:1.5:3 in
pillar and
foundation
8
Flush pointing
in 1:2
9
10
11
MS Work
Nala Tapping
Gully Pit
12
DEDUCTIONS
Manholes
Shaft variation
1.00x1.20x1.50
1.00x1.20x3.00
1.00x1.50x4.50
1.00x1.50x6.00
13
Sewer
Connecting
Chamber shaft
variation
0.6x0.6x1.5
0.60x0.60x3.0
0.60x0.60x4.5
TOTAL
SAY
37.68
Cum
302.95
17
0
0.00
0
33.91
0
0.00
83.16
59.16
7
20
Sqm
Qtl
Each
Each
9.15
0.00
136.50
100.00
0
0
7973
17700
0
0
0
0
0.00
0.00
9.24
1.80
0.582
0
3.57
8.6
0
0
8.68
0.6
0
0
9.66
3
0.00
62.12
11.20
4.00
-44.76
-80.55
m
m
-130.25
-331.06
-27393
-81758
0
0
-16.11
-45.91
0
0
0
0
0
0
0
0
-3.50
m
-6.265
-1376
0
-0.805
0
0
0
0
-1.22
m
-2.18
-479
0
-0.28
0
0
0
0
-7.18
-10.78
-1.78
m
m
m
-12.49
-18.76
-4.61
4657.47
2329
qtls
-2743
-4118
-1184
281177
562.35
cum or
8435.30
qtl
0
0
0
356.00
356.00
cum
7120
qtl
-1.58
-2.37
-0.64
350.07
350.07
cum or
5601.12
qtl
0
0
0
155.34
155.34
cum or
2485.44
qtl
0
0
0
249.04
249.04
cum or
4482.72
qtl
0
0
0
274.32
274.32
cum or
4937.76
qtl
0
0
0
137.67
138
qtls
Assistant Enginner
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
Consumption of Material (Pipe etc.)
Sl.No.
Description of work
Qty
Unit
1
2
3
4
Approx.
Weight
Kg/m
5
Total weight
Kg
6
1
R.C.C.NP3 Pipes
150 mm
851
M
86.35
73483.85
200 mm
461
M
107.3
49465.30
250 mm
237
M
129.52
30696.24
300 mm
160
M
151.11
24177.60
Subtotal (A)
2
177822.99
CI Class LA Pipe
150 mm
1379
M
32.19
44390.01
200 mm
408
M
47.05
19196.40
250 mm
173
M
63.46
10978.58
195
M
54.18
10565.10
3
D.I. S&S Class K-7
300 mm
Subtotal (B)
85130.09
4
Other Misc. 10% of Sub
Total B
8513.009
271466.09
Total
Say
2715 Qtl
5
RCC Manhole covers and
frames
283
Each
150
42450.00
6
CI Footsteps assuming
average 3 Nos in each
manhole
849
Each
3
2547.00
Mis. Items such as sluice
gate, grating for Nala
taping etc.
L.S
7
2400.00
47397.00
Total
Say
474 Qtl
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
ABSTRACT OF COST FOR RISING MAIN FROM TILOTH VILLAGE PUMPING STATION
TO GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
Quantity
Unit
Rate Rs
Amount RS.
1
2
Excavation in trenches in soil
mix with single,bajri etc in
following depths below ground
level including dressing
levelling,refilling of trenches in
15 cm. Layers and disposal of
surplus earth upto 50 m
distance. ( assuming 50%
excavation in soil mix) and
remaning 50% in hard rock.
(a).0.00to1.50m.BGL
3
4
5
6
1
2
(b)1.50 to 3.00 m.BGL
(c) 3.00 to 4.50 m.BGL
Excavation in trenches in hard
work following depths below
ground level including dressing
levelling,refilling of trenches in
15 cm. Layers and disposal of
surplus earth upto 50 m
distance.
(a).0.00to1.50m.BGL
(b) 1.50 to 3.00 m.BGL
(c) 3.00 to 4.50 m.BGL
257.60
257.60
52.71
Cum.
Cum.
Cum.
61.65
80.35
103.25
15881.04
20698.16
5442.31
5823.87
946.03
52.71
Cum.
Cum.
Cum.
330.00
363.75
401.15
1921877.10
344118.41
21144.62
3
Provide and fix open timbering
covering 1/3 of area as per
departmental norms. 0-3 m
B.G.L.
4
same as above but for close
timbering 3 - 6 m B.G.L.
Dismentling of all types of road
surfaces of pavements for
laying sewers and appurtenant
works including sorting out
serviceable materials and
disposal of unserviceable
materials.
(a) CC road
5
(b) Bitumenious
6
Sqm.
222.60
577931.93
93.26
Sqm.
496.75
46326.91
3714.00
Sqm.
40.15
149117.10
3217.50
Sqm.
40.15
129182.63
568.50
Sqm.
1000.00
568500.00
3217.50
Sqm.
910.00
2927925.00
1328.00
M.
115.84
153835.52
323.00
M.
146.17
47212.91
1163.00
M.
156.00
181428.00
636.00
M.
240.37
152875.32
280.00
M.
570.00
159600.00
240.00
M.
680.00
163200.00
Provision for payment of road
cutting charges for
dismentalling of roads to be
paid toP.W.D. or NagarPalika.
(a) CC road
(b) Bitumenious
7
2596.28
Supply of following size and
type pipes including cartage
upto departmental store.
(a) R.C.C. S&S NP3
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
(iii) 300 mm
(iv) 400 mm
(v) 500 mm
(b) C.I. Class LA
(i) 150 mm
(ii) 200 mm
(iii) 250 mm
(iv) 500 mm
(c) D.I. Class K7
(i) 300 mm
8
1009.00
M.
1240.00
1251160.00
203.00
M.
1810.00
367430.00
519.00
M.
2440.00
1266360.00
480.00
M.
6813.24
3270355.20
135.00
M.
2230.00
301050.00
953
157
433
91
M.
M.
M.
M.
111.12
126.36
141.60
175.76
105897.36
19838.52
61312.80
15994.16
360
166
730
545
280
150
M.
M.
M.
M.
M.
M.
118.28
134.51
150.73
187.09
214.85
285.96
42580.80
22328.66
110032.90
101964.05
60158.00
42894.00
15
90
M.
M.
125.62
303.70
1884.30
27333.00
Cartage from store to site of
works the following dia pipes
lowering it into trenches in
following depths laying true to
alingnment, gradient and
making joints with rubber
gasket including testing etc.
complete
(ii) 200 mm
(ii) 250 mm
(iii) 300 mm
1.50 - 3.00 m BGL
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
(iii) 300 mm
(iv) 400 mm
(v) 500 mm
3.00 - 4.50 m BGL
(i) 150 mm
(ii) 500 mm
(B) C.I. Class LA
0.00-1.50 m BGL
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
1.50 - 3.00 m BGL
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
(v) 500 mm
(C) D.I. Class K7
0.00-1.50 m BGL
(i) 300mm
9
10
11
12
Baricating of Sewer trenches
P.C.C 1:2:4 for bedding in
RCC sewer along main Mana
road.
0.00-1.50 m BGL
1.50-3.00 m BGL
3.00-4.50 m BGL
Provide all material, labour t&p
etc and constructslab type
masonary manhole chambers
of following size as pere type
design and specifications.
(a)1.00*1.20m.1.50m deep
(b)1.00*1.20m.3.00m deep
Provide all material, labour t&p
etc and construct Arch type
masonary manhole chambers
of following size as pere type
design and specifications.
(a)1.00*1.50 m.4.50 m deep
639
133
274
M.
M.
M.
12.87
18.82
25.38
8223.93
2503.06
6954.12
370
70
245
480
M.
M.
M.
M.
13.70
20.03
27.02
75.45
5069.00
1402.10
6619.90
36216.00
135
12632
M.
M.
21.67
32.35
2925.45
408645.20
33.3
116.85
12.15
Cum.
Cum.
Cum.
2030.55
2046.04
2066.67
67617.32
239079.77
25110.04
118
110
Each
Each
10250.00
20400.00
1209500.00
2244000.00
19
Each
24550.00
466450.00
13
14
15
16
Provide all material ,labour ,t&p
etc and construct masonary
chamber per m. shaft for
following size requisting the
actual cost of manhole in
above item.
(a)1.00*1.20m.1.50m deep
(b)1.00*1.20m.3.00m deep
Provide all material ,labour ,t&p
etc and construct masonary
chamber per m. shaft for
following size requisting the
actual cost of manhole in
above item.
-43.59
-104.10
M.
M.
3570.00
5285.00
-155616.30
-550168.50
(a)1.00*1.50 m.4.50 m deep
Provide all material, labour t&p
etc and construct sewer
connecting chambers of
following size as pere type
design and specifications.
-16.66
M.
2845.00
-47397.70
(a) 0.60*0.60m.1.50m deep
(b)0.60*0.60m..3.00m deep
(a)10.60*0.60m..4.50 m deep
Provide all material ,labour ,t&p
etc and construct masonary
chamber per m. shaft for
following size requisting the
actual cost of manhole in
above item.
50
68
13
Each
Each
Each
5950.00
10050.00
17400.00
297500.00
683400.00
226200.00
-17.62
-68.69
-14.3
Each
Each
Each
2283.00
2360.00
3635.00
-40226.46
-162108.40
-51980.50
(a) 0.60*0.60m.1.50m deep
(b)0.60*0.60m..3.00m deep
(a)10.60*0.60m..4.50 m deep
17
18
19
20
21
22
Provision for shifting of water
supply mains and connections
Provision for diversion of path
Provision for disposal of
surplus earth from the site of
work
Provision for hiring of godown
during the execution of the
scheme
200
job
Each
-
695.00
139000.00
100000.00
2607.37
Cum.
654.00
1705219.98
36
month
3000.00
108000.00
Provision for cartage of
material as per attached
Extra cartage of excavated
earth from the site of work as
per direction of Engineer in
charge within 120 m. and
carrying back by head
load.(the 30% of excavated
earth is assumed to be carried
to and fro for safety purposes)
Work will be carried out as per
23
Provision for protection and
repair of Electric and
Telephone cable
24
Provision for making protection
walls using R.R. 1:6 as will be
needed at site of work
25
Provision for P.C.C. 1:4:8 for
protection
26
Pointing 1:2 over plateforms for
raised manholes.
27
RCC 1:1.5:3 for pillars under
open sewer.
7700000.00
4093.57
Cum.
2.18
2141755.82
job
-
407.49
Cum.
1100.55
448463.12
53.89
Cum.
1462.70
78824.90
110.81
Sqm
59.55
6598.74
37.68
Cum.
4252.45
160232.32
20000.00
28
MS work for pillars.
29
Provision for hiring of
Generator including cost of
diasal during construction of
work as the part of the work
will be carried out in off season
30
Provision for dismentalling and
reistatement of masonary work
of stairs.
job
200000.00
31
Provision for Compansion of
damage to adjoining
construction
job
50000.00
32
Provision for cutting of CI/DI
pipes
Provision for construction of
nala tapping arragement
Provision for construction of
gully pit.
Provision for increase in labour
rates at the rate of 18% on
labour cost.Cost of labour is
assumed as 90% of item
1,2,5,7,8,19,21,22,23 & 31 and
30% of item 3,4,9,10,11,12,13,
14,15,17,18,24,25,26,27,28,30,
33,34 = (0.90 x 22589552+
0.30x8120472.80)x0.18
33
34
35
36
Provision for unforeseen items
59.16
Qtl.
3940.00
233090.40
12
Months
10000
120000.00
100
Each
200
20000.00
7
Each
130000.00
910000.00
20
Each
18000.00
360000.00
job
job
TOTAL
J.E
4098012.96
17537.15
38201524.11
A.E.
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
DETAIL MESUREMENT OF RISING MAIN FROM BAH BAZAR PUMPING STATION TO
GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
No
L
B
H
Qty.
Unit
1
2
Excavation in trenches in soil
mix with shingle,bajri etc in
following depths below
ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
3
4
5
6
7
8
1
1
90
assuming 50% excavation in
soil mix) and remaning 50%
in hard rock.
(a).Soil Mix
2
(b) Hard Rock
Supply of following size and
type pipes including cartage
upto departmental store.
(a) C.I. Class LA
(i) 100 mm
(b) C.I. Specials
3
Supply amd fixing of
following valves
1
90
10% of above
1.00
1.22
109.80
Cum
54.90
54.90
Cum
90.00
M
(a) Air valve double orifice
(b) C.I. Sluice valve
4
Cartage from store to site of
works the following dia pipes
lowering it into trenches in
following depths laying true to
alingnment, gradient and
making joints with rubber
gasket including testing etc.
complete (a) C.I. Class LA
5
6
Baricating of Sewer trenches
Provide all material and
provide following chambers.
(a) Air valve Chamber
(b) Scour valve Chamber
Provision for disposal of
surplus earth from the site of
work
Provision for Thrust Block
1mx1mx1m RCC 1:2:4
7
8
9
10
11
12
Provision for Dismentalling
and reistatement of masonary
work
RR 1:6 for protection work.
Sub Total
Provision for cartage of
material as per attached
Unforseen Items
1x1
1
Nos
1x1
1
Nos
90.00
180.00
M
M
1
1
Nos
Nos
90 x 3.14 x 0.11 /4 =
0.85
Cum
1x5
1
1
1
5.00
Cum
1
1
10
3
1
0.9
0.9
2
1
1
5.4
9.0
14.4
job
Cum
Cum
Cum
1
1
job
1
1
job
1
1x2
90
90
1x1
1x1
1
2
J.E
DEVPRAYAG SEWERAGE SCHEME
A.E.
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
DETAIL MESUREMENT OF RISING MAIN FROM SANGAM BAZAR PUMPING STATION TO
GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
No
L
B
H
Qty.
Unit
1
2
Excavation in trenches in soil
mix with single,bajri etc in
following depths below
ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
3
4
5
6
7
8
1
1
2215
1.00
assuming 50% excavation in
soil mix) and remaning 50%
in hard rock.
(a).Soil Mix
2
3
(b) Hard Rock
Dismentling of all types of
road surfaces of pavements
for laying sewers and
appurtenant works including
sorting out serviceable
materials and disposal of
unserviceable materials.
(a) CC road
(b) Bitminous
Provision for payment of road
1
1
1000
800
1.00
1.00
1.22
2702.30
Cum
1351.15
1351.15
Cum
1000.00
800.00
Sqm
Sqm
1000.00
Sqm
4
cutting charges for
dismentalling of roads to be
paid toP.W.D. or
NagarPalika.
(a) CC road
(b) Bitminous
Supply of following size and
type pipes including cartage
upto departmental store.
(a) C.I. Class LA
(i) 150 mm
(b) C.I. Specials
5
Supply amd fixing of
following valves
(a) Air valve double orifice
(b) C.I. Sluice valve
(c) Reflux valve
6
Cartage from store to site of
works the following dia pipes
lowering it into trenches in
following depths laying true to
alingnment, gradient and
making joints with rubber
gasket including testing etc.
complete (a) C.I. Class LA
(i) 150 mm
7
8
Baricating of Sewer trenches
Provide all material and
provide following chambers.
(a) Air valve double orifice
(b) C.I. Sluice valve
(c) Reflux valve
800.00
Sqm
2215.00
M
1x7
7
Nos
1 x9
9
Nos
1x1
1
Nos
2215.00
4430.00
M
M
1x7
7
Nos
1 x9
9
Nos
1x1
1
Nos
1
2215
10% of above
1
1x2
2215
2215
9
10
11
12
13
14
15
16
Provision for shifting of water
supply mains and
connections
Provision for disposal of
surplus earth from the site of
work
Provision for Thrust Block
1mx1mx1m RCC 1:2:4
RCC 1:2:4 for pillar
1 x 10
2
10
Nos
1
2215x 3.14 x 0.17 /4 =
50.25
Cum
1 x 40
1x40
1x40
1
1
1
2
1.50x 3.14 x 0.40 /4 =
2
0.40x 3.14 x1.00 /4 =
40.00
7.54
12.56
60.10
40.50
Cum
Cum
Cum
Cum
Cum
1
1
job
1
1
job
1
1
job
Sub Total
RR 1:6 for protection work.
Provision for Dismentalling
and reistatement of masonary
work
Provision for cartage of
material as per attached
Unforseen Items
1
30
0.9
1.5
J.E
A.E.
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
DETAIL MESUREMENT OF RISING MAIN FROM SANTI BAZAR PUMPING STATION TO
GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
No
L
B
H
Qty.
Unit
1
2
3
4
5
6
7
8
1
Excavation in trenches in soil
mix with single,bajri etc in
following depths below
ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
1
1452
1.00
assuming 50% excavation in
soil mix) and remaning 50%
in hard rock.
(a).Soil Mix
2
3
4
(b) Hard Rock
Dismentling of all types of
road surfaces of pavements
for laying sewers and
appurtenant works including
sorting out serviceable
materials and disposal of
unserviceable materials.
(a) CC road
(b) Bitminous
Provision for payment of road
cutting charges for
dismentalling of roads to be
paid toP.W.D. or
NagarPalika.
(a) CC road
(b) Bitminous
Supply of following size and
type pipes including cartage
upto departmental store.
(a) C.I. Class LA
(i) 150 mm
1
1
1
150
1100
1452
1.00
1.00
1.22
1771.44
Cum
885.72
885.72
Cum
150.00
1100.00
Sqm
Sqm
150.00
1100.00
Sqm
Sqm
1452.00
M
(b) C.I. Specials
5
Supply amd fixing of
following valves
(a) Air valve double orifice
(b) C.I. Sluice valve
(c) Reflux valve
6
Cartage from store to site of
works the following dia pipes
lowering it into trenches in
following depths laying true to
alingnment, gradient and
making joints with rubber
gasket including testing etc.
complete (a) C.I. Class LA
(i) 150 mm
7
8
Baricating of Sewer trenches
Provide all material and
provide following chambers.
(a) Air valve double orifice
(b) C.I. Scour valve Chamber
(c) Reflux valve
9
10
11
12
13
Provision for shifting of water
supply mains and
connections
Provision for disposal of
surplus earth from the site of
work
Provision for Thrust Block
1mx1mx1m RCC 1:2:4
RR 1:6 for protection work.
Provision for Dismentalling
and reistatement of masonary
10% of above
1 x4
4
Nos
1x6
6
Nos
1x1
1
Nos
1452.00
2904.00
M
M
1 x4
4
Nos
1x6
6
Nos
1x1
1
Nos
1 x 10
10
Nos
1452x 3.14 x 0.17 /4 =
32.94
Cum
1
10
30.00
13.50
Cum
Cum
1
job
1
1x2
1
1 x30
1
1
1452
1452
2
1
0.9
1
1.5
work
14
15
Provision for cartage of
material as per attached
Unforseen Items
1
1
job
1
1
job
J.E
A.E.
