DEVPRAYAG SEWERAGE SCHEME ABATEMENT OF … final.pdf · devprayag sewerage scheme abatement of...

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. Description Quantity Unit Rate Rs Amount RS.

1 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

1 No Each L.S. 2500000.00

Total 2500000.00

Assistant Engineer



ABSTRACT OF COST FOR SEWAGE PUMPING STATION AND GENERATOR ROOM AT SANGAM BAZAR AND APPURTENANT WORKS



1 No Each L.S. 2500000.00

Total 2500000.00

Assistant Engineer



ABSTRACT OF COST FOR SEWAGE PUMPING STATION AND GENERATOR ROOM AT SANTI BAZAR AND APPURTENANT WORKS



1 No Each L.S. 3000000.00

Total 3000000.00

Assistant Engineer



FORM 'J'

TO BE SUMMITED TO GOVT. OF UTTARANCHAL

Sl.NO. DESCRIPTION AMOUNT CENTAGE TOTAL

Rs. % Rs.

1 COST OF WORK 67301000.00 67301000.00

2 WORKCHARGED ESTABLISHMENT 67301000.00 2 1346020.00

SUBTOTAL 68647020.00

3 CONTINGENCIES 68647020.00 3 2059410.60

SUBTOTAL 70706430.60

4 DEPARTMENTAL FEES FOR PROJECT PREPARATION AND SUPERVISION 70706430.60 12.5 8838303.83

5 COST OF LAND ACQUISITION 100000.00 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)

(R.N. Verma)

Assistant Engineer/Executive Engineer

General Manager

Construction Division (Ganga)

Ganga Pollution Control Unit

Uttaranchal Peyjal Nigam


Srinagar

Srinagar Camp Dehradun

Checked by:

Approved by

Computer

(Bhajan Singh)

Chief Engineer (Garhwal)


Pauri



FORM 'J'

TO BE SUMMITED TO N.R.C.D., MOEF, GOVT. OF INDIA, NEW DELHI

FOR

CENTRAL ASSISTANCE

Sl.NO. DESCRIPTION AMOUNT CENTAGE TOTAL

Rs. % Rs.

1 COST OF WORK 67301000.00 67301000.00

2 CENTAGE 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)

(R.N. Verma)

Assistant Engineer/Executive Engineer

General Manager

Construction Division (Ganga)

Ganga Pollution Control Unit



Srinagar

Srinagar Camp Dehradun

Checked by:

Approved by

Computer

(Bhajan Singh)

Chief Engineer (Garhwal)


Pauri



GENERAL ABSTRACT OF COST

Sl.No. Description Amount

1 2 3

1 Cost of Laying and jointing of sewer and appurtenant works including Nala tapping, Gully pit etc. 33270000.00

2

(a) Cost of Sewage Pumping Station and Generator room at Bah Bazar 2500000.00

(b) Cost of Sewage Pumping Station and Generator room at Sangam Bazar 2500000.00

(c) Cost of Main Sewage Pumping Station at Santi Bazar 3000000.00

3 (a) Cost of Rising main from Sewage Pumping Station at Bah Bazar 210000.00

(b) Cost of Rising main from Sewage Pumping Station at Sangam Bazar 6321000.00

(c) Cost of Rising main from Main Sewage Pumping at Santi Bazar 4120000.00

Sub Total 51921000.00

4 Cost of Electrical, Mechnical works 15380000.00

Total 67301000.00

5 Cost of Land Acquisition. 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

Loss of

head per

100m M

Cost of power

col 3xrate

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

1 2 3 4 5 6 7 8 9 10

1 80 6.36 5959.32 66500 332.50 6291.82 47855.58 114355.58

2 100 2.15 2014.55 84300 421.50 2436.05 18528.60 102828.60 Economical

3 125 0.73 684.01 109600 548.00 1232.01 9370.67 118970.67

4 150 0.30 281.1 136400 682.00 963.10 7325.34 143725.34

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

Loss of

head per

100m M

Cost of power

col 3xrate


including specials

etc



col5


Capitalised cost

(4+6)x7.606


Remarks

1 2 3 4 5 6 7 8 9 10

1 80 0.23 124.20 66500 332.50 456.70 3473.66 69973.66 Economical

2 100 0.08 43.20 84300 421.50 464.70 3534.51 87834.51

3 125 0.03 16.20 109600 548.00 564.20 4291.31 113891.31

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

Loss of

head per

100m M

Cost of power

col 3xrate


including specials

etc



col5


Capitalised cost

(4+6)x7.606


Remarks

1 2 3 4 5 6 7 8 9 10

1 100 7.07 78575.98 84300 421.50 78997.48 600854.83 685154.83

2 150 2.91 32341.74 136400 682.00 33023.74 251178.57 387578.57

3 200 0.71 7890.94 199100 995.50 8886.44 67590.26 266690.26 Economical

4 250 0.24 2667.36 268400 1342.00 4009.36 30495.19 298895.19

Note :- Adopt 200 mm CI rising main which is economical.