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
DETAIL MESUREMENT OF RISING MAIN FROM TILOTH VILLAGE PUMPING STATION TO
GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
No
L
B
H
Qty.
Unit
1
2
Excavation in trenches in soil
mix with shingle,bajri etc in
following depths below
ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
3
4
5
6
7
8
1
1
460
1.00
assuming 50% excavation in
soil mix) and remaning 50%
in hard rock.
(a).Soil Mix
2
3
(b) Hard Rock
Dismentling of all types of
road surfaces of pavements
for laying sewers and
appurtenant works including
sorting out serviceable
materials and disposal of
unserviceable materials.
(a) Bitminous
Provision for payment of road
1
460
1.00
1.12
515.20
Cum
257.60
257.60
Cum
460.00
Sqm
460.00
Sqm
4
cutting charges for
dismentalling of roads to be
paid toP.W.D. or
NagarPalika.
(a) Bitminous
Supply of following size and
type pipes including cartage
upto departmental store.
(a) C.I. Class LA
(i) 100 mm
(b) C.I. Specials
5
Supply amd fixing of
following valves
(a) Air valve double orifice
(b) C.I. Sluice valve
6
Cartage from store to site of
works the following dia pipes
lowering it into trenches in
following depths laying true to
alingnment, gradient and
making joints with rubber
gasket including testing etc.
complete (a) C.I. Class LA
7
8
Baricating of Sewer trenches
Provide all material and
provide following chambers.
(a) Air valve Chamber
(b) Scour valve Chamber
Provision for shifting of water
supply mains and
connections
Provision for disposal of
surplus earth from the site of
work
9
10
1
460
460.00
M
1x2
2
Nos
1x2
2
Nos
460.00
920.00
M
M
1x2
1x2
2
2
Nos
Nos
1 x 10
10
Nos
4.37
Cum
10% of above
1
1x2
1
460
460
2
460 x 3.14 x 0.11 /4 =
11
Provision for Thrust Block
1mx1mx1m RCC 1:2:4
12
Provision for Dismentalling
and reistatement of masonary
work
Provision for cartage of
material as per attached
Unforseen Items
13
14
1x5
1
1
1
5.00
Cum
1
1
job
1
1
job
1
1
job
J.E
A.E.
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
DETAIL MESUREMENT OF RISING MAIN FROM KAILASH ASHRAM AREA PUMPING
STATION TO GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
No
L
B
H
Qty.
Unit
1
2
Excavation in trenches in soil
mix with single,bajri etc in
following depths below
ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
3
4
5
6
7
8
1
1
assuming 50% excavation in
soil mix) and remaning 50%
in hard rock.
(a).Soil Mix
(b) Hard Rock
667
1.00
1.12
747.04
Cum
373.52
373.52
Cum
2
3
4
Dismentling of all types of
road surfaces of pavements
for laying sewers and
appurtenant works including
sorting out serviceable
materials and disposal of
unserviceable materials.
(a) Bitminous
Provision for payment of road
cutting charges for
dismentalling of roads to be
paid toP.W.D. or
NagarPalika.
(a) Bitminous
Supply of following size and
type pipes including cartage
upto departmental store.
(a) C.I. Class LA
(i) 100 mm
(b) C.I. Specials
5
Supply amd fixing of
following valves
(a) Air valve double orifice
(b) C.I. Sluice valve
6
Cartage from store to site of
works the following dia pipes
lowering it into trenches in
following depths laying true to
alingnment, gradient and
making joints with rubber
gasket including testing etc.
complete (a) C.I. Class LA
100mm
7
Baricating of Sewer trenches
1
667.00
Sqm
667.00
Sqm
667.00
M
1x3
3
Nos
1x1
1
Nos
667.00
1334.00
M
M
1
667
667
1.00
10% of above
1
1x2
667
667
8
Provide all material and
provide following chambers.
(a) Air valve double orifice
(b) C.I. Sluice valve
9
10
11
12
13
14
Provision for shifting of water
supply mains and
connections
Provision for disposal of
surplus earth from the site of
work
Provision for Thrust Block
1mx1mx1m RCC 1:2:4
1x3
3
Nos
1x1
1
Nos
1 x 10
10
Nos
6.33
Cum
10.00
Cum
1
1
job
1
1
job
1
1
job
1
1 x 10
Provision for Dismentalling
and reistatement of masonary
work
Provision for cartage of
material as per attached
Unforseen Items
667x 3.14 x 0.11/4 =
1
1
1
J.E
A.E.
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
DETAIL MESUREMENT OF RISING MAIN FROM TAMBAKHANI PUMPING STATION TO
GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
No
L
B
H
Qty.
Unit
1
2
3
4
5
6
7
8
1
Excavation in trenches in soil
mix with single,bajri etc in
following depths below
ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
1
687
1.00
assuming 50% excavation in
soil mix) and remaning 50%
in hard rock.
(a).Soil Mix
2
3
4
(b) Hard Rock
Dismentling of all types of
road surfaces of pavements
for laying sewers and
appurtenant works including
sorting out serviceable
materials and disposal of
unserviceable materials.
(a) Bitminous
Provision for payment of road
cutting charges for
dismentalling of roads to be
paid toP.W.D. or
NagarPalika.
(a) Bitminous
Supply of following size and
type pipes including cartage
upto departmental store.
(a) C.I. Class LA
(i) 200 mm
(b) C.I. Specials
1
1
687
687
10% of above
1.00
1.22
838.14
Cum
419.07
419.07
Cum
687.00
Sqm
687.00
Sqm
687.00
M
5
Supply amd fixing of
following valves
(a) Air valve double orifice
(b) C.I. Sluice valve
6
Cartage from store to site of
works the following dia pipes
lowering it into trenches in
following depths laying true to
alingnment, gradient and
making joints with rubber
gasket including testing etc.
complete (a) C.I. Class LA
200 mm
7
8
Baricating of Sewer trenches
Provide all material and
provide following chambers.
(a) Air valve double orifice
(b) C.I. Scour valve Chamber
9
10
11
12
13
14
Provision for shifting of water
supply mains and
connections
Provision for disposal of
surplus earth from the site of
work
Provision for Thrust Block
1mx1mx1m RCC 1:2:4
Provision for Dismentalling
and reistatement of masonary
work
Provision for cartage of
material as per attached
Unforseen Items
1 x3
3
Nos
1x2
2
Nos
687.00
1374.00
M
M
1 x3
3
Nos
1x2
2
Nos
1 x 10
10
Nos
687x 3.14 x 0.22 /4 =
26.10
Cum
1
20.00
Cum
1
1
job
1
1
job
1
1
job
1
1x2
1
1 x20
687
687
2
1
1
J.E
A.E.
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
CONSUMPTION STATEMENT OF RISING MAIN FROM BAH BAZAR TO GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
Qty
Unit
Cement
in Bags
Coarse
Sand
Cum
Fine
Sand
Cum
Bricks
Nos.
Stone
Cum
1
2
3
4
5
6
7
8
9
Stone Grit Cum
10-20
mm
10
20-40
mm
11
Steel
and Pipe
Qtl.
12
1
Air valve chamber (1.2x1.0x1.5)
1
Each
8.17
1.01
0.11
920
0.35
0.65
0.24
2
Scour valve Chamber
(1.2x1.0x1.5)
1
Each
8.17
1.01
0.11
920
0.35
0.65
0.24
3
Thrust Block PCC 1:2:4
5
Cum
33.1
2.25
4
RR 1:6
14.40
Cum
25.34
5.04
5
C.I. Pipe 100 mm LA
440
M
19.61
6
CI Specials and Valves
1
Job
1.96
4.50
15.84
74.78
9.31
0.22
1840
15.84
5.20
1.30
22.05
37.50 Qtl
148.96
Qtl
3.52 Qtl
3.68
Cum
55.20 Qtl
316.80
Qtl
93.60 Qtl
20.80
Qtl
22 Qtl
Total
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
CONSUMPTION STATEMENT OF RISING MAIN FROM SANGAM BAZAR TO GRAVITY MANHOLE AND APPURTENANT WORKS
Coarse
Sand
Cum
Fine
Sand
Cum
Bricks
Nos.
Stone
Cum
9
Sl.no.
Description
Qty
Unit
Cement
in Bags
1
2
3
4
5
6
7
8
7
Each
57.19
7.07
0.77
9
Each
73.53
9.09
1
Each
8.17
1.01
60.10
Cum
397.86
27.04
71.28
14.18
1
2
3
4
Air valve chamber (1.2x1.0x1.5)
Scour valve Chamber
(1.2x1.0x1.5)
Reflux valve Chamber
(1.2x1.0x1.5)
Thrust Block and Pillar PCC/RCC
1:2:4
Stone Grit Cum
Steel
and Pipe
Qtl.
10-20
mm
10
20-40
mm
11
6440
2.45
4.55
1.68
0.99
8280
3.15
5.85
2.16
0.11
920
0.35
0.65
0.24
54.09
12
47.10
5
RR 1:6
40.50
Cum
6
C.I. Pipe 150 mm LA
2215
M
708.80
7
CI Specials and Valves
1
Job
70.88
608.03
58.39
304 Qtl
934.24
Qtl
Total
44.55
1.87
15640
44.55
60.04
11.05
830.86
29.92 Qtl
31.28
Cum
469.20
Qtl
891 Qtl
1080.72
Qtl
221
Qtl
831 Qtl
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
CONSUMPTION STATEMENT OF RISING MAIN FROM SANTI BAZAR TO GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
Qty
Unit
Cement
in Bags
Coarse
Sand
Cum
Fine
Sand
Cum
Bricks
Nos.
Stone
Cum
1
2
3
4
5
6
7
8
9
4
Each
32.68
4.04
0.44
6
Each
49.02
6.06
1
Each
8.17
1.01
30.00
Cum
198.60
13.50
23.76
4.73
1
2
3
4
Air valve chamber (1.2x1.0x1.5)
Scour valve Chamber
(1.2x1.0x1.5)
Reflux valve Chamber
(1.2x1.0x1.5)
Thrust Block and Pillar PCC/RCC
1:2:4
Stone Grit Cum
Steel
and Pipe
Qtl.
10-20
mm
10
20-40
mm
11
3680
1.40
2.60
0.96
0.66
5520
2.10
3.90
1.44
0.11
920
0.35
0.65
0.24
27.00
12
23.55
5
RR 1:6
13.50
Cum
14.85
6
C.I. Pipe 150 mm LA
1452
M
464.64
7
CI Specials and Valves
1
Job
46.46
312.23
29.34
1.21
10120
14.85
30.85
7.15
537.29
156 Qtl
469.44
Qtl
19.36 Qtl
20.24
Cum
303.6 Qtl
297 Qtl
555.3 Qtl
143
Qtl
537 Qtl
Total
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
CONSUMPTION STATEMENT OF RISING MAIN FROM TILOTH VILLAGE TO GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
Qty
Unit
Cement
in Bags
Coarse
Sand
Cum
Fine
Sand
Cum
Bricks
Nos.
Stone
Cum
1
2
3
4
5
6
7
8
9
Stone Grit Cum
10-20
mm
10
20-40
mm
11
Steel
and Pipe
Qtl.
12
1
Air valve chamber (1.2x1.0x1.5)
2
Each
16.34
2.02
0.22
1840
0.70
1.30
0.48
2
Scour valve Chamber
(1.2x1.0x1.5)
2
Each
16.34
2.02
0.22
1840
0.70
1.30
0.48
3
Thrust Block PCC 1:2:4
5
Cum
33.1
2.25
5
C.I. Pipe 100 mm LA
460
M
96.60
6
CI Specials and Valves
1
Job
9.66
65.78
6.29
33.00 Qtl
100.64
Qtl
Total
4.50
0.44
3680
7.04 Qtl
7.36
Cum
110.40
Qtl
0.00
5.90
2.60
107.22
106.20
Qtl
46.80
Qtl
108 Qtl
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
CONSUMPTION STATEMENT OF RISING MAIN FROM KAILASH ASHRAM AREA TO GRAVITY MANHOLE AND APPURTENANT WORKS
Stone Grit Cum
Sl.no.
Description
Qty
Unit
Cement
in Bags
Coarse
Sand
Cum
Fine
Sand
Cum
Bricks
Nos.
Stone
Cum
1
2
3
4
5
6
7
8
9
3
Each
24.51
3.03
0.33
1
Each
8.17
1.01
0.11
10.00
Cum
66.20
4.50
667
M
193.43
1
Job
19.34
1
2
4
Air valve chamber (1.2x1.0x1.5)
Scour valve Chamber
(1.2x1.0x1.5)
Thrust Block and Pillar PCC/RCC
1:2:4
6
C.I. Pipe 100 mm LA
7
CI Specials and Valves
98.88
8.54
44.50 Qtl
136.64
Qtl
Total
Steel
and Pipe
Qtl.
10-20
mm
10
20-40
mm
11
2760
1.05
1.95
0.72
920
0.35
0.65
0.24
12
9.00
0.44
3680
0.00
10.40
2.60
213.73
7.04 Qtl
7.36
Cum
110.40
Qtl
891 Qtl
187.20
Qtl
46.80
Qtl
214 Qtl
Assistant Engineer
UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL
CONSUMPTION STATEMENT OF RISING MAIN FROM TAMBAKHANI TO GRAVITY MANHOLE AND APPURTENANT WORKS
Sl.no.
Description
Qty
Unit
Cement
in Bags
Coarse
Sand
Fine
Sand
Bricks
Nos.
Stone
Cum
Stone Grit Cum
Steel
and Pipe
1
1
2
4
2
Air valve chamber (1.2x1.0x1.5)
Scour valve Chamber
(1.2x1.0x1.5)
Thrust Block and Pillar PCC/RCC
1:2:4
6
C.I. Pipe 200 mm LA
7
CI Specials and Valves
Cum
Cum
20-40
mm
11
Qtl.
3
4
5
6
7
8
3
Each
24.51
3.03
0.33
2760
1.05
1.95
0.72
2
Each
16.34
2.02
0.22
1840
0.70
1.30
0.48
20.00
Cum
132.40
9.00
687
M
323.23
1
Job
32.32
12
18.00
173.25
14.05
0.55
4600
87.00 Qtl
224.80
Qtl
8.80 Qtl
9.20
Cum
138 Qtl
Total
9
10-20
mm
10
0.00
19.75
3.25
356.75
355.50
Qtl
58.50
Qtl
357 Qtl
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR LAYING OF SEWER AND APPURTENANT WORKS
Sl.no.
Description
Quantity
Unit
Rate Rs
Amount RS.
1
2
Excavation in trenches in soil
mix with single,bajri etc in
following depths below
ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance. (
assuming 50% excavation in
soil mix) and remaning 50%
in hard rock.
(a).0.00to1.50m.BGL
3
4
5
6
1
2
(b)1.50 to 3.00 m.BGL
Excavation in trenches in
hard work following depths
below ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
(b) 1.50 to 3.00 m.BGL
3227.65
209.57
Cum.
Cum.
61.65
80.35
198984.62
16838.95
3227.65
209.57
Cum.
Cum.
330.00
363.75
1065124.50
76231.09
3
Provide and fix open
timbering covering 1/3 of area
as per departmental norms.
0-3 m B.G.L.
4
Dismentling of all types of
road surfaces of pavements
for laying sewers and
appurtenant works including
sorting out serviceable
materials and disposal of
unserviceable materials.
(a) CC road
(b) Bitumenious
5
6
Provision for payment of road
cutting charges for
dismentalling of roads to be
paid to P.W.D. or
NagarPalika.
(a) CC road
(b) Bitumenious
Supply of following size and
type pipes including cartage
upto departmental store.
(a) R.C.C. S&S NP3
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
(iii) 300 mm
(b) C.I. Class LA
(i) 150 mm
(ii) 200 mm
(iii) 250 mm
802.00
Sqm.
222.60
178525.20
3215.50
Sqm.
40.15
129102.33
974.50
Sqm.
40.15
39126.18
3215.50
Sqm.
1000.00
3215500.00
974.50
Sqm.
910.00
886795.00
851.00
M.
115.84
98579.84
461.00
M.
146.17
67384.37
237.00
M.
156.00
36972.00
160.00
M.
240.37
38459.20
1379.00
M.
1240.00
1709960.00
408.00
M.
1810.00
738480.00
173.00
M.
2440.00
422120.00
(c) D.I. Class K7
(i) 300 mm
8
Cartage from store to site of
works the following dia pipes
lowering it into trenches in
following depths laying true to
alingnment, gradient and
making joints with rubber
gasket including testing etc.
complete
(A) R.C.C. NP3
0.00 to 1.50 m BGL
(i) 150 mm
(ii) 200 mm
1.50 - 3.00 m BGL
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
(iii) 300 mm
(B) C.I. Class LA
0.00-1.50 m BGL
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
1.50 - 3.00 m BGL
(i) 150 mm
(ii) 200 mm
(C) D.I. Class K7
0.00-1.50 m BGL
(i) 300mm
7
8
Baricating of Sewer trenches
P.C.C 1:2:4 for bedding in
RCC sewer along main Mana
road.
0.00-1.50 m BGL
195.00
M.
2230.00
434850.00
778
272
M.
M.
111.12
126.36
86451.36
34369.92
73
189
237
160
M.
M.
M.
M.
118.28
134.51
150.73
187.09
8634.44
25422.39
35723.01
29934.40
1144
196
173
M.
M.
M.
12.87
18.82
25.38
14723.28
3688.72
4390.74
235
212
M.
M.
13.70
20.03
3219.50
4246.36
195
7728
M.
M.
21.67
32.35
4225.65
250000.80
2385
Cum.
2030.55
4842861.75
9
10
11
12
1.50-3.00 m BGL
Provide all material, labour
t&p etc and constructslab
type masonary manhole
chambers of following size as
pere type design and
specifications.
(a)1.00*1.20m.1.50m deep
(b)1.00*1.20m.3.00m deep
Provide all material, labour
t&p etc and construct Arch
type masonary manhole
chambers of following size as
pere type design and
specifications.
4077
Cum.
2046.04
8341705.08
154
85
Each
Each
10250.00
20400.00
1578500.00
1734000.00
(a)1.00*1.50 m.4.50 m deep
(b) 1.00*1.5m. 6.00 m deep
Provide all material ,labour
,t&p etc and construct
masonary chamber per m.
shaft for following size
requisting the actual cost of
manhole in above item.
4
1
Each
Each
24550.00
31850.00
98200.00
31850.00
(a)1.00*1.20m.1.50m deep
(b)1.00*1.20m.3.00m deep
Provide all material ,labour
,t&p etc and construct
masonary chamber per m.
shaft for following size
requisting the actual cost of
manhole in above item.
-44.76
-80.55
M.
M.
3570.00
5285.00
-159793.20
-425706.75
(a)1.00*1.50 m.4.50 m deep
(b) 1.00*1.5m. 6.00 m deep
-3.50
-1.22
M.
M
2845.00
3030.00
-9957.50
-3696.60
13
14
15
16
17
18
19
Provide all material, labour
t&p etc and construct sewer
connecting chambers of
following size as pere type
design and specifications.
(a) 0.60*0.60m.1.50m deep
(b)0.60*0.60m..3.00m deep
(a)10.60*0.60m..4.50 m deep
Provide all material ,labour
,t&p etc and construct
masonary chamber per m.
shaft for following size
requisting the actual cost of
manhole in above item.
27
10
2
Each
Each
Each
5950.00
10050.00
17400.00
160650.00
100500.00
34800.00
(a) 0.60*0.60m.1.50m deep
(b)0.60*0.60m..3.00m deep
(a)10.60*0.60m..4.50 m deep
Provision for shifting of water
supply mains and
connections
Provision for diversion of path
Provision for disposal of
surplus earth from the site of
work
Provision for hiring of godown
during the execution of the
scheme
-7.18
-10.78
-1.78
Each
Each
Each
2283.00
2360.00
3635.00
-16391.94
-25440.80
-6470.30
100
job
Each
-
695.00
69500.00
50000.00
1644.83
Cum.
654.00
1075718.82
24
month
3000.00
72000.00
Provision for cartage of
material as per attached
2410000.00
20
21
22
23
Extra cartage of excavated
earth from the site of work as
per direction of Engineer in
charge within 120 m. and
carrying back by head
load.(the 30% of excavated
earth is assumed to be
carried to and fro for safety
purposes) Work will be
carried out as per
Provision for protection and
repair of Electric and
Telephone cable
Provision for making
protection walls using R.R.
1:6 as will be needed at site
of work
Provision for P.C.C. 1:4:8 for
protection
2062.33
Cum.
2.18
1079011.06
job
-
320.64
Cum.
1100.55
352880.35
38.89
Cum.
1462.70
56884.40
83.16
Sqm
59.55
4952.18
37.68
Cum.
4252.45
160232.32
59.16
Qtl.
3940.00
233090.40
20000.00
24
Pointing 1:2 over plateforms
for raised manholes.
25
RCC 1:1.5:3 for pillars under
open sewer.
26
MS work for pillars.
27
Provision for dismentalling
and reistatement of masonary
work of stairs.
job
200000.00
28
Provision for Compansion of
damage to adjoining
construction
job
50000.00
29
Provision for cutting of CI/DI
pipes
Provision for construction of
nala tapping arragement
30
100
Each
200
20000.00
7
Each
130000.00
910000.00
31
32
Provision for construction of
gully pit.
Provision for unforeseen
items
20
Each
job
-
18000.00
TOTAL
J.E
360000.00
12056.90
33270000.00
A.E.
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER ALAKNANDA AT DEVPRAYAG I&D
ABSTRACT OF COST FOR LAYING OF SEWER AND APPURTENANT WORKS
Sl.no.
1
2
3
Description
Excavation in trenches in soil
mix with single,bajri etc in
following depths below
ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance. (
assuming 50% excavation in
soil mix) and remaning 50%
in hard rock.
(a).0.00to1.50m.BGL
(b)1.50 to 3.00 m.BGL
Excavation in trenches in
hard work following depths
below ground level including
dressing levelling,refilling of
trenches in 15 cm. Layers
and disposal of surplus earth
upto 50 m distance.
(a).0.00to1.50m.BGL
(b) 1.50 to 3.00 m.BGL
Provide and fix open
timbering covering 1/3 of area
as per departmental norms.
0-3 m B.G.L.
Quantity
Unit
3227.65
209.57
Cum.
Cum.
3227.65
209.57
Cum.
Cum.
802.00
Sqm.
Rate Rs
Amount RS.
5
Dismentling of all types of
road surfaces of pavements
for laying sewers and
appurtenant works including
sorting out serviceable
materials and disposal of
unserviceable materials.
(a) CC road
(b) Bitumenious
6
Sqm.
974.50
Sqm.
3215.50
Sqm.
974.50
Sqm.
851.00
M.
461.00
M.
237.00
M.
160.00
M.
1379.00
M.
408.00
M.
173.00
M.
195.00
M.
Provision for payment of road
cutting charges for
dismentalling of roads to be
paid toP.W.D. or NagarPalika.
(a) CC road
(b) Bitumenious
7
3215.50
Supply of following size and
type pipes including cartage
upto departmental store.
(a) R.C.C. S&S NP3
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
(iii) 300 mm
(b) C.I. Class LA
(i) 150 mm
(ii) 200 mm
(iii) 250 mm
(c) D.I. Class K7
(i) 300 mm
9
Cartage from store to site of
works the following dia pipes
lowering it into trenches in
following depths laying true to
alingnment, gradient and
making joints with rubber
gasket including testing etc.
complete
(A) R.C.C. NP3
0.00 to 1.50 m BGL
(i) 150 mm
778
272
M.
M.
73
189
237
160
M.
M.
M.
M.
1144
196
173
M.
M.
M.
235
212
M.
M.
195
M.
Baricating of Sewer trenches
P.C.C 1:2:4 for bedding in
RCC sewer along main road.
7728
M.
0.00-1.50 m BGL
23.85
Cum.
(ii) 200 mm
1.50 - 3.00 m BGL
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
(iii) 300 mm
(B) C.I. Class LA
0.00-1.50 m BGL
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
1.50 - 3.00 m BGL
(i) 150 mm
(ii) 200 mm
(C) D.I. Class K7
0.00-1.50 m BGL
(i) 300mm
10
11
12
13
14
15
1.50-3.00 m BGL
Provide all material, labour
t&p etc and constructslab
type masonary manhole
chambers of following size as
pere type design and
specifications.
(a)1.00*1.20m.1.50m deep
(b)1.00*1.20m.3.00m deep
Provide all material, labour
t&p etc and construct Arch
type masonary manhole
chambers of following size as
pere type design and
specifications.
40.77
Cum.
154
85
Each
Each
(a)1.00*1.50 m.4.50 m deep
(b)1.00*1.50 m.6.00m deep
Provide all material ,labour
,t&p etc and construct
masonary chamber per m.
shaft for following size
requisting the actual cost of
manhole in above item.
4
1
Each
Each
(a)1.00*1.20m.1.50m deep
(b)1.00*1.20m.3.00m deep
Provide all material ,labour
,t&p etc and construct
masonary chamber per m.
shaft for following size
requisting the actual cost of
manhole in above item.
-44.76
-80.55
M.
M.
(a)1.00*1.50 m.4.50 m deep
(b)1.00*1.50 m.6.00m deep
-3.50
-1.22
M.
M.
12
14
16
17
Provide all material, labour
t&p etc and construct sewer
connecting chambers of
following size as pere type
design and specifications.
(a) 0.60*0.60m.1.50m deep
(b)0.60*0.60m..3.00m deep
(a)10.60*0.60m..4.50 m deep
Provide all material ,labour
,t&p etc and construct
masonary chamber per m.
shaft for following size
requisting the actual cost of
manhole in above item.
27
10
2
Each
Each
Each
(a) 0.60*0.60m.1.50m deep
(b)0.60*0.60m..3.00m deep
(a)10.60*0.60m..4.50 m deep
Provision for shifting of water
supply mains and
connections
Provision for diversion of path
-7.18
-10.78
-1.78
Each
Each
Each
100
Each
job
-
1644.83
Cum.
24
month
18
Provision for disposal of
surplus earth from the site of
work
19
Provision for hiring of godown
during the execution of the
scheme
20
Provision for cartage of
material as per attached
21
22
Extra cartage of excavated
earth from the site of work as
per direction of Engineer in
charge within 120 m. and
carrying back by head
load.(the 30% of excavated
earth is assumed to be
carried to and fro for safety
purposes) Work will be
carried out as per
Provision for protection and
repair of Electric and
Telephone cable
23
Provision for making
protection walls using R.R.
1:6 as will be needed at site
of work
24
Provision for P.C.C. 1:4:8 for
protection
Raised pointing 1:2 over
plateforms for raised
manholes.
RCC 1:1.5:3 for pillars under
open sewer.
2062.33
Cum.
job
-
320.64
Cum.
38.89
Cum.
83.16
Sqm
37.68
Cum.
59.16
Qtl.
MS work for pillars.
26
Provision for dismentalling
and reistatement of masonary
work of stairs.
job
27
Provision for Compansion of
damage to adjoining
construction
job
28
Provision for cutting of pipes
Gully pit
100
Each
Each
Nall Tapping
Each
Ventelating column
Each
KC Drain
32
M
Provision for unforeseen
items
job
TOTAL
0.00
J.E
A.E.
DEVPRAYAG SEWERAGE SCHEME
ABSTRACT OF COST FOR CARTAGE OF MATERIALS
Sl.no.
Description
1
Provision of cartage of
following material from
Jogiwala store to site store at
DEvprayag by truck load
distance 355 km
2
(a) RCC/ CI. Pipes/ D.I pipes/
steels
(b) Cement
Provision of cartage of
following material from
Rishikesh to site store at
Badrinath by truck load
distance 315 km
(a) R.C.C. manhole covers
etc.
(b) Bricks.
Quantity
Unit
Qtl
Qtl
Qtl
Qtl
Rate Rs
Amount RS.
3
4
5
6
(c) Sand from Birahi 80 Km
Provision for cartage of
following building material
from local query to site of
work by head load 300 m.
The cartage will be done as
per the direction of Engineer
incharge
(a) Stone
(b) Stone ballast
Provision for cartage of
following material from local
store to site of work by head
load 300 m. The cartage will
be done as per the direction
of Engineer incharge
(a) Bricks
(b) Sand
Provision for cartage of
following material from local
store to site of work by head
load 1km. The cartage will be
done as per the direction of
Engineer incharge
(a) C.I. Pipes/ D.I pipes/
steels
(b) Cement
Provision for cartage of
unforeseen items
Qtl
Cum
Cum
Cum
Qtl
Qtl
TOTAL
0.00
Assistant Enginner
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
DETAIL OF SURPLUS EARTH
SL
NO
1
1
DESCRIPTION
2
(a) R.C.C. S&S NP3
(i) 150 mm
(ii) 200 mm
(ii) 250 mm
(iii) 300 mm
(b) C.I. Class LA
(i) 150 mm
(ii) 200 mm
(iii) 250 mm
(c) D.I. Class K7
(i) 300 mm
Qty.
Unit
Calculation
3
4
5
851.00
M
461.00
237.00
M
M
Qty. In
Cum
6
2
41.75
2
32.57
2
22.79
2
20.10
3.14 x 0.25 x 851/4 =
3.14 x 0.30 x 461/4 =
3.14 x 0.35 x 237/4 =
160.00
M
3.14 x 0.40 x 160/4 =
1379.00
M
3.14 x 0.17 x 1379/4 =
2
31.28
M
2
15.50
2
9.90
2
15.68
408.00
3.14 x 0.22 x 408/4 =
173.00
M
3.14 x 0.27 x 173/4 =
195.00
M
3.14 x 0.32 x 195/4 =
2
Slab type Manhole
(a)1.00*1.20m.1.50m deep
154
Each
154 x 1.46 x 1.66 x 1.80 =
671.82
(b)1.00*1.20m.3.00m deep
Arch type Manhole
85
Each
85 x 1.70 x 1.90 x 3.40=
933.47
(c)1.00*1.50 m.4.50 m deep
4
Each
4 x 2.50 x 2.0 x 2.50=
50.00
4 x 1.06 x 1.06 x 2.40=
10.79
1 x 2.50 x 2.0 x 2.50=
12.50
1 x 1.06 x 1.06 x 3.90=
4.38
(d)1.00*1.50 m.6.00 m deep
Sewer Connection Chamber
1
Each
3
4
(a)1.00*1.20m.1.50m deep
27
Each
27 x 1.06 x 1.06 x 1.80 =
54.61
(b)1.00*1.20m.3.00m deep
(c)1.00*1.50 m.4.50 m deep
10
2
Each
Each
10 x 1.06 x 1.06 x 3.40 =
2 x 1.06 x 1.06 x 4.90=
38.20
11.01
64.62
Cum
(a)1.00*1.20m.1.50m deep
-44.76
M.
(-)44.76 x 1.46 x 1.66 =
-108.48
(b)1.00*1.20m.3.00m deep
-80.55
M.
(-)80.55 x 1.70 x 1.90 =
-260.17
(c)1.00*1.50 m.4.50 m deep
-3.50
M.
(-)3.5 x 1.06 x 1.06 =
-3.93
(d)1.00*1.50 m.6.00 m deep
Sewer Connection Chamber
-1.22
M.
(-)1.22 x 1.06 x 1.06 =
-1.37
(a)1.00*1.20m.1.50m deep
-7.18
M.
(-)7.18 x 1.06 x 1.06 =
-8.07
(b)1.00*1.20m.3.00m deep
-10.78
M.
(-) 10.78 x 1.06 x 1.06 =
(c)1.00*1.50 m.4.50 m deep
-1.78
M.
(-)1.78 x 1.06 x 1.06 =
PCC for Bedding
64.62
Less for shaft variation
Slab type Manhole
Total
-12.11
-2.00
1644.83
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D
DETAIL OF PROTECTION WORK
SL
NO
DESCRIPTION
No.
L
B
H
Total
Unit
1
1
2
(A) RR 1:6 stone masonary for Sewer line
in section 29-PS1, 5-7
Assuming 100 m wall with average height
3m and average width as 1.2 m and 0.6 m
at bottom and top respectivily
3
4
5
6
7
8
1
100.00
(1.2+0.6)/2
3.00
270.00
Cum
1
2.00
1.50
1.58
4.74
Cum
1
2.00
1.50
3.65
10.95
Cum
1
2.00
1.50
4.30
12.90
Cum
1
2.00
1.50
3.35
10.05
Cum
1
2.00
1.50
4.00
12.00
320.64
Cum
Cum
1
100.00
1.20
0.15
18.00
Cum
5
2.00
1.50
0.40
6.00
Cum
1
100.00
0.60
0.15
9.00
Cum
5.89
Cum
38.89
Cum
(C) Same as above but for plateform for
raised manholes.
2
Total
PCC 1:4:8 for base of above.
PCC 1:4:8 for Top of above.
PCC 1:4:8 for base of pillars
Total
50
2
3.14 x 1.00 /4 x 0.15 =
3
Raised pointing 1:2 over plateforms
2
2+1.5
0.58
4.06
Sqm
2
2+1.5
2.65
18.55
Sqm
2
2+1.5
3.30
23.10
Sqm
2
2+1.5
2.35
16.45
Sqm
2
2+1.5
3.00
21.00
Sqm
83.16
Cum
21.98
Cum
15.70
Cum
37.68
Cum
59.16
Qtl
59.16
Qtl
Total
4
RCC 1:1.5:3 for pillars for open sewer.
Assuming 0.4 m dia and 3.50 m average
height.
For base
50
50
2
3.5 x 3.14 x 0.40 /4 = 0.44
2
0.40 x 3.14 x 1.00 /4 =
0.314
Total
5
MS work for above @ 2%
Total
37.68 x 2/100 x 78.5=
59.16
Assistant Engineer
4.DESIGN OF RISING MAINS:
A)FROM BHAJAN ASHRAM SEWAGE PUMPING STATION
Design period
a)Average discharge to be pumped
Or
Or
b)Peak discharge to be pumped
Or
Or
1Average Pumping over the years
2.Overall efficiency of the Pumping plants
3. Rate of Power per Unit charge
4.Present worth of capital accumulated @10% simple interest at the
end of 15 years for each Rs.1=
5.Cost of power consumption for 408 lpm discharge =
30 Years
206.28 KLD
143.25 LPM
2.39 LPS
618.84 KLD
429.75 LPM
7.16 LPS
75% of the theoritical quantity to be
pumped
50%
Rs 3.00/Unit
7.606
143.25X24X365.24X3.00X0.75X0.746
4500X0.50
936.74 Say 937
Table showing economical size is attached
B)FROM GUJRATI ASHRAM SEWAGE PUMPING STATION
Design period
a)Average discharge to be pumped
Or
Or
b)Peak discharge to be pumped
Or
Or
1Average Pumping over the years
2.Overall efficiency of the Pumping plants
30 Years
118.8 KLD
82.50 LPM
1.38 LPS
356.4 KLD
247.50 LPM
4.13 LPS
75% of the theoritical quantity to be
pumped
50%
3. Rate of Power per Unit charge
4.Present worth of capital accumulated @10% simple interest at the
end of 15 years for each Rs.1=
5.Cost of power consumption for 401.85 lpm discharge =
Rs 3.00/Unit
7.606
82.50X24X365.24X3.00X0.75X0.746
4500X0.50
539.49 Say 540
Table showing economical size is attached
C)FROM MAIN SEWAGE PUMPING STATION
Design period
a)Average discharge to be pumped
Or
Or
b)Peak discharge to be pumped
Or
Or
1Average Pumping over the years
2.Overall efficiency of the Pumping plants
3. Rate of Power per Unit charge
4.Present worth of capital accumulated @10% simple interest at the
end of 15 years for each Rs.1=
5.Cost of power consumption for 624.83 lpm discharge =
Table showing economical size is attached
30 Years
2447.28 KLD
1699.50 LPM
28.33 LPS
7341.84 KLD
5098.50 LPM
84.98 LPS
75% of the theoritical quantity to be
pumped
50%
Rs 3.00/Unit
7.606
1699.50X24X365.24X3.00X0.75X0.746
4500X0.50
11113.46 Say 11114
DEHRADUN BRANCH SEWERAGE SCHEME
FOR
EXTENTION OF SEWER IN 56 SUBHASH ROAD
Sl.No.
1
1
GENERAL ABSTRACT OF COST AND SCHEDULE OF
DISBURSEMENT
Description
Amount RS.
2
Cost of sewer laying
Subtotal
Total
3
425000
425000
425000
APPROVED LABOUR RATES( S.E./GM 9th circle peyjal nigam,Indiranagar Dehradun
vide letter no. 2308/karyalay aadesh/20 dated 30/05/06)
9
1
2
3
Item
Unskilled Labour - --- Beldar, Chaukidar,
Waterman, Majdoor, Helper, Safai Nayak.Bhisti
Semi Skilled Labour ----- Hole driller, Rock cutter
Skilled Labour --- Mistri, Mason, Carpanter,
Blacksmith, Plumber,painter,welder.
4
Other Labours
5
6
7
8
9
10
11
a) Man with mule
b) Addtional mule
Trackter Trolly
Drill machine Driller
Sweeper
Hand Pump Mistri
Coolie
Sweeper (For Simple works)
Cleaner
1
2
3
4
5
6
7
8
9
10
Approved material rate by M.D. pey jal nigam
Dehradun vide letter no. 3626/samigri dated
30/9/06
Bricks M100
From Dehradun
Bricks M100
From Haridwar
Bricks M100
From Rishikesh
Cement
Cement White
MS Flat
Tor Steel TMT
8 mm dia to 25 mm dia
Coarse Sand
Fine Sand
Stone
For Building work
For site development
Bllast/Grit
10 - 20 mm
20 - 40 mm
25 - 50 mm gauge
40 - 63 mm gauge
Split Boulder 100 - 150 mm
River Boulder
RIver Bed Material
Stone Crushed Grit
10 - 20 mm
20 - 40 mm
Lime
Rate
Karanprayag
92.00
112.00
92.00
112.00
163.00
163.00
215.00
130.00
680.00
163.00
120.00
163.00
92.00
92.00
92.00
215.00
130.00
680.00
163.00
120.00
163.00
92.00
92.00
92.00
2300
2100
2200
250
560
3000
/ 1000 N0
/ 1000 N0
/ 1000 N0
/ Bag
/ Bag
/ Qtl
3700
280
250
/ Qtl
/Cum
/Cum
260
230
/Cum
/Cum
380
310
275
230
180
190
230
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
/Cum
380
360
500
/Cum
/Cum
/Qtl
Total
Add 10% for CP
Sub Total
Difference in labour rate / sqm=
488.95/90=5.432
15
Hence New rate=
Closed timbering (0-3.0)
Detail for 90 sqm
Material
Polling boards
Walers
Ballies
7.2
1.69
72
For 5 Times
For 1 Time
Net Cost of Material (Deduct 25% as
salvage value)
a)labour for fixing
Carpenter
Mazdoor
Spikes
b) labour for Dismentling
Carpenter
Mazdoor
Sundries
Sub Total
Total
Add 10% for CP
Sub Total
Rate/Sqm
16
5
10
Each
Each
2.5
5
Each
Each
27889.97/90=309.8
9
say
Closed timbering (3.00-6.00)
Detail for 90 sqm
Material
Polling boards
Walers
Ballies
9
2.02
72
For 5 Times
For 1 Time
Net Cost of Material (Deduct 25% as
salvage value)
a)labour for fixing
Carpenter
Mazdoor
Spikes
b) labour for Dismentling
Carpenter
7.5
15
Each
Each
3.75
Each
Mazdoor
Sundries
Sub Total
Total
Add 10% for CP
Sub Total
Rate/Sqm
17
say
Dismentling of all type of road surface
a) Bituminuous
Detail for 10 Sqm
Labour
7.5
Each
35301.86/90=392.2
4
Beldar
Sundries
Total
10% CP
Total
4
job
Hence rate per sqm=
18
19
Dismentling of all type of road surface
a) Cement Concrete
Rate as above
Carting of DI PipeS&S LA from site store to
site of work,lowering true to alignment
,laying jointing and testing but excluding the
cost of trenches and cutting of pipes etc for
making up lengths and making joints
Take 200 mm nominal dia CI S&S pipe
Detail for 30 m length
a)Cartage
b) labour
Therefore rate for various dia DI pipe
300 mm
Add cartage 0.56x53.04x0.5=
total
SAY
Rates for depth (1.5 to 3.00)
6.45 % Extra As above
Rates for depth (3.0 to 4.5)
13.05 % Extra As above
Rates for depth (4.5 to 6.0)
Fitter
Junior Fitter
Beldar
Testing and
sundries
Total
Add 10% for CP
Total
Hence rate per
quintal=
47.20x0.56
14.47
0.5
0.5
4
job
683.05/14.47=
20.75 % Extra As above
Rates for depth (6.0 to 7.5)
31.55 % Extra As above
20
PCC 1:2:4 cement,sand and aggregates
20mm
Labour Detail for 10cum
a) Materials
1
2
3
cement
Coarse sand
20mm aggregates
64.5
4.5
9
b)labour
1
2
3
4
5
6
7
Add Cartage
Cement
sand
shingle
total
21
22
23
24
same as above but 1.50-3.00
rate as above
add 3% on labour
total
say
same as above but 3.00-4.50
rate as above
add 3% on labour
total
say
same as above but 4.50-6.00
rate as above
add 3% on labour
total
say
same as above but 6.00-7.50
Mistri
Mason
Beldar
Coolie
Bhisti
Black Smith
Sundries
Total (Labour)
Total
Add 10% CP
Total
Grand total
Hence Rate/Cum
6.45x11.05=
0.45x1519.80=
0.90x771.00=
0.5
1.5
14
14
7
0.5
job
25
rate as above
add 3% on labour
total
say
RCC 1:2:4 cement,sand and
aggregates20mm
Labour Detail for 10cum
i)Same as PCC 1:2:4
ii)Black Smith for binding
iii)Cost of binding wire
14
Add 10% CP
total
Hence Rate/Cum
26
PCC 1:4:8 cement,sand and aggregates 2040 mm
Labour Detail for 10cum
a) Materials
1
2
3
cement
Coarse sand
20mm aggregates
34.5
4.8
9.4
b)labour
1
2
3
4
5
6
7
Mistri
Mason
Beldar
Coolie
Bhisti
Black Smith
Sundries
Add 10% CP
Grand total
Hence Rate/Cum
Add Cartage
Cement
sand
shingle
total
27
28
Same as above but 1.50-3.00m BGL
Rate as above
Add 3% extra on labour
total
say
Same as above but 3.00-4.50m BGL
Rate as above
Add 3% extra on labour
total
3.45x11.05=
0.48x1519.80=
0.94x771.0=
0.5
1.5
14
14
7
0.5
job
29
30
31
say
Same as above but 4.50-6.00 m BGL
Rate as above
Add 3% extra on labour
total
say
Same as above but 6.50-7.00 m BGL
Rate as above
Add 3% extra on labour
total
say
RCC 1:1.5:3 for T Beam, Slab and Column
Labour Detail for 10cum
a) Materials
1
2
3
cement
Coarse sand
20mm aggregates
85.75
4.5
9
b)labour
1
2
3
4
5
6
7
Mistri
Mason
Beldar
Coolie
Bhisti
Black Smith
Sundries
Total (Labour)
0.5
1.5
14
14
7
0.5
job
Black Smith
14
Cost of Centering Shuttring with Extra
Labour
Cost of Binding Wire
Add 10% CP
Total
Hence Rate/Cum
Add Cartage
Cement
sand
Grit
total
32
RCC 1:1.5:3 for footing
Labour Detail for 10cum
a) Materials
1
2
3
8.58x11.05=
0.45x1519.80=
0.90x1613.40=
cement
Coarse sand
20mm aggregates
85.75
4.5
9
b)labour
1
2
3
4
5
6
7
Mistri
Mason
Beldar
Coolie
Bhisti
Black Smith
Sundries
Total (Labour)
0.5
1.5
14
14
7
0.5
job
Black Smith
14
Cost of Centering Shuttring with Extra
Labour
Cost of Binding Wire
Add 10% CP
Total
Hence Rate/Cum
Add Cartage
Cement
sand
Grit
total
For Depth (1.5 - 3.0)
For Depth (3.0 - 4.5)
For Depth (4.5 - 6.0)
For Depth (6.0 - 7.5)
33
8.58x11.05=
0.45x1519.80=
0.90x1613.40=
Add 3 % Extra on
Labour
"
"
"
RR Stone masonary in 1:6
Detail for 2.83 cum
a)Material
Stone
Local Sand
Cement
3.12
0.99
5
b) labour
Mistri
Mason
Beldar
Stone dressor
Coolies
Bhisties
Sundries
CP
TOTAL
RATE/CUM
cement 1.76x11.05=
sand 0.35x771.00=
3465.42/2.83
0.1
3
3
1
3
0.5
job
stone 1.1x771=
total
34
Dismentling of stone masonary or cc
As per PWD schedule 452
Detail per Cum
labour
Beldar
Coolie
T&P
Total
Add 10% for CP
2
1
Job
Total
35
36
37
Disposal of Surplus earth from site of work
1/2 km
rate/q for head load cartage
Hence rate for disposal of surplus earth/cum
44.2
44.20x0.50x16=353.
6
Extra cartage of excavated earth by head
load
Rate/cum/m
Shifting of water supply mains and
connection
Detail of cost for 1 m
i) materials
ferrul 3mm to 6 mm
Elbow 15 mm
Socket 15 mm
Pipe
White lead etc
Total
ii) Earth work in excavation
iii)Labour
Junior Fitter
Mazdoor
Total
Add 10% for CP
1
3
3
1
job
2.7
0.5
1
Total
iv) Bailing out of water etc including
Dismentling &relaying of GI Pipe 15 mm dia
as per site condition
job
Total i+ii+iii+iv=
38
MS Work in RCC
Detail for 50Kg
Material
Steel
Wastage
Total
Add 10% CP
Total
50
2.50%
39
40
Labour
Blacksmith
Coolie
T&P
Total
Add 10%CP
Total
RATE /QTL
SAY
add cartage
Steel 1.05x22.10=
Total
Say
MS Work in heavy sections
Detail for 50Kg
Material
Steel
Wastage
Total
Add 10% CP
Total
Labour
Blacksmith
Hammerman
Coolie
Hoisting and welding
Coal and t&p
Total
Add 10%CP
Total
RATE /QTL
1
1
Job
(1804.0+342.10)x2=
50
2.50%
1
1
1
Job
Job
(2029.50+624.36)x2
=
SAY
add cartage
Steel 1.05x22.10=
Total
say
BW 1:5 in plinth and foundation
Detail for 10 cum
a)Materials
Cement
sand
Bricks
b)labour
Mistri
Mason
Mazdoor
Coolie
Bhisties
T&P etc
TOTAL
15
2.5
5000
0.5
8
8
8
2
job
41
42
43
44
45
Add 10%CP
Total
Rate/cum=
Add cartage
cement1.50x11.05=
sand0.25x771.0=
Bricks 1x3027.75=
total
say
Same as above but 1.50-3.00 m
Rate as above
Add 3% Extra on labour=
total
say
Same as above but 3.00-4.50 m
Rate as above
Add 3% Extra on labour=
total
say
Same as above but 4.50-6.00 m
Rate as above
Add 3% Extra on labour=
total
say
Same as above but 6.00-7.50 m
Rate as above
Add 3% Extra on labour=
total
say
BW 1:3 in plinth and foundation
Detail for 10 cum
a)Materials
Cement
sand
Bricks
SUBTOTAL
b)labour
Mistri
Mason
Mazdoor
Coolie
Bhisties
T&P etc
SUBTOTAL
Add 10%CP
Total
Rate/cum=
Add cartage
cement2.25x11.05=
sand0.225x771.0=
Bricks 1x3027.75=
total
22.5
2.25
5000
0.5
8
8
8
2
job
46
47
48
49
say
Same as above butr 1.50-3.00 m
Rate as above
Add 3% Extra on labour=
total
say
Same as above butr 3.00-4.50 m
Rate as above
Add 3% Extra on labour=
total
say
Same as above butr 4.50-6.00 m
Rate as above
Add 3% Extra on labour=
total
say
PC Plaster 12 mm thick1:3
Detail for 10sqm
Material
Cement
Sand
SUBTOTAL
Labour
Racking and washing surface
Mason
Coolie
Bhisties
Plastering
Mason
Coolie
Bhisties
Scafolding
Total
10%CP
Total
Rate/SQM
1.45
0.15
0.25
0.25
0.1
0.75
0.75
0.25
job
Cartage
cement 0.14x11.05=
sand 0.015x771.0=
Rate/SQM
Say
50
Flush Pointing 1:2
Detail for 10sqm
Material
Cement
Sand
SUBTOTAL
Labour
Racking and washing surface
Mason
Coolie
0.6
0.04
1.75
1.75
Bhisties
Total
10%CP
Total
Rate/SQM
0.35
Deduction
Mason
Coolie
Total
10%CP
Total
0.33
0.33
Deduction/Sqm
Over all Rate/Sqm
Cartage
cement 0.06x11.05=
sand 0.044x771.0=
Rate/SQM
Say
51
52
53
54
Same as above but 1.50-3.00 m BGL
Rate as above
Add 3% Extra on labour=
total
say
Same as above but3.00-4.50 m BGL
Rate as above
Add 3% Extra on labour=
total
Supply of all material T&P and disilting of
existing drain including disposal of malwa
Labour
Mazdoor
For disposal
T&P
Total
10%CP
Total
SAY
Fixing of steps
For 10 nos
Material
Cement,sand grit
Labour
Mason
Mazdoor
Sundries
Total
10%CP
Total
Rate/footstep=
2
Job
Job
1
1
Say
Cutting of D.I. Pipe 300 mm dia
Detail for 1 Cut for 200 mm dia
Labour
Fitter
Beldar
Sundries
0.16666667
0.16666667
Add 10 % C.P.
Total
Cost for 300 mm dia pipe
300/200*84.18
55
Laying and Jointing 300 mm dia D.I. pipe
Details for 30 m Pipe (@48.25 Kg/m)
Labour
Fitter
0.5
Joinor Fitter
0.5
Beldar
4
Sundries
Add 10 % CP
Rate per Qtl.
56
Rate per M for DI pipe 300 mm Dia (56
kg/M)
Desmentilling of 150 mm dia RCC sewer
line
Details for 30 m
47.18 x 0.56
Mason
Majdor
Sundries
2
4
Majdor
Coolie
Sundries
7
7
Add 10 % CP
Rate per M
57
Desmentilling of Brick work/Stone Work
Details for 10 Cum
Add 10 % CP
Rate per Cum
58
Desmentilling of CC Flooring
Details for 10 Sqm
Majdor
Coolie
Sundries
1
1
Add 10 % CP
Rate per Sqm
59
Desmentilling of RCC
Details for 10 Cum
Majdor
Coolie
Blacksmith
Sundries
14
14
3.33
Add 10 % CP
Rate per Cum
60
Carting and Recarting
= Cum x 240 m x
2.57
Prepared by:
Lead varified and
recommended for
approval:
Checked:
(S.K. Verma)
JE
(V.K. Gupta)
AE
(ML Raj)
Computer
LABOUR RATES(S.E. Pauri nirvan mandal pey jal nigam pauri vide his letter no.
6517/dar sarini/16 dated 3/11/06)
Sl no
KM
1
2
0.00 - 8
9.00 30.0
31-110
111-150
151-200
3
4
5
Rate/Qtl/Km
for
cement/sand
by pucca
road
3.08
Rate/Qtl/Km for
cement/sand by
Kaccha road
Rate/Qtl/Km
for Pipe/Steel
by pucca road
4.10
3.70
Rate/Qtl/Km
for
Pipe/Steel
by Kaccha
road
4.92
0.97
0.69
0.59
0.58
1.29
0.92
0.78
0.77
1.16
0.83
0.71
0.70
1.54
1.10
0.94
0.93
CARTAGE RATES FOR DEOPRAYAG
Sl
no
1
2
Item
Calculation
Rates
Cartage by head load
for 1 chain
Labour
Coolie
Add 10 % C.P.
2
Rate/m/Cum
Cartage by head load
for cement and steel
202.40
Coolie
Add 10 % C.P.
0.33
Rate/Qtl/Km
3
33.40
Say
Site rates
Cartage of bricks from
Rishikesh to site of
work
By truck
=
70
By head load =
300
km
x
m
x
500
x
0.03
1
x
2.38
/.508/1.6
x
0.58
714.00
1323.00
Cartage of Cement
from Jogiwala to site of
work
By truck =
115
By head load
0.5
=
km
x
km
x
0.5
x
0.58
0.5
x
41.10
10.28
43.63
70
300
km
x
m
x
16
x
0.97
1
x
2.38
714.00
1800.40
10
300
km
x
m
43.63 /bag
1086.40
Total
Cartage of Stone Grit
By truck from query to
Deoprayg =
By head load =
1323.00 /cum
33.35
Total
Cartage of local
sand/coarse sand
By truck from Rishikest
to Deoprayag =
By head load =
30.36
3.04
33.40
41.09
41.10
609.00
Total
d
92.00
41.10
8.22
49.32
a
c
/2.83/30
184.00
18.40
202.40
2.38
Cartage by head load
for Pipe and steel etc
Rate as above
20 % Extra
4
b
92.00
Unit
18
x
0.69
1
x
2.38
124.20
714.00
1800.40 /cum
x
Total =
e
By head load =
f
838.20
838.20
/cum
Cartage of stone
Cartage of Steel/Pipe
from raiwala to site of
work
Rate( 43.63 x 2)
Add 20% Extra
Total
300
m
x
1
x
2.38
714.00
714.00 /cum
87.25
17.45
104.70
104.70 /Qtl
SITE RATES FOR DEOPRAYAG SEWERAGE
Sl
n
o
1
Item
Excavation for sewer trenchesin soil
mixed
0-1.50 m BGL
Analysis
Labour Detail for 100cum
1
2
3
4
5
Mistri
Beldar
Coolie
Black Smith
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
0.5
40
15
0.5
job
Each
Each
Each
Each
163
92
92
163
LS
Say
81.50
3680.00
1380.00
81.50
75.61
5298.61
529.86
5828.48
58.28
58.30
Extra over above in soil mix with
shingle
Labour Detail for 100cum
1
2
3
Hence Over all Rate=
2
Beldar
Black Smith
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
58.30
7
0.5
job
+
Each
Each
8.90
92
163
LS
644.00
81.50
84.96
810.46
81.05
891.51
Say
=
say
8.92
8.90
67.20
67.20
163
92
92
163
122.25
4232.00
1932.00
122.25
LS
LS
169.92
84.96
6663.38
666.34
7329.72
Excavation for sewer trenchesin soil
mixed
1.50-3.00m BGL
Labour Detail for 100 cum
1
2
3
4
5
Mistri
Beldar
Coolie
Black Smith
T&P Basket
etc
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
0.75
46
21
0.75
job
job
Each
Each
Each
Each
say
73.30
73.30
Extra over above in soil mix with
shingle
Labour Detail for 100cum
1
2
3
3
Hence Over all Rate=
Excavation for sewer trenches in soil
mixed 3.00-4.50m BGL
Beldar
Black Smith
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
73.30
11
0.5
job
+
Each
Each
14.27
92
163
LS
1012.00
81.50
203.90
1297.40
129.74
1427.14
=
14.27
87.57
163
92
92
163
92
163.00
4968.00
2576.00
163.00
92.00
LS
LS
271.87
135.94
8369.81
836.98
9206.79
Labour Detail for 100cum
1
2
3
4
5
6
Mistri
Beldar
Coolie
Black Smith
Bhisti
T&P Basket
etc
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
1
54
28
1
1
Each
Each
Each
Each
Each
job
job
say
92.07
92.10
Extra over above in soil mix with
shingle
Labour Detail for 100cum
1
2
3
Hence Over all Rate=
4
Beldar
Black Smith
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
92.10
15
0.5
job
Each
Each
92
163
LS
1380.00
81.50
339.84
1801.34
180.13
1981.47
+
19.81
=
19.81
111.91
Each
Each
Each
Each
Each
163
92
92
163
92
407.50
6808.00
3220.00
366.75
161.00
Excavation for sewer trenches in soil
mixed
4.50 -6.00 m BGL
Labour Detail for 100cum
1
2
3
4
5
Mistri
Beldar
Coolie
Black Smith
Bhisti
2.5
74
35
2.25
1.75
6
5
T&P Basket
etc
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
job
job
LS
LS
424.80
816.47
12204.52
1220.45
13424.97
say
134.25
134.20
163
92
92
163
92
489.00
6440.00
4600.00
244.50
230.00
LS
LS
509.76
305.86
12819.12
1281.91
14101.03
Excavation for sewer trenches in soil
mixed 6.00 -7.50 m BGL
Labour Detail for 100cum
1
2
3
4
5
6
Mistri
Beldar
Coolie
Black Smith
Bhisti
T&P Basket
etc
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
3
70
50
1.5
2.5
Each
Each
Each
Each
Each
Mazdoor
Black Smith
Sundries
18
0.5
Each
Each
92
163
LS
+
25.08
=
6
Each
163
978.00
60
160
25
65
6
Each
Each
Each
Each
Each
112
92
112
92
163
6720.00
14720.00
2800.00
5980.00
978.00
LS
LS
169.92
849.60
33195.52
3319.55
job
job
141.01
Extra over above
Labour
1
2
3
Add 10% CP
Total
6
Hence Rate/Cum
Ovel All Rate/Cum
Excavation for sewer trenches in Hard
rock by cheiselling
0.00-1.50m BGL
141.01
1656.00
81.50
542.89
2280.39
228.04
2508.43
25.08
166.09
Labour Detail for 100cum
1
Mistri
special labour
for rock cutting
2
Beldar
Cheiseller
Coolie
Black Smith
T&P Basket
etc
Sundries
Total
Add 10% CP
3
4
5
job
job
Total
Hence
Rate/Cum
36515.07
say
7
Same as above but 1.50-3.00 m BGL
Rate as above
Add extra on labour
365.20
1
2
3
4
5
total rate
Mistri
special labour
for rock cutting
Cheiseller
Black Smith
T&P Basket
etc
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
365.20
1.75
Each
163
285.25
12
5
1.75
Each
Each
Each
112
112
163
1344.00
560.00
285.25
LS
LS
679.68
543.74
3697.92
369.79
4067.72
job
job
+
40.68
=
say
8
40.68
405.88
405.90
Same as above but
3.00-4.50 m BGL
Rate as above
Add extra on labour
365.20
1
2
3
4
5
6
total rate
Mistri
special labour
for rock cutting
Mazdoor
Cheiseller
Black Smith
T&P Basket
etc
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
365.20
3.5
Each
163
570.50
24
7
10
3.5
Each
Each
Each
Each
112
92
92
163
2688.00
644.00
920.00
570.50
LS
LS
1189.44
1189.44
7771.88
777.19
8549.07
job
job
+
85.49
=
say
9
365.15
365.20
85.49
450.69
450.70
Same as above but 4.50-6.00 m BGL
Rate as above
Add extra on labour
365.20
1
2
Mistri
special labour
for rock cutting
3
4
5
6
Mazdoor
Cheiseller
Black Smith
T&P Basket
5
Each
163
815.00
40
16
16
5
job
Each
Each
Each
Each
112
92
92
163
LS
4480.00
1472.00
1472.00
815.00
1699.20
etc
Sundries
Total
Add 10% CP
Total
Hence
Rate/Cum
365.20
total rate
job
+
LS
136.98
=
say
1
0
1699.20
12452.40
1245.24
13697.64
136.98
502.18
502.20
Open timbering covering 1/3 area
Schedule rate as per previous
approved rate
Add Difference in labour rates
228.15
Detail for 90 sqm
a)labour for fixing
Carpenter
Mazdoor
4
2.5
Each
Each
209135
118-74
28
18
112.00
45.00
2
4
Each
Each
209135
118-74
28
18
56.00
72.00
285.00
28.50
313.50
b) labour for Dismentling
Carpenter
Mazdoor
Total
Add 10% for CP
Sub Total
Difference in labour rate / sqm=
313.50
1
1
/90
=
3.48
231.63
Hence New rate=
Closed timbering (0-3.0)
Detail for 90 sqm
Material
Polling boards
7.2
Cum
1.69
72
Cum
M
Walers
Ballies
1500
0
2200
0
45.00
For 5 Times
For 1 Time
Net Cost of Material (Deduct 25% as
salvage value)
a)labour for fixing
Carpenter
Mazdoor
Spikes
b) labour for Dismentling
Carpenter
Mazdoor
Sundries
108000.0
0
37180.00
3240.00
148420.0
0
29684.00
22263.00
5
10
Each
Each
2.5
5
Each
Each
163
92
LS
815.00
920.00
166.52
163.0
0
92.00
LS
407.50
460.00
40.78
Sub Total
Total
Add 10% for CP
Sub Total
Rate/Sqm
1
2
27580.08
/90
2809.80
25072.80
2507.28
27580.08
306.45
=
say
306.40
1500
0
2200
0
45.00
135000.0
0
Closed timbering
(3.00-6.00)
Detail for 90 sqm
Material
Polling boards
9
Cum
2.02
72
Cum
M
Walers
Ballies
For 5 Times
For 1 Time
Net Cost of Material (Deduct 25% as
salvage value)
a)labour for fixing
Carpenter
Mazdoor
Spikes
b) labour for Dismentling
Carpenter
27402.00
Mazdoor
Sundries
Sub Total
Total
Add 10% for CP
Sub Total
Rate/Sqm
1
3
7.5
15
Each
Each
3.75
7.5
Each
Each
34827.91
/90
163
92
LS
163.0
0
92.00
LS
=
say
Dismentling of all type of road surface
a) Bituminuous
Detail for 10 Sqm
Labour
Beldar
Sundries
Total
10% CP
Total
4
job
Each
1222.50
1380.00
237.04
611.25
690.00
118.94
4259.73
31661.73
3166.17
34827.91
386.98
say
387.00
92
LS
368.00
16.99
384.99
38.50
423.49
42.35
42.30
Hence rate per sqm=
say
1
4
44440.00
3240.00
182680.0
0
36536.00
Dismentling of all type of road surface
a) Cement Concrete
Rate as above
42.30
1
5
Carting of 150 mm RCC pipe from local
store to site and lowering true to
alignment.chauking the joint with
necessary spun yarn soaked in bitumin
and jointing with 1:2 cement mortar in
coarse sand including excavation
below invert level of pipe but exclud
Detail of cost for 32 m
a)Cartage
pipe@32 m of 33kg/m=1056 kg
collars 16 [email protected]=1.12qtl
b) Materials
cement
Coarse sand
Spun Yarn
0.704
0.05
1.6
bag
cum
kg
180
285
20
126.72
14.25
32.00
1
3
6
1
3
Each
Each
Each
Each
Each
154
154
84
84
84
154.00
462.00
504.00
84.00
252.00
LS
LS
LS
184.80
134.40
235.20
2183.37
205.67
2389.04
74.66
74.65
c)Labour
Mistri
Mason
Mazdoor
Bhisties
Watchmen
d)Miscellaneous
i)Excavation
below invert
ii) Testing
iii) Sundries
Total
Add 10% for CP
Total
Rate /m=
say
site rate add cartage
cement 0.704 bag/32 @29.49/bag=
2389.04/32
job
job
job
0.65
sand0.05cum/32x957.80/cum=
1
6
pipe etc0.33x90.96=
Site rate
say
Same as above but 1.50-3.00 m BGL
Rate as above
add 6.45% extra on labour
total
say
1.49
30.02
106.81
106.80
106.80
4.46
111.26
111.25
1
7
Carting of DI PipeS&S LA from site
store to site of work,lowering true to
alignment ,laying jointing and testing
but excluding the cost of trenches and
cutting of pipes etc for making up
lengths and making joints
Take 200 mm nominal dia CI S&S pipe
Detail for 30 m length
a)Cartage
b) labour
Fitter
Junior Fitter
Beldar
Testing and
sundries
Total
Add 10% for
CP
Total
Hence rate per
quintal
=
14.47
0.5
0.5
4
qtl
Each
Each
Each
job
163
112
92
81.50
56.00
368.00
LS
59.47
564.97
56.50
621.47
621.47
/14.4
7=
say
42.95
42.90
Therefore rate for various dia DI pipe
300 mm
Add cartage =
total
42.90
0.56
x
x
0.56
49.32
0.5
say
Rates for depth
to 3.00)
6.45 % Extra As above
Rates for depth (3.0 to 4.5)
24.02
13.81
37.83
37.80
(1.5
40.24
13.05 % Extra As above
42.73
Rates for depth (4.5 to 6.0)
20.75 % Extra As above
45.64
Rates for depth (6.0 to 7.5)
31.55 % Extra As above
1
5
49.73
PCC 1:2:4 cement,sand and
aggregates 20mm
Labour Detail for 10cum
a) Materials
1
2
3
b)labour
cement
Coarse sand
20 mm
aggregates
64.5
4.5
bag
cum
250
280
16125.00
1260.00
9
cum
380
3420.00
20805.00
1
2
3
4
5
6
7
Mistri
Mason
Beldar
Coolie
Bhisti
Black Smith
Sundries
Total (Labour)
Total
Add 10% CP
Total
Grand total
Hence
Rate/Cum
0.5
1.5
14
14
7
0.5
job
Each
Each
Each
Each
Each
Each
163
163
92
92
92
163
LS
say
Add Cartage
Cement
sand
6.45
0.45
shingle
total
1
6
1
7
1
8
1
9
2
0
same as above but
3.00
rate as above
add 3% on labour
total
say
same as above but
3.00-4.50
rate as above
add 3% on labour
total
0.90
x
x
x
43.63
1800.4
0
714.00
81.50
244.50
1288.00
1288.00
644.00
81.50
373.82
4001.32
8681.32
868.13
13550.78
25674.46
2567.45
2567.40
=
281.38
=
=
say
810.18
642.60
4301.56
4301.60
say
4301.60
12.00
4313.60
4313.60
say
4313.60
12.00
4325.60
4325.60
say
4325.60
12.00
4337.60
4337.60
say
4337.60
12.00
4349.60
4349.60
1.50-
same as above but 4.50-6.00
rate as above
add 3% on labour
total
say
same as above but
6.00-7.50
rate as above
add 3% on labour
total
RCC 1:2:4 cement,sand and
aggregates 20mm
Labour Detail for 10cum
i)Same as PCC 1:2:4
ii)Black Smith for binding
iii)Cost of binding wire
14
Each
163
LS
43016.00
2282.00
2162.23
4444.23
Add 10% CP
total
Hence
Rate/Cum
2
1
444.42
47904.66
say
4790.47
4790.50
PCC 1:4:8 cement,sand and
aggregates 20-40 mm
Labour Detail for 10cum
a) Materials
1
2
3
cement
Coarse sand
20mm
aggregates
34.5
4.8
bag
cum
250
280
8625.00
1344.00
9.4
cum
310
Mistri
Mason
Beldar
Coolie
Bhisti
Black Smith
Sundries
0.5
1.5
14
14
7
0.5
job
Each
Each
Each
Each
Each
Each
163
163
92
92
92
163
LS
2914.00
12883.00
81.50
244.50
1288.00
1288.00
644.00
81.50
373.82
4001.32
825.93
1662.29
b)labour
1
2
3
4
5
6
7
Total
Add 10% CP
Grand total
Hence
Rate/Cum
Add Cartage
Cement
sand
shingle
total
2
2
3.45
0.48
0.94
x
x
x
43.63
1800.4
0
714.00
say
1462.68
178.87
=
150.51
=
=
say
864.19
671.16
1864.73
1864.70
say
1864.70
12.00
1876.70
1876.70
say
1876.70
12.00
1888.70
1888.70
say
1888.70
12.00
1900.70
1900.70
Same as above but 1.50-3.00m BGL
Rate as above
Add 3% extra on labour
total
2
3
2
4
Same as above but
3.00-4.50m BGL
Rate as above
Add 3% extra on labour
total
say
Same as above but
4.50-6.00 m BGL
Rate as above
Add 3% extra on labour
total
say
2
5
2
6
Same as above but
6.50-7.00 m BGL
Rate as above
Add 3% extra on labour
total
say
RCC 1:1½ :3 for T Beam, Slab and
Column
Labour Detail for 10cum
a) Materials
1
2
3
cement
Coarse sand
20mm
aggregates
say
1900.70
12.00
1912.70
1912.70
85.75
4.5
bag
cum
250
280
21437.50
1260.00
9
cum
380
3420.00
26117.50
Mistri
Mason
Beldar
Coolie
Bhisti
Black Smith
Sundries
Total (Labour)
0.5
1.5
14
14
7
0.5
job
Each
Each
Each
Each
Each
Each
163
163
92
92
92
163
LS
81.50
244.50
1288.00
1288.00
644.00
81.50
373.82
4001.32
Black Smith
14
Each
LS
163
LS
2760.00
2282.00
2548.80
1627.21
39336.84
b)labour
1
2
3
4
5
6
7
Cost of Centering Shuttring with Extra
Labour
Cost of Binding Wire
Add 10% CP
Total
Hence
Rate/Cum
say
Add Cartage
Cement
sand
8.58
0.45
Grit
0.9
x
43.63
1800.4
0
714.00
x
x
=
374.30
=
=
say
810.18
642.60
5760.78
5760.80
total
2
7
3933.68
3933.70
RCC 1:1½ :3 for footing
Labour Detail for 10cum
a) Materials
1
2
3
cement
Coarse sand
20mm
aggregates
85.75
4.5
bag
cum
250
280
21437.50
1260.00
9
cum
380
3420.00
26117.50
0.5
1.5
Each
Each
163
163
81.50
244.50
b)labour
1
2
Mistri
Mason
3
4
5
6
7
Beldar
Coolie
Bhisti
Black Smith
Sundries
Total (Labour)
14
14
7
0.5
job
Each
Each
Each
Each
92
92
92
163
LS
1288.00
1288.00
644.00
81.50
373.82
4001.32
LS
163
LS
2548.80
2282.00
2548.80
16060.92
Cost of Centering Shuttring with Extra
Labour
Black Smith
14
Each
Cost of Binding Wire
Add 10% CP
1606.09
39104.52
Total
Hence
Rate/Cum
say
Add Cartage
Cement
sand
8.58
0.45
Grit
total
0.9
x
x
x
43.63
1800.4
0
714.00
=
374.30
=
=
810.18
642.60
5737.58
5737.60
say
For Depth (1.5 - 3.0)
For Depth (3.0 - 4.5)
For Depth (4.5 - 6.0)
For Depth (6.0 - 7.5)
2
8
3910.45
3910.50
Add 3 % Extra
on Labour
"
"
"
5749.60
5761.61
5773.61
5785.62
RR Stone masonary in 1:6
Detail for 2.83 cum
a)Material
Stone
Local Sand
Cement
3.12
0.99
5
cum
cum
bag
260
250
250
0.1
3
3
1
3
0.5
job
Each
Each
Each
Each
Each
Each
163
163
92
112
92
92
LS
/2.83
=
b) labour
Mistri
Mason
Beldar
Stone dressor
Coolies
Bhisties
Sundries
Add 10 % CP
TOTAL
RATE/CUM
cement
3798.13
1.760
x
43.63
=
811.20
247.50
1250.00
2308.70
16.30
489.00
276.00
112.00
276.00
46.00
42.48
1257.78
231.65
1489.43
3798.13
1342.09
76.78
sand
0.350
x
stone
1.100
x
1800.4
0
1800.4
0
=
630.14
=
1980.44
4029.45
4029.50
total
say
2
9
Dismentling of stone masonary or cc
As per PWD schedule 452
Detail per Cum
labour
3
0
Disposal of Surplus earth from site of
work 1/2 km
3
1
rate/q for head load cartage
Hence rate for disposal of surplus
earth/cum
Extra cartage of excavated earth by
head load
3
2
Beldar
Coolie
T&P
Total
Add 10% for
CP
Total
2
1
Job
92
92
LS
184.00
92.00
8.50
284.50
say
28.45
312.95
312.90
16
328.80
41.10
41.10
x
0.5
Rate/cum/m
Shifting of water supply mains and
connection
Detail of cost for 1 m
i) materials
2.38
ferrul 3mm to 6
mm
Elbow 15 mm
Socket 15 mm
Pipe
White lead etc
Total
1
3
3
1
job
Each
Each
Each
m
60
8
3
35
LS
60.00
24.00
9.00
35.00
8.50
136.50
2.7
0.5
1
cum
Each
Each
62.85
112
92
169.70
56.00
92.00
148.00
ii) Earth work in excavation
iii)Labour
Junior Fitter
Mazdoor
Total
Add 10% for
CP
Total
14.80
162.80
iv) Bailing out of water etc including
Dismentling &relaying of GI Pipe 15
mm dia as per site condition
job
LS
Total i+ii+iii+iv =
say
203.90
672.90
672.90
3
3
MS Work in RCC
Detail for 50Kg
Material
Steel
Wastage
Total
Add 10% CP
Total
Labour
Blacksmith
Coolie
T&P
Total
Add 10%CP
Total
RATE /QTL
SAY
add cartage
Steel =
Total
Say
3
4
1
1
add cartage
Steel =
Total
BW 1:5 in plinth and foundation
Detail for 10 cum
a)Materials
Cement
KG
163
92
LS
)x 2 =
say
163.00
92.00
25.49
280.49
28.05
308.54
4788.82
4788.80
say
109.94
4898.74
4898.70
37
1850.00
+
308.54
1.05
x
104.70
KG
46.25
1896.25
189.63
2085.88
1
1
1
Job
Job
Each
Each
Each
2085.88
+
559.27
)x 2 =
say
1.05
X
43.63
)x 2 =
15
1850.00
Each
Each
2085.88
50
2.50
%
37
46.25
1896.25
189.63
2085.88
Job
MS Work in heavy sections
Detail for 50Kg
Material
Steel
Wastage
Total
Add 10% CP
Total
Labour
Blacksmith
Hammerman
Coolie
Hoisting and welding
Coal and t&p
Total
Add 10%CP
Total
RATE /QTL
3
5
50
2.50
%
bag
163
92
92
LS
LS
163.00
92.00
92.00
135.94
25.49
508.42
50.84
559.27
5290.28
5290.30
say
91.61
5381.91
5381.90
180
2700.00
sand
Bricks
b)labour
Mistri
Mason
Mazdoor
Coolie
Bhisties
T&P etc
TOTAL
Add 10%CP
Total
Rate/cum=
Add cartage
cement =
sand =
1.5
0.25
2.5
5000
cum
nos
250
2.3
625.00
11500.00
14825.00
0.5
8
8
8
2
job
each
163
163
92
92
92
LS
81.50
1304.00
736.00
736.00
184.00
84.96
3126.46
1525.15
19476.61
1947.66
X
X
Bricks =
1
X
43.63
1800.4
0
1323.0
0
=
65.44
=
450.10
=
say
1323.00
3786.20
3786.20
say
3786.20
9.38
3795.58
3795.60
say
3795.60
9.38
3804.98
3805.00
say
3805.00
9.38
3814.38
3814.40
say
3814.40
9.38
3823.78
3823.80
250
250
2.2
5625.00
562.50
11000.00
total
3
6
3
7
3
8
3
9
4
0
Same as above but
1.50-3.00 m
Rate as above
Add 3% Extra on labour=
total
Same as above but
3.00-4.50 m
Rate as above
Add 3% Extra on labour=
total
say
Same as above but
6.00 m
Rate as above
Add 3% Extra on labour=
total
say
Same as above but
6.00-7.50 m
Rate as above
Add 3% Extra on labour=
total
BW 1:3 in plinth and foundation
Detail for 10 cum
a)Materials
Cement
sand
Bricks
4.50-
22.5
2.25
5000
bag
cum
nos
SUBTOTAL
b)labour
Mistri
Mason
Mazdoor
Coolie
Bhisties
T&P etc
SUBTOTAL
Add 10%CP
Total
Rate/cum=
Add cartage
cement2.25x11.05=
sand0.225x771.0=
17187.50
2.25
0.225
0.5
8
8
8
2
job
each
each
each
each
each
163
163
92
92
92
LS
X
43.63
1800.4
0
1323.0
0
=
98.16
=
405.09
=
say
1323.00
4004.53
4004.50
say
4004.50
9.38
4013.88
4013.90
say
4013.90
9.38
4023.28
4023.30
say
4023.30
9.38
4032.68
4032.70
X
Bricks 1x3027.75=
1
X
total
4
1
4
2
4
3
4
4
Same as above butr
1.50-3.00 m
Rate as above
Add 3% Extra on labour=
total
say
Same as above but in
3.00-4.50 m
Rate as above
Add 3% Extra on labour=
total
say
Same as above but in 4.50-6.00 m
Rate as above
Add 3% Extra on labour=
total
say
PC Plaster 12 mm
thick 1:3
Detail for 10 sqm
a)Material
Cement
Sand
SUBTOTAL
b)Labour
Racking and washing surface
Mason
Coolie
Bhisties
Plastering
1.45
0.15
bag
cum
0.25
0.25
0.1
Each
Each
Each
250.0
0
250
163
92
92
81.50
1304.00
736.00
736.00
184.00
84.96
3126.46
1468.90
21782.86
2178.29
362.50
37.50
400.00
40.75
23.00
9.20
Mason
Coolie
Bhisties
Scafolding
0.75
0.75
0.25
job
Each
Each
Each
163
92
92
LS
43.63
1800.4
0
=
6.11
=
27.01
106.02
106.00
Total
10%CP
Total
Rate/SQM
Cartage
cement =
sand
=
0.14
x
0.015
x
Rate/SQM
say
4
5
4
6
4
7
4
8
Same as above but
1.50-3.00 m BGL
Rate as above
Add 3% Extra on labour=
total
122.25
69.00
23.00
8.50
295.70
33.32
729.02
72.90
106.00
0.89
106.89
Same as above but
3.00-4.50 m BGL
Rate as above
Add 3% Extra on labour=
total
Same as above but
4.50-6.0 m BGL
Rate as above
Add 3% Extra on labour=
total
106.89
0.89
107.77
107.77
0.89
108.66
Flush Pointing 1:2
Detail for 10sqm
a)Material
Cement
Sand
SUBTOTAL
b)Labour
Racking and washing surface
Mason
Coolie
Bhisties
SUBTOTAL
10%CP
Total
Rate/SQM
Deduction
Mason
Coolie
Total
0.6
0.04
bag
cum
250
250
150.00
10.00
160.00
1.75
1.75
0.35
Each
Each
Each
163
92
92
285.25
161.00
32.20
478.45
48.85
687.30
68.73
0.33
0.33
Each
Each
163
92
53.79
30.36
84.15
10%CP
8.42
92.57
9.26
59.47
Total
Deduction/Sqm
Over all Rate/Sqm
Cartage
cement
=
sand
=
0.06
x
0.044
x
43.63
1800.4
0
=
2.62
=
say
79.22
141.31
141.30
say
141.30
1.18
142.48
142.50
Rate/SQM
4
9
5
0
5
1
Same as above but
1.50-3.00 m BGL
Rate as above
Add 3% Extra on labour=
total
Same as above but
3.00-4.50 m BGL
Rate as above
Add 3% Extra on labour=
total
142.48
1.18
143.67
Fixing of steps
For 10 nos
Material
Cement,sand grit
Labour
Mason
Mazdoor
Sundries
Total
10%CP
Total
Rate/footstep=
Job
1
1
Each
Each
101.95
163
92
LS
163.00
92.00
40.78
397.73
39.77
437.51
43.75
43.80
say
Say
5
3
LS
Cutting of D.I. Pipe 300 mm dia
Detail for 1 Cut for
mm dia
Labour
200
Fitter
Beldar
Sundries
0.167
0.167
Each
Each
163
92
L.S.
27.17
15.33
25.49
67.99
6.80
74.79
/
200
74.79
112.18
say
112.20
Add 10 % C.P.
Total
Cost for 300 mm dia pipe
5
4
Laying and Jointing 300 mm dia D.I.
pipe
300
Details for 30 m Pipe (@48.25 Kg/m)
Labour
Fitter
0.5
Each
163
81.50
Joinor Fitter
0.5
Each
112
56.00
4
Each
92
368.00
Beldar
Sundries
L.S
62.02
567.52
Add 10 % CP
56.75
624.27
Rate/qtl
5
6
Rate per M for DI pipe 300 mm Dia (56
kg/M)
Desmentilling of 150 mm dia RCC
sewer line
Details for 30 m
43.14
43.14
Mason
Majdor
Sundries
X
0.56
2
4
Each
Each
=
24.16
163
92
L.S.
326.00
368.00
211.55
905.55
Add 10 % CP
90.56
996.11
Rate per M
5
7
33.20
Desmentilling of Brick work/Stone
Work
Details for 10 Cum
Majdor
Coolie
Sundries
7
7
Each
Each
92
92
L.S.
Add 10 % CP
129.80
1427.80
Rate/Cum
say
5
8
644.00
644.00
10.00
1298.00
142.78
142.80
Desmentilling of CC Flooring
Details for 10 Sqm
Majdor
Coolie
Sundries
1
1
Each
Each
92
92
L.S.
Add 10 % CP
92.00
92.00
10.00
194.00
19.40
213.40
Rate/Cum
say
21.34
21.30
5
9
Desmentilling of RCC
Details for 10 Cum
Majdor
Coolie
Blacksmith
Sundries
14
14
3.33
Each
Each
Each
92
92
163
L.S.
Add 10 % CP
1288.00
1288.00
542.79
10.00
3128.79
312.88
3441.67
Rate/Cum
344.17
344.20
say
6
0
Carting and Recarting
Rate/Cum =
240
mx
571.20
2.38
Prepared by:
Lead varified and
recommended for
approval:
Checked:
Approved:
(A.S. Bisht)
(Sanjeev
Kumar)
AE
(ML Raj)
(VC Purohit)
Tec. Asst.
EE
JE
UNIT ESTIMATE
Sl no
Item
Analysis
Unit
Rate
Quantity
Amount
Manhole slab type
(1.0x1.20x1.50)
1(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
(viii)
(ix)
(x)
(xi)
Excavation in mixed soil
Depth (0-1.5 m)
(1.5-3.0)
PCC 1:4:8 with 40 mm stone
ballast (1.5-3.0m)
PCC 1:2:4 with 20 mm gauge
stone ballast
Depth (0-1.5 m)
(1.5-3.0)
Brick work 1:3 for arch
Brick work 1:5
12 mm thick plaster 1:3
RCC slab 1:1.5:3
Iron work in RCC slab
Fixing 56x56 cm MH cover
and frame
Provide and fix CI footsteps
Unforseen items
5.17
1.03
Cum
Cum
58.30
73.30
301.41
75.50
0.69
Cum
1876.70
1293.05
0.26
0.12
0.01
1.64
4.70
0.31
25.00
Cum
Cum
Cum
Cum
Sqm
Cum
Kg
4301.60
4313.60
4004.50
3786.20
106.00
5760.80
48.99
1109.81
517.63
48.05
6209.37
498.20
1762.80
1224.68
1.00
3.00
No
No
92
L.S.
43.80
/99
say
238.38
131.40
308.43
13718.72
14000.00
331.9x
Manhole slab type
(1.0x1.20x3.0)
1
2
3
4
5
6
7
8
9
10
Excavation in mixed soil
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
PCC 1:4:8 with 40 mm stone
ballast (3.0-4.5m)
PCC 1:2:4 with 20 mm gauge
stone ballast
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
Brick work 1:3 for arch
Brick work 1:5
Depth (0-1.5 m)
(1.5-3.0)
12 mm thick plaster 1:3
Depth (0-1.5 m)
(1.5-3.0)
RCC slab 1:1.5:3
Iron work in RCC slab
Fixing 56x56 cm MH cover
and frame
Provide and fix CI footsteps
10.13
6.60
1.76
Cum
Cum
Cum
58.30
73.30
92.10
590.58
483.78
162.10
1.32
Cum
1888.70
2493.08
0.10
0.16
0.12
0.01
Cum
Cum
Cum
Cum
0.00
4301.60
4313.60
4325.60
4004.50
408.65
703.12
519.07
48.05
1.53
3.24
Cum
Cum
3786.20
3795.60
5789.10
12297.74
5.72
5.72
0.30
25.00
Cum
Cum
Cum
Kg
106.00
106.89
5760.80
48.99
606.32
611.39
1728.24
1224.68
1.00
8.00
No
No
L.S.
43.80
238.38
350.40
11
Unforseen items
Total
Say
363.68x
92
/99
337.97
28592.66
30900.00
19.89
14.79
10.44
6.84
2.05
Cum
Cum
Cum
Cum
Cum
58.30
73.30
92.10
134.20
166.09
1159.59
1084.11
961.52
917.93
340.49
1.37
Cum
1912.70
2620.40
0.15
0.20
0.23
Cum
Cum
Cum
4301.60
4325.60
4349.60
645.24
865.12
978.66
0.58
0.11
Cum
Cum
4023.30
4032.70
2333.51
443.60
0.99
1.18
1.01
2.68
0.34
Cum
Cum
Cum
Cum
Cum
3786.20
3795.60
3805.00
3814.40
3823.80
3748.34
4478.81
3843.05
10222.59
1300.09
1.87
Cum
143.67
268.66
0.02
0.04
12.10
Cum
Cum
Kg
5760.80
5749.60
48.99
138.26
206.99
592.74
1.00
18.00
No
No
L.S.
43.80
238.38
788.40
3.16
3.75
6.36
6.14
531x
Cum
Cum
Cum
Cum
92
106.00
106.89
107.77
108.66
/99
334.96
400.83
685.44
667.18
493.45
40758.34
14.79
10.44
6.84
1.82
Cum
Cum
Cum
Cum
58.30
73.30
92.10
134.20
862.26
765.25
629.96
244.24
Manhole Arch type
(1.0x1.20x6.0)
1
2
3
4
5
6
7
8
9
10
11
12
Excavation in mixed soil
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
(6.0-7.50)
PCC 1:4:8 with 40 mm stone
ballast (6.0-7.50m)
PCC 1:2:4 with 20 mm gauge
stone ballast
Depth (0-1.5 m)
(3.0-4.5)
(6.0-7.50)
Brick work 1:3 for arch
(3.0-4.5)
(4.5-6.0)
Brick work 1:5
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
(6.0-7.50)
20 mm thick pointing 1:2
Depth (3.0-4.5 m)
RCC slab 1:1.5:3
Depth (0-1.5 m)
(1.5-3.0)
Iron work in RCC slab
Fixing 56x56 cm MH cover
and frame
Provide and fix CI footsteps
12 mm thick plaster 1:3
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
Unforseen items
Manhole Arch type
(1.0x1.20x4.5)
1
Excavation in mixed soil
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
2
3
4
5
6
7
8
9
10
11
12
PCC 1:4:8 with 40 mm stone
ballast (4.5-6.0m)
PCC 1:2:4 with 20 mm gauge
stone ballast
Depth (0-1.5 m)
(3.0-4.5)
(4.5-6.0)
Brick work 1:3 for arch
(1.5-3.0)
(3.0-4.5)
Brick work 1:5
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
20 mm thick pointing 1:2
Depth (3.0-4.5 m)
RCC slab 1:1.5:3
Depth (0-1.5 m)
(1.5-3.0)
Iron work in RCC slab
Fixing 56x56 cm MH cover
and frame
Provide and fix CI footsteps
12 mm thick plaster 1:3
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
Unforseen items
1.37
Cum
1900.70
2603.96
0.15
0.20
0.23
Cum
Cum
Cum
4301.60
4325.60
4337.60
645.24
865.12
975.96
0.58
0.11
Cum
Cum
4013.90
4023.30
2328.06
442.56
0.99
1.01
2.68
0.34
Cum
Cum
Cum
Cum
3786.20
3795.60
3805.00
3814.40
3748.34
3833.56
10197.40
1296.90
1.96
Cum
143.67
281.58
0.02
0.04
12.10
Cum
Cum
Kg
5760.80
5749.60
48.99
138.26
206.99
592.74
1.00
13.00
No
No
L.S.
43.80
238.38
569.40
3.16
6.36
6.14
475x
Cum
Cum
Cum
92
106.00
106.89
107.77
/99
SAY
334.96
679.80
661.73
441.41
33584.08
36600.00
Shaft Variation
(1.0x1.20x1.50)
1
2
3
Excavation
Depth (0-1.5 m)
Brick work 1:5
Depth (0-1.5 m)
Plaster 1:3
Footsteps
Total
Say
3.45
Cum
58.30
201.14
1.22
4.4
2
Cum
Sqm
No
3786.20
106.00
43.80
4619.16
466.40
87.60
5374.30
6300.00
4.40
Cum
73.30
322.52
2.03
4.4
2
Cum
Sqm
No
3795.60
106.89
43.80
7705.07
470.30
87.60
8585.49
10200.00
Shaft Variation
(1.0x1.20x3.0)
1
2
3
Excavation
Depth (1.5-3.0 m)
Brick work 1:5
Depth (1.5-3.0 m)
Plaster 1:3 (1.5-3.0 m)
Footsteps
Total
Say
Shaft Variation
(1.0x1.20x4.5) Arch type
1
2
3
Excavation
Depth (3.0-4.5 m)
Brick work 1:5
Depth (3.0-4.5 m)
Plaster 1:3 (3.0-4.5 m)
Footsteps
4.56
Cum
92.10
419.98
0.79
2.5
2
Cum
Sqm
No
3805.00
107.77
43.80
2990.73
269.44
87.60
3767.74
4.56
Cum
134.20
611.95
0.79
2.5
2
Cum
Sqm
No
3814.40
108.66
43.80
2998.12
271.65
87.60
3969.32
Shaft Variation
(1.0x1.20x6.0) Arch type
1
2
3
Excavation
Depth (4.5-6.0 m)
Brick work 1:5
Depth (4.5-6.0 m)
Plaster 1:3 (4.5-6.0 m)
Footsteps
Prepared by:
Lead varified and
recommended for
approval:
Checked:
(S.K. Verma)
JE
(V.K. Gupta)
AE
(ML Raj)
Computer
Approved:
(VC Purohit)
EE
Sl no
SITE RATES FOR BADRINATH SEWERAGE
Analysis
Item
Quantity
Unit
Rate
Amount
Connecting Chamber
(0.6x0.6x6.0)
1(i)
(ii)
(iii)
(iv)
(v)
(vi)
(ix)
(x)
(xi)
Excavation in mixed soil
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
(6.0-7.50)
PCC 1:4:8 with 40 mm stone
ballast (6.0-7.5m)
PCC 1:2:4 with 20 mm gauge
stone ballast
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
(6.0-7.50)
Brick work 1:3 for arch(4.5-6.0)
Brick work 1:5
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
(6.0-7.50)
12 mm thick plaster 1:3
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
(6.0-7.50)
Fixing 56x56 cm MH cover and
frame
Provide and fix CI footsteps
Unforseen items
13.50
9.38
6.00
3.38
0.90
Cum
Cum
Cum
Cum
Cum
58.30
73.30
92.10
134.20
166.09
787.05
687.55
552.60
453.60
149.49
0.68
Cum
1912.70
1291.07
0.10
Cum
4301.60
408.65
0.04
0.04
0.01
Cum
Cum
Cum
4337.60
4349.60
5643.50
173.50
173.98
67.72
1.07
1.15
1.99
1.97
0.13
Cum
Cum
Cum
Cum
Cum
3786.20
3795.60
3805.00
3814.40
3823.80
4051.23
4364.94
7571.95
7514.37
497.09
3.36
3.60
3.60
3.12
Cum
Cum
Cum
Cum
106.00
106.89
107.77
108.66
356.16
384.79
387.99
339.02
1.00
18.00
376.3x
No
No
92
L.S.
43.80
238.38
788.40
349.69
31589.25
9.38
6.00
3.38
Cum
Cum
Cum
58.30
73.30
92.10
546.85
439.80
311.30
/99
Connecting Chamber
(0.6x0.6x4.5)
1(i)
Excavation in mixed soil
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
(ii)
(iii)
(iv)
(v)
(vi)
(ix)
(x)
(xi)
PCC 1:4:8 with 40 mm stone
ballast (4.5-6.0m)
PCC 1:2:4 with 20 mm gauge
stone ballast
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
(6.0-7.50)
Brick work 1:3 for arch(3.0-4.5)
Brick work 1:5
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
(4.5-6.0)
12 mm thick plaster 1:3
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
Fixing 56x56 cm MH cover and
frame
Provide and fix CI footsteps
Unforseen items
0.90
Cum
134.20
120.78
0.68
Cum
1900.70
1282.97
0.10
Cum
4301.60
408.65
0.04
0.04
0.02
Cum
Cum
Cum
4337.60
4349.60
4023.30
173.50
173.98
80.47
1.07
1.15
1.97
0.33
Cum
Cum
Cum
Cum
3786.20
3795.60
3805.00
3814.40
4051.23
4364.94
7495.85
1258.75
3.36
3.60
3.12
Cum
Cum
Cum
106.00
106.89
107.77
356.16
384.79
336.26
1.00
13.00
373.5x
No
No
92
L.S.
43.80
238.38
569.40
347.09
22941.17
3.20
2.38
0.48
Cum
Cum
Cum
58.30
73.30
92.10
186.56
174.45
44.21
0.32
Cum
1888.70
604.38
0.10
0.04
0.04
0.01
Cum
Cum
Cum
Cum
4301.60
4313.60
4325.60
106.89
408.65
172.54
173.02
1.07
1.07
1.12
0.08
Cum
Cum
Cum
3786.20
3795.60
3805.00
4051.23
4251.07
304.40
3.36
Cum
106.00
356.16
/99
Connecting Chamber
(0.6x0.6x3.0)
1(i)
(ii)
(iii)
(iv)
(v)
(vi)
Excavation in mixed soil
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
PCC 1:4:8 with 40 mm stone
ballast (3.0-4.5m)
PCC 1:2:4 with 20 mm gauge
stone ballast
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
Brick work 1:3 for arch(1.5-3.0)
Brick work 1:5
Depth (0-1.5 m)
(1.5-3.0)
(3.0-4.5)
12 mm thick plaster 1:3
Depth (0-1.5 m)
(ix)
(x)
(xi)
(1.5-3.0)
Fixing 56x56 cm MH cover and
frame
Provide and fix CI footsteps
Unforseen items
Total
Say
3.12
Cum
106.89
333.49
1.00
8.00
345.3x
No
No
92
L.S.
43.80
238.38
350.40
320.88
11970.92
13400.00
2.38
0.48
Cum
Cum
58.30
73.30
138.75
35.18
0.32
Cum
1888.70
604.38
0.04
0.14
0.01
Cum
Cum
Cum
4301.60
4313.60
106.89
154.86
603.90
1.28
1.06
0.08
Cum
Cum
3786.20
3795.60
4013.37
303.65
2.88
Cum
106.00
305.28
1.00
3.00
206.45x
No
No
92
L.S.
43.80
238.38
131.40
191.85
6722.30
7300.00
1.59
Cum
58.30
92.70
0.76
2.4
2
Cum
Sqm
No
3795.60
106.89
43.80
2884.66
256.53
87.60
3321.48
3900.00
1.59
Cum
58.30
92.70
0.76
2.4
2
Cum
Sqm
No
3786.20
106.00
43.80
2877.51
254.40
87.60
3312.21
3900.00
/99
Connecting Chamber
(0.6x0.6x1.5)
1(i)
(ii)
(iii)
(iv)
(v)
(vi)
(ix)
(x)
(xi)
Excavation in mixed soil
Depth (0-1.5 m)
(1.5-3.0)
PCC 1:4:8 with 40 mm stone
ballast (1.5-3.0m)
PCC 1:2:4 with 20 mm gauge
stone ballast
Depth (0-1.5 m)
(1.5-3.0)
Brick work 1:3 for arch(1.5-3.0)
Brick work 1:5
Depth (0-1.5 m)
(1.5-3.0)
12 mm thick plaster 1:3
Depth (0-1.5 m)
Fixing 56x56 cm MH cover and
frame
Provide and fix CI footsteps
Unforseen items
Total
Say
/99
Shaft Variation
(0.6x0.6x3.0)
1
2
3
Excavation
Depth (1.5-3.0 m)
Brick work 1:5
Depth (1.5-3.0 m)
Plaster 1:3 (1.5-3.0 m)
Footsteps
Total
Say
Shaft Variation
(0.6x0.6x1.5)
1
2
3
Excavation
Depth (0.0-1.5 m)
Brick work 1:5
Depth (0.0-1.5 m)
Plaster 1:3 (0.0-1.5 m)
Footsteps
Total
Say
Prepared by:
Lead varified and
recommended for
approval:
(Yasbeer Mall)
JE
(Sanjeev Kumar)
AE
Checked:
Approved:
(ML Raj)
(VC
Purohit)
EE
Computer
DEVPRAYAG SEWARAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG
I&D
TECHNICAL NOTES
1.0 POPULATION FORECAST :The Census for Deoprayag town in district Tehri Garhwal in different years
are given as below:Year
Census
1951
1535
1961
1819
1971
2107
1981
2230
1991
2703
2001
2769
The base, mid and design years for this project are adopted as 2011, 2026 and 2041
respectively. Based on the above census various methods are used to forecast the
population of the town for base, mid and design years.
A. Arithmetical Progression Method :P n = P + ni
Where P = Present population
i = Per decade increase of population.
n = no of decades.
here P = 2769
i = 1/5 (284+288+123+473+66) = 246.8
Say
i
= 247
Population for the year 2011 = 2769 + 1.0 x 247 = 3016
Population for the year 2026 = 2769 + 2.5 x 247 = 3387
Population for the year 2041 = 2769 + 4 x 247 = 3757
B. Geometrical Progression Method :P n = P(1+i/100)n
Where i = Year in decade % rate of increase
or
i = 1/5(18.50 + 15.83 + 5.83 + 21.21 + 2.44) = 12.762
Population for the year 2011 = 2769 (1.12762)1 = 3122
Population for the year 2026 = 2769 (1. 12762)2.5 = 3739
Population for the year 2041= 2769(1. 12762)4= 4476
C. Incremental Increase Method :Average increase per decade = 247
Average incremental increase per decade = -54
Population for the year 2011 = 2769+247 x 1 + 1(1+1)/2 x (-54) = 2962
Population for the year 2026 = 2769+247 x 2.5 + 2.5(1+2.5)/2 x (-54) = 3150
Population for the year 2041 = 2769+247 x 4 + 4(1+4)/2 x (-54) = 3217
D. Semi Log Graphical Method :Graph attached, Based on graph population forecast is as follows :Population for the year 2011 = 3300
Population for the year 2026 = 3750
Population for the year 2041 = 4187
Thus the projected population figures by the various methods are tabulated as below:
Sl.
No.
Method
Projected Population for Year
2011
2026
2041
1-
Arithmetical Method
3016
3387
3757
2-
Geometrical Method
3122
3739
4476
3-
Incremental Increase
2962
3150
3217
4-
Semi Log Graphical Method
3300
3750
4183
As the town is situated on all the banks of the river Alaknanda,
Bhagirathi and as well as holy Ganga. Previously due to absence of any motor road
bridge in Devprayag over Ganga and as well as on Alaknanda, the only way to Bah
bazaar was through the suspension bridges. However during the last five years a motor
bridge was constructed over holy river Ganga due to which the whole of the town is
now connected by motor road and due to the fact the town is growing very fast. Hence
geometrical increase method is considered best suited in this situation and thus
adopted
In addition to above, the construction of two Dams is just to start
adjoining Devprayag. The work is expected to start by April 2006 by NHPC. Due to
this reason , nearly 7000 people will also be added to the population of Devprayag
town as persons related with construction of Dams will stay in the town for nearly
next 16 years. This fact is also verified by Executive Officer, Nagar Panchayad
Devprayag, copy of which is attached in annexures Thus this additional population is
also considered.
Moreover Devprayag is situated on Rishikesh- Badrinath motor road. It
is also an important town due to its situation at the conjunction of Alaknanda and
Bhagirathi . After the conjunction the river becomes holy Ganga. Thus it is the starting
point of holy Ganga. A large number of people visit the town throughout the year.
Thus a considerable floating population remains in the town which
is to be
considered. Thus a 20 percent of permanent population forecast is adopted as floating
population.
Thus the total base, mid and design year population forecast adopted is as
follows:Sl. No.
12-
3-
Population in Year
Permanent Population
Additional population adopted
due to construction on Dam
Total
Floating population @ 20%
Total
2011
2026
2041
3122
7000
3739
7000
4476
7000
10122
2024
12146
10739
2147
12886
11476
2295
13771
2. RATE OF WATER SUPPLY AND OTHER FACTORS:The rate of water supply has been adopted as 135 lpcd plus 15% provision for
wastages. The other factors are adopted as per CPHEEO Manual on Sewerage and
Sewage Treatment.
3. DESIGN OF SEWERS:The Sewers are proposed to intercepted all the drains polluting the rivers as
possible . The Sewers are design for 30 years design period . The factors are taken
as follows :1. Interception factor
0.80
2. Peak Factor
3.00 as population is less then 20000
3. n value for RCC S&S pipes and DI cement line pipes 0.011
4. n value for CI pipes
0.013
Design Chart is as follows
5. PUMPING PLANTS
A. BAH BAZAR PUMPING STATION:It is proposed to install submersible pumps in wet sumps. Pumping plants are design
for the year 2026 for 15 years.
1. Average flow for pumping plants = 549.72 kld
2. Peak flow with a peak factor 3.00 = 1649.16 kld
3. Two pumping plants are proposed to pump the discharge
i.e. Peak/2 = 1649.16/2 = 824.58 kld = 572.625 lpm Say 600.00 lpm
The lower discharge pumps are not economical due to very poor efficiency hence the
provision of three no. of pumps of 600 lpm has been proposed including 50 % stand by.
If it runs on average discharge the head will be approximately 30 meteres and the pump
will give 600 lpm discharge and it will maintain 1.27 m/sec which is higher than
minimum velocity than 0.6 m/sec at average discharge in 100 mm dia rising main.
Head calculation
1. Static head
-
32.00 + 5.00 = 37.00 M
2. Terminal Pressure
-
= 1.00 M
3. Losses in rising main
-
= 1.35 M
Total
=39.35 M Say 40 M
B. SANGAM BAZAR PUMPING STATION:It is proposed to install submersible pumps in wet sumps. Pumping plants are design
for the year 2026 for 15 years.
1. Average flow for pumping plants = 541.29 kld
2. Peak flow with a peak factor 3.00 = 1623.87 kld
3. Two pumping plants are proposed to pump the discharge
i.e. Peak/2 = 1623.87/2 = 811.935 kld = 563.84 lpm Say 600.00 lpm
The lower discharge pumps are not economical due to very poor efficiency hence the
provision of three no. of pumps of 600 lpm has been proposed including 50 % stand by.
If it runs on average discharge the head will be approximately 30 meteres and the pump
will give 600 lpm discharge and it will maintain 1.27 m/sec which is higher than
minimum velocity than 0.6 m/sec at average discharge in 100 mm dia rising main.
Head calculation
1. Static head
-
52.00 + 5.00 = 57.00 M
2. Terminal Pressure
-
= 1.00 M
3. Losses in rising main
-
= 32.00 M
Total
=90.00 M
C. SANTI BAZAR PUMPING STATION:It is proposed to install submersible pumps in wet sumps. Pumping plants are design
for the year 2026 for 15 years.
1. Average flow for pumping plants = 841.97 kld
2. Peak flow with a peak factor 3.00 = 2525.91 kld
3. Two pumping plants are proposed to pump the discharge
i.e. Peak/2 = 2525.91/2 = 1262.955 kld = 877 lpm Say 900.00 lpm
The lower discharge pumps are not economical due to very poor efficiency hence the
provision of three no. of pumps of 900 lpm has been proposed including 50 % stand by.
If it runs on average discharge the head will be approximately 30 meteres and the pump
will give 900 lpm discharge and it will maintain 0.66 m/sec which is higher than
minimum velocity than 0.6 m/sec at average discharge in 150 mm dia rising main.
Head calculation
1. Static head
-
21.00 + 5.00 = 26.00 M
2. Terminal Pressure
-
= 1.00 M
3. Losses in rising main
-
= 6.68 M
Total
= 33.68 M Say 34 M
6. DESIGN OF SUMP
A. AT BAH BAZAR PUMPING STATION:Sump is design for the year 2041 for storage of 3.75 min of peak discharge as per
design criteria = 1762.56 kld
1. Storage capacity for 3.75 min = 1762.56x3.75 = 4.59 KL
24x60
However as the site is situated in hilly region and flow is very less hence sump of
capacity for 30 min storage of peak discharge has been adopted
Thus Storage capacity for 30 min = 1762.56x30 = 36.72 KL
24x60
Adopting 3.50 M dia sump depth of storage = 36.72/(3.502 x3.14/4) = 3.81 M
Say 4.00 M
Minimum depth required for submersible pumping plants = 1 M
Total depth of flow below invert = 4.00 +1.00 = 5.00 M
Hence a sump of dia 3.5 M and 5.00 M depth is proposed.
B. AT SANGAM BAZAR PUMPING STATION:Sump is design for the year 2041 for storage of 3.75 min of peak discharge as per
design criteria = 1735.99 kld
1. Storage capacity for 3.75 min = 1735.99x3.75 = 4.52 KL
24x60
However as the site is situated in hilly region and flow is very less hence sump of
capacity for 30 min storage of peak discharge has been adopted
Thus Storage capacity for 30 min = 1735.99x30 = 36.16 KL
24x60
Adopting 3.50 M dia sump depth of storage = 36.16/(3.502 x3.14/4) = 3.76 M
Say 4.00 M
Minimum depth required for submersible pumping plants = 1 M
Total depth of flow below invert = 4.00 +1.00 = 5.00 M
Hence a sump of dia 3.5 M and 5.00 M depth is proposed.
C. AT SANGAM BAZAR PUMPING STATION:Sump is design for the year 2041 for storage of 3.75 min of peak discharge as per
design criteria = 2699.25 kld
1. Storage capacity for 3.75 min = 2699.25 x 3.75 = 7.03 KL
24x60
However as the site is situated in hilly region and flow is very less hence sump of
capacity for 30 min storage of peak discharge has been adopted
Thus Storage capacity for 30 min = 2699.25 x30 = 56.23 KL
24x60
Adopting 3.50 M dia sump depth of storage = 56.23/(4.502 x3.14/4) = 3.53 M
Say 4.00 M
Minimum depth required for submersible pumping plants = 1 M
Total depth of flow below invert = 4.00 +1.00 = 5.00 M
Hence a sump of dia 4.5 M and 5.00 M depth is proposed.
Assistant Engineer
DEVPRAYAG SEWERAGE SCHEME
ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG
I&D
PROJECT REPORT
1. AUTHORITY :
This scheme has been prepared under Ganga Action Plan as per instructions
of Managing Director, Uttaranchal Peyjal Nigam, Dehradun vide his letter
no.1796/Ganga karya Yojona dated 20-12-2005 (Annexure no.1).
2. LOCATION AND TOPOGRAPHY :
Devprayag is a town of District Tehri situated in the valley adjoining the river
Alaknanda and Bhagirathi on Rishkesh – Badrinath motor road at a distance of 70 Km
from Rishkesh. It has a great pilgrimage importance due to Sangam of Alaknanda and
Bhagirati and formation of river the Ganga downstream. Devprayag town has been
divided into three areas which are separated from each other by the holy rivers. The
first part is towards Srinagar and enclosed by Bhagirathi and Alaknanda, in this area
Teshil and main Deoprayag town is situated. The second part is enclosed by
Alaknanda and Ganga and is know as Bah bazaar area. The third part is enclosed
between Bhagirathi and Ganga, this area is known as Santi Bazar area. All these areas
are marked on index plan. These areas are connected with each other only by means of
two suspension bridges on which only pedestrians can pass through.
3. INTRODUCTION :National River conservation Directorate, Ministry of Environment and Forest
Govt. of India, New Delhi vide its letter No. M-12012/4/96 – NRCD –II dated
24.10.96 (Annexure -2) conveyed sanction of the grant of administrative approval for
the pollution abatement schemes under GAP Phase –II relating to then U.P. In this
sanction letter Deoprayag was also included and a provision of Rs. 381.82 lakhs and
6% additional for then current price level was made based on PFR submitted by the
department. The provisions in the PFR for abatement of pollution of river Ganga at
Deoprayag were as follows
Sl.No
Description
Provision Rs. in Lakhs
1.
Interception and diversion
-
264.22
2.
STP
-
11.34
3.
LCS
-
56.70
4.
Crematoria
-
3.40
5.
RFD
-
5.67
6.
Aforestation
-
2.29
7.
Public Participation
-
5.67
8.
Soil waste management
-
5.67
-
354.94
TOTAL
Based on the administrative approval following projects were submitted by the
department to National River conservation Directorate, Ministry of Environment and
Forest Govt. of India, New Delhi, few of them were already approved by NRCD. The
project wise details are as follows:
Sl
No.
Name of Scheme
Cost of
Scheme
approved by
CCEA
1.
Land Acquisition
28.25
2-
LCS
56.70
3-
RFD
5.67
4-
I&D
264.22
Cost of
Remark
Scheme
submitted
with 8%
Centage
0.00
Amount to be provided by
State Govt
54.53
Approved vide letter no. J17011/4/97-NRCD-II,
dated 17.12.98
3.22
Approved vide letter no. J17011/3/97-NRCD-II,
dated 01.5.98
57.61
Approved vide letter no. J17011/6/03-NRCD-II,
dated 16.9.04 (Annexure 3)
56-
S.T.P.
P.P.
11.34
5.67
143.96
4.50
7-
Afforetation
2.27
0.00
8-
Crematoria
3.40
0.00
9
SWM
5.67
0.00
Submitted in 02/03
Approved vide letter no. J12.12/6/2003-NRCD-II,
dated 25.8.04
Not required may be
deffered
Not required may be
deffered
Kept in
abeyance by
Central GOvt.
The work on RFD is complete were as the work on LCS and PP is under
progress. However the work on I&D could not be started due to following reasons.
As per the above schemes of I&D and STP the various drains which are
flowing towards and thus polluting the river were proposed to be tapped near river by
constructing 6 nala tapping arrangements and laying 100 mm CI class LA 915 metre
sewer upto six no. localized sewage treatment plants consisting of septic tank
followed by upflow filter as well as chlorinated chambers. Moreover as no land is
available for these STPs, thus these STPs were proposed in the bank of river below I
flood level. This project was not found feasible because of the availability of land as
well as the possibility of over flowing, leaking of septic tank and again polluting the
river ever after construction of these septic tanks.
The proposals of I&D and STP were also inspected by Additional Director,
National River conservation Directorate, Ministry of Environment and Forest Govt. of
India, New Delhi, who after inspection suggested that in this town there is a possibility
of using waste stabilization ponds. But this will require at least three pumping station
and extra I&D works. The best option seems to be using combination of imhoff tanks
and ever clean tanks which are claimed to be suitable for small communities and
working efficiently by Dr. I.C. Agarwal, Ex. Professor M N L R college Allahabad.
This suggestion was confirmed by his letter No. J-39011/1/2001 NRCD- II (Vol.-II)
dated 8.12.04. (Annexure -4)
The concept of ever clean tanks was examined for Deoprayag and the expert
Dr. I.C. Agarwal visited the town. However due to the very narrow streets in the town
as well as no other land availability for construction of ever clean tanks this proposal
was also not found feasible.
In continuation of efforts for finding most suitable proposals for I&D and STP
works for abatement of pollution of rivers Ganga at Deoprayag the General Manager
Ganga Pollution Control Unit Uttaranchal Peyjal Nigam, Srinagar camp Dehradun
also visited the town on 19.04.05. He also found that the proposals taken up in the
already submitted projects are not suitable as well as
not fully sufficient.
He
suggested that :
1. After tapping the drains in the area of Santi Bazar the flow is to be taken on right
bank of Ganga upto proposed STP site which is proposed near new Pauri road
bridge In this proposal a bridge for crossing of sewer over Ganga will be required
2. After tapping the drains of Main Bazar the flow is taken to a point from where it
can be connected to the sewer laid as above on the right bank. In this proposal a
bridge for crossing of sewer over Bhagirathi will be required.
3. Similarly after tapping the drains of Bah bazaar the flow can be diverted to
proposed sewage treatment plant site.
The above suggestions were confirmed by his letter No. 367/GangaSrinagar/39 dated 28-4-05 (Annexure - 5). These proposals were also examined but
could not be found feasible due to the fact that the location of bridges for sewer
crossing required is coming below high flood level along with their large span,
Moreover the alignment of sewer along Ganga was coming very close to river and on
a cliff type strata making the proposed sewer prone to get damaged frequently.
On 11.8.05 the General Manager Ganga Pollution Control Unit Uttaranchal
Peyjal Nigam Srinagar camp Dehradun again visited the town and he also found that
though the proposed STP site is suitable but the due to alignment of sewer and
requirement of construction of bridges the above proposal is not suitable. The above
remark was confirmed by his letter no. 821/Ganga-Srinagar/93 dated 13.9.05
(Annexure -6)
4. PROPOSALS :
Considering the above facts the only solution to above problems is to adopt
pumping in I&D works. Thus the following proposals were found best suitable and
adopted.
1. For Bah bazaar area the flow from drains after tapping is to be diverted to a
sewage pumping station downstream from where the sewage will be pumped to a
manhole on Bah Bazar-Pauri motor road from where the sewage will be taken to
proposed sewage treatment plant site near Pauri motor bridge.
2. For Main Bazaar or Beech Bazaar area the flow from drains after tapping is to be
diverted to a sewage pumping station near Sangam (Samsan Ghat) from where
the sewage will be pumped to the pumping station of Santi Bazaar . The
alignment of rising main is such that it will cross the Bhagirathi river along the
bridge on Srinagar- Rishikesh motor road. Thus no additional bridge for crossing
the sewer will be required.
3. For Santi Bazaar area the flow from drains after tapping is to be diverted to a
sewage pumping station near suspension bridge from where the sewage will be
pumped to the proposed STP site. In this proposal the alignment of rising main is
along motor road near the right bank of Ganga and it will cross the Ganga
through motor bridge on Deoprayag – Pauri motor road. Thus no additional
bridge for crossing the sewer will be required.
4. As the topography of the town is such that it is located on a very steep gradient
towards rivers, this causes pollution of river due to over flowing of drains due to
any hindrance and the over flow of waste water easily finds its way directly to the
river. Thus to check the pollution of river it is necessary that the waste water of
the town is to be tapped from the point of generation as much as possible. Thus
complete sewer system in all the main streets is proposed. These proposals were
also discussed with Nagar Panchayat Deoprayag officials who also found these
proposals best suitable as confirmed by letter No. 201/2005-06 Deoprayag dated
28-3-06 (Annexure -7 )
5. EXISTING WATER SUPPY :The existing water supply system has been proposed to be augmented for 135
lpcd. The water supply in the town is provided by gravity system. The sources of
water are springs and Gadhera. The present rate of water supply of the town is 100
lpcd. Thus in designing the sewerage system rate of water supply has been taken as
135 lpcd along with 15% provision for losses.
Existing Sewage and Sanitation System
There is no sewerage system in the town at present. The sewage generated from
the houses flows to the drains. There are 6 main drains which directly discharge into
the river. The measured discharge is given below:
S.No
Name of Drain
Avg, Discharge in mld
1
Drain 1
0.0175
2
Drain 2
0.0284
3
Drain 3
0.0292
4
Drain 4
0.0286
5
Drain 5
0.0140
6
Drain 6
0.0540
These discharge were measured in the month of March/April, 1996. it may vary
depending upon seasonal variation and floating population. These drains are
discharging sewage directly into the river. Drains No. 1 to 3 discharge into river
Alaknanda and drains 4 to 6 discharge into river Bhagirath. Thus the sewage of the
city is either polluting river or creating health hazard to the community directly.
Hence proper sewage and sanitation facilities must be provided to this town and only
after treatment, the sewage can be allowed to discharge into the river. As per the test
report of raw sewage BOD the results are as follows: (Annexure -8 )
Parameter
Maximum
Minimum
BOD mg/l
520
12
Suspended Solids mg/l
1020.30
74
The drainage system of the town is quite poor and cover part of town. The
system is inadequate to carry the storm water resulting flooding the streets. The
condition worsens during the dry weather flow. When sewage flows into the open
drains. During storms the rain water flows along the roads causing inconvenience to
the public. Newly developing areas do not have disposal dranins and presently water
seems to be soaked by the land.
6. POPULATION :
The Census for Deoprayag town in district Tehri Garhwal in different years
are given as below:Year
Census
1951
1535
1961
1819
1971
2107
1981
2230
1991
2703
2001
2769
The base, mid and design years for this project are adopted as 2011, 2026 and
2041 respectively. Based on the above census various methods are used to forecast
the population of the town for base, mid and design years.
As the town is situated on all the banks of the river Alaknanda, Bhagirathi and
as well as holy Ganga. Previously due to absence of any motor road bridge in
Devprayag over Ganga and as well as on Alaknanda, the only way to Bah bazaar was
through the suspension bridges. However during the last five years a motor bridge was
constructed over holy river Ganga due to which the whole of the town is now
connected by motor road and due to the fact the town is growing very fast. Hence
geometrical increase method is considered best suited in this situation and thus
adopted.
In addition to above, the construction of two Dams is just to start adjoining
Devprayag. The work is expected to start by April 2006 by NHPC. Due to this reason
nearly 7000 people will also be added to the population of Devprayag town as
persons related with construction of Dams will stay in the town for nearly next 16
years. This fact is also verified by Executive Officer, Nagar Panchayad Devprayag,
(Annexure - 9) Thus this additional population is also considered.
Moreover Devprayag is situated on Rishikesh- Badrinath motor road. It is also
an important town due to its situation at the conjunction of Alaknanda and Bhagirathi .
After the conjunction the river becomes holy Ganga. Thus it is the starting point of
holy Ganga. A large number of people visit the town throughout the year. Thus a
considerable floating population remains in the town which is to be considered. Thus
a 20 percent of permanent population forecast is adopted as floating population.
Thus the total base, mid and design year population forecast adopted is as
follows:Sl. No.
12-
Population in Year
Permanent Population
Additional population adopted
due to construction on Dam
Total
Floating population @ 20%
Total
3-
2011
2026
2041
3122
7000
3739
7000
4476
7000
10122
2024
12146
10739
2147
12886
11476
2295
13771
7. DESIGN CRITERIA :
The design criteria for design of sewerage schemes has been adopted as
circulated by UP Jal Nigam head quarter circular No. 1067/PPRD/ Design Criteria
dated 25.07.2002 and as modified by Managing Director, Uttaranchal Peyjal
Nigam,Dehradun
i)
INTERCEPTING FACTOR :
It has been taken that 80% of the theoretical average daily water supply will
find its way into the sewers. The rate of water supply is taken as 135 lpcd plus 15%
provision for losses.
ii)
PEAK FACTOR :
The ratio between peak and average quantity of the flow passing through the
sewer are to be taken as 3.0for population upto 20000, 2.50 population more than
20000 and upto 50000, 2.25 for population more than 50000 and upto 7.5 lacs and for
population above 7.50lacs it is taken as 2.00. The value of peak factor shall depend
upon the contributory population and not upon the total designed population of the
town.
iii)
DESIGN OF SEWERS :
The sewers have been designed using the formula
V
= 1/n R2/3 S ½
Where V
= Velocity in m/ sec.
R
= Hydraulic mean depth in m.
S
= Slope
N
= Kuttar’s coefficient for roughness
Value of n
= 0.013 for Cast Iron pipes and
n = 0.011 for RCC S&S and DI pipes as per CPHEEO Manual on sewerage
and sewage treatment.
iv)
DEPTH OF FLOW :
The depth of flow is sewers upto 400 mm dia is kept as half full, for sewers
above 400 to 900 mm as two third full and for larger than 900 mm dia three forth full
at peak flow.
v)
VELOCITY OF FLOW IN SEWERS :
Velocity of flow in sewers at peak flow during dry weather for the ultimate
condition is to be taken as 0.80 meter per second subject to the condition that the
velocity shall not be less than 0.60 meter per second for present peak flow, otherwise
flushing is to be done. Maximum velocity in the sewers shall not be allowed to exceed
2.40 meters per second.
vi)
TYPE OF SEWER :
Minimum size of 150 mm dia sewer has been used. The RCC NP3, C.I S&S
class LA and D.I.S&S class K-7 pipes have been used as sewers based on topography
and strata of soil.
vii)
MODE OF LAYING :
Sewer have been designed to lay with crown meeting crown and necessary
drop to be provided accordingly however is should be ascertained that the flow line
for sewer at the meeting point is such that back flow does not occur in them. A
minimum drop of 30 mm be assured at each sewer transition. Sewer transition, change
in size, shape and alignment.
Sewers as far as possible should be laid one meter below ground level,. In case
laying of sewers at depth less than one meter is necessary, proper concrete encasing be
provided to avoid any damage to the sewer. It should also be ensured that houses near
about it should be tapped into it.
viii)
MANHOLE :
Various type of manholes are to be provided to facilitate cleaning and
inspection depending upon the depth of sewer. Following table gives the type and
sizes of various manholes to be constructed different dia meter of sewers and for
different depths.
TYPE OF
DIAMETER OF
SIZE OF
DEPTH OF
MANHOLE
SEWER IN MM
MANHOLE
SEWER
Slab type
Arch type
150 to 500 mm dia
1.00 x 1.20 M
600 to 900mm dia
1.25x1.50 M
150 to 500 mm dia
1.00 x 1.50 M
600 to 900 mm dia
1.25 x 1.50 M
Up to 3.00 M
Above 3.00 M
Spacing of manholes should be 30 meters upto 300 mm dia sewers, 75 metres
spacing for above 300 mm to 500 mm dia sewers and 90 metres spacing above 500
mm dia. Besides this manholes are also provided at the points of junction of sewers,
change in gradient, change indirection, change in size of sewers and at place of drop
etc.
8. PROVISIONS IN THE ESTIMATE :
A brief details of various provisions made in the estimate is given as under :SL.
NO.
1)
2)
3)
DESCRIPTION OF ITEMS
RCC NP3 (S & S)
150 mm dia
851.00 M
200 mm dia
461.00 M
250 mm dia
237.00 M
300 mm dia
160.00 M
C.I Pipe class LA (S & S)
150 mm dia
1379.00 M
200 mm dia
408.00 M
250 mm dia
173.00 M
D.I Pipe class K-7 (S & S)
300 mm dia
4)
5)
6)
7)
8)
QUANTITY
195.00 M
MANHOLES
i) Slab type 1.00 x 1.20 M size 1.50 M deep
154 Nos.
ii) Slab type 1.00 x 1.20 M size 3.00 M deep
85 Nos.
iii)Arch type 1.00x 1.50 M size 4.50 M deep
4
Nos.
iv)Arch type 1.00x 1.50 M size 6.00 M deep
1
Nos.
Sewer connecting chamber
i) 0.60 x 0.60 x 1.50 M deep
27 Nos.
ii) 0.60 x 0.60 x 3.00 M deep
10 Nos.
iii) 0.60 x 0.60 x 4.50 M deep
2 Nos.
i) Nala Tapping arrangement
7 Nos.
ii) Gully pits
20 Nos.
Sewage pumping station with sump and Generator
room
i) At Bah Bazaar Area 3.5 m dia 5.0 m deep
1 Nos.
ii) At Sangam Bazaar Area 3.5 m dia 5.0 m deep
1 Nos.
iii) At Santi Bazzar Area 4.5 m dia 5.0 m deep
1 Nos.
Rising mains
i) From Bah Bazaar SPS 100 mm CI class LA
9)
90 M
ii) From Sangam Bazaar SPS 150 mm CI class LA
2215 M
iii) From Santi Bazzar SPS 150 mm CI class LA
1452 M
Pumping Plants
i) At Bah Bazaar SPS 600 lpm 40 M head
3 Nos.
ii) At Sangam Bazaar SPS 600 lpm 65 M head
3 Nos.
iii) At Santi Bazzar SPS 900 lpm 35 M head
3 Nos.
9. EXCAVATION OF TRENCHES AND TIMBERING :
Timbering has been proposed for trench having depth more than 2.00 m and it
is proposed as open timbering upto 3.00 m depth whereas it is adopted as close
timbering below 3.00 m depth.
10. LUMP SUMP PROVISIONS :
Lump sump provision has been made for dismantling and restatement of stone
masonry which will be required for laying of sewer.Lump sump provision for
diversion of path, shifting of water mains, which may come in the manholes has also
been made in the estimate.
11. LAND ACQUISITION :
Land required for Sewage Pumping Station is to be purchased at circle rates as
circulated by ADM Tehri. (Annexure - 10) A provision of Rs. 1.00 Lakhs has been
made in the estimate which will be beared by Govt. of Uttaranchal.
12. GODOWNS :
Provision of Rs. 72000.00 for godown has been made for 24 months at the rate
of Rs.3000.00 Per Month.
13. OTHER PROVISIONS :
The provision for work charged staff and contingencies has been made @2%
and 3% respectively as per prevailing norms. Provision for supervision @12.5% have
also been made in the estimate to be submitted to Govt. of Uttaranchal. The cost
worked out to be Rs. 796.45 Lakhs.
However as the project is proposed to be submitted to NRCD Govt. of India
and as per present policy the cost sharing basis between State Govt. Versus Central
Govt. is 30:70. Considering this the project cost has been worked out on 8% centage
on cost of work which works out to be Rs. 726.85 Lakhs. Out of this Rs. 508.795
Lakhs will be beared by Govt. of India and balance Rs. 796.45 – Rs. 508.795 =
Rs. 287.655 Lakhs will be beared by Govt. of Uttaranchal.
14. MAINTENANCE:
No provision has been made as for this. A separate estimate will be
submitted to the Govt. of Uttaranchal after the scheme is executed.
15. SCHEDULE OF RATES :
Rates of different items of works have been calculated on the basis of
departmental analysis of rates. Material and labour rates have been taken as approved
by the General Manager, Ganga Pollution Control Unit, Uttaranchal Peyjal Nigam,
Srinagar Camp-Dehradun vide his letter No. 234/Dar Sarini/01 Dated 25.1.05
(Annexure no - 11).Rates for RCC pipes has been taken as per C.B. No 2/GM/
2005-2006. Rates of C.I.. pipes have been adopted as per latest rate circulated by
Executive Engineer,Central Store Division, Uttaranchal Peyjal Nigam, Srinagar
Camp-Dehradun vide his letter Dated 25.08.2004 (Annexure no 12). ). Rates of D.I..
pipes have been adopted as per latest rate circulated by Executive Engineer ,Central
Store Division, Uttaranchal Peyjal Nigam, Srinagar Camp-Dehradun vide his letter no.
2819/Samagri/178 Dated 06.07.2005 (Annexure no 13). Rates for cartage of material
have been taken as approved by Superintending Engineer, Pauri Nirman Mandal
Uttaranchal Peyjal Nigam,Pauri vide his letter no 6517/Dar Sarini/16 Dated 30.11.05
(Annexure no 14 ). Rates for road cutting have been taken as per present prevailing
rates circulated by Govt. of Uttaranchal. (Annexure – 15)
16. INFLATION :
No provision has been made in the DPR for escalation as per NRCD
Guidelines However revised estimate will be prepared, if required, depending upon
the actual price escalation at the time of completion of the project.
17. ECONOMICS :
The project is proposed to be submitted to NRCD Govt. of India and as per
present policy the cost sharing basis between State Govt. Versus Central Govt. is
30:70. Considering this the project cost has been worked out on 8% centage on cost of
work which works out to be Rs. 726.85 Lakhs. Out of this Rs. 508.795 Lakhs will be
beared by Govt. of India and balance Rs. 796.45 – Rs. 508.795 = Rs. 287.655 Lakhs
will be beared by Govt. of Uttaranchal.
18. CONCLUSION :
The estimate "Deoprayag Sewerage Scheme, Abatement of pollution of river
Ganga
at Deoprayag I&D” amounting to Rs. 796.45 lakhs is submitted for
administrative, financial sanctions and allotment of funds please.
(V.C.Purohit)
Executive Engineer
Counter Signed
(R.N. Verma)
General Manager