DETAIL OF EXCAVATION,TIMBERING AND ROAD CUTTING

Section Length M

Dia of sewer

MM

Type of

sewer pipe

Depth of Excavation M RCC S&S Pipe NP3 0.00-1.50m

BGL M

RCC S&S Pipe NP3 1.50-3.00mBGL

M

CI ClassLA 0.00-1.50m BGL

M

CI ClassLA 1.50-3.00 m

BGL M

DI Class K-7 0.00-1.50m

BGL M

Head Tail Mean 150mm 200mm 150mm 200mm 250mm 300mm 150mm 200mm 250mm

150mm

200mm

300mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

24-25 90 150 RCC 1.380 1.380 1.38 90

31-25 40 150 RCC 1.200 1.595 1.40 40

25-26 96 150 CI 1.595 1.565 1.58 96

32-26 26 150 CI 1.200 1.200 1.20 26

106 150 RCC 1.300 1.010 1.16 106

26-27 18 150 CI 1.010 1.000 1.01 18

33-34 66 150 RCC 1.200 1.200 1.20 66

104 200 RCC 1.300 1.200 1.25 104

60 200 RCC 1.300 2.790 2.05 60

34-35 54 200 RCC 2.790 1.200 2.00 54

104 200 CI 1.300 1.200 1.25 104

38-39 22 150 RCC 1.200 1.200 1.20 22

39-35 15 150 CI 1.200 1.215 1.21 15

12 150 CI 1.300 2.420 1.86 12

35-36 30 200 CI 2.525 1.200 1.86 30

60 200 RCC 1.200 0.940 1.07 60

36-37 15 200 RCC 0.940 1.280 1.11 15

37-27 40 200 RCC 1.280 1.200 1.24 40

27-28 5 200 CI 1.300 1.200 1.25 5

30-28 50 150 CI 2.600 1.200 1.90 50

42 150 RCC 1.200 1.200 1.20 42

28-29 26 200 CI 1.300 1.200 1.25 26

29 PS1 195 300 DI 1.200 1.305 1.25 195

160 300 RCC 1.805 1.540 1.67 160

21-22 112 150 RCC 1.200 1.225 1.21 112

22-23 128 200 CI 1.230 2.200 1.72 128

75 200 RCC 2.500 1.200 1.85 75

110 250 RCC 1.400 2.825 2.11 110

1-2 30 150 CI 1.200 1.202 1.20 30

50 150 CI 1.302 1.130 1.22 50

116 150 CI 1.270 1.200 1.24 116

55 150 CI 1.300 1.200 1.25 55

50 150 CI 1.300 1.200 1.25 50

50 150 CI 1.300 1.200 1.25 50

34 150 CI 1.300 1.200 1.25 34

2-3 13 150 CI 1.200 1.200 1.20 13

46 150 CI 1.400 1.200 1.30 46

15 150 CI 1.300 1.200 1.25 15

15 150 CI 1.300 1.200 1.25 15

60 150 CI 1.300 1.200 1.25 60

45 150 RCC 1.300 1.200 1.25 45

30 150 CI 1.300 1.200 1.25 30

29 150 RCC 1.300 1.430 1.37 29

15-14 30 150 CI 1.200 2.480 1.84 30

44 150 CI 1.330 1.200 1.27 44

31 150 CI 1.200 0.870 1.04 31

13-14 17 150 CI 1.300 0.890 1.10 17

14-3 9 150 CI 0.890 2.260 1.58 9

3-5 23 200 CI 2.260 1.200 1.73 23

12-5 15 150 RCC 1.200 1.600 1.40 15

38 150 CI 2.000 2.100 2.05 38

43 150 RCC 2.200 1.200 1.70 43

37 150 CI 1.300 1.200 1.25 37

15 150 CI 1.300 1.200 1.25 15

5-7 30 200 CI 1.300 1.280 1.29 30

53 200 RCC 1.380 1.205 1.29 53

16 200 CI 1.350 0.631 0.99 16

31 200 CI 1.130 2.522 1.83 31

20 150 CI 1.200 1.200 1.20 20

30 150 RCC 1.300 1.200 1.25 30

59 150 RCC 1.300 1.200 1.25 59

25 150 CI 1.300 1.200 1.25 25

7- PS2 15 200 CI 2.525 0.000 1.26 15

20-19 14 150 CI 1.200 1.200 1.20 14

36 150 RCC 1.400 1.200 1.30 36

158 150 CI 1.200 0.710 0.96 158

15 150 CI 0.720 1.770 1.25 15

19-19' 30 150 RCC 1.850 1.200 1.53 30

28 150 RCC 1.300 1.250 1.28 28

35 150 CI 1.250 1.230 1.24 35

19'-16 30 150 CI 1.230 1.240 1.24 30

80 150 CI 1.340 1.380 1.36 80

16-17 15 150 RCC 1.380 1.151 1.27 15

43 150 RCC 1.251 1.400 1.33 43

18'-18 110 250 RCC 1.000 3.090 2.05 110

18-17 17 250 RCC 3.090 1.150 2.12 17

43 250 CI 1.150 1.200 1.18 43

44 250 CI 1.350 1.216 1.28 44

69 250 CI 1.317 1.255 1.29 69

17-PS3 17 250 CI 1.400 0.000 0.70 17

TOTAL 3864 778 272 73 189 237 160 1144 196 173 235 212 195



DETAIL OF MANHOLES AND SEWER CONNECTING CHAMBERS

Secti

on

Slab type Manhole 1.00x1.20x1.50m




Sewer Connecting Chambers

0.60x0.60x1.50m


0.60x0.60x3.00m


0.60x0.60x4.50m


0.60x0.60x6.00m

No Depth Variation No Depth Variation No Depth Variation No Depth Variation No Depth Variation No Depth Variation No Depth Variation No Depth

Variation

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

24-25 1 1.38 -0.12

1 1.02 -0.48

1 0.66 -0.84

1 0.85 -0.65

1 1.03 -0.47

1 1.21 -0.29

31-25 1 1.20 -0.30

1 1.46 -0.04

1 1.72 -1.28

25-26 1 1.60 -1.41

1 1.65 -1.35

1 1.70 -1.30

1 2.13 -0.87

1 2.56 -0.44

1 2.46 -0.54

1 1.95 -1.05

1 1.45 -0.05

1 1.49 -0.01

1 1.54 -1.47

1 1.22 -0.29

1 1.80 -1.21

1 2.74 -0.27

32-26 1 1.20 -0.30

1 1.42 -0.08

1 1.64 -1.37

1 1.30 -0.20

1 1.21 -0.29

1 1.55 -1.45

1 1.80 -1.21

1 1.70 -1.30

26-27 1 1.01 -0.49

1 1.01 -0.50

33-34 1 1.20 -0.30

1 1.70 -1.31

1 1.35 -0.15

1 1.02 -0.48

1 1.30 -0.20

1 1.55 -1.46

1 1.78 -1.22

1 1.87 -1.14

1 1.70 -1.30

1 1.54 -1.47

1 1.42 -0.08

1 1.30 -0.20

1 1.68 -1.33

34-35 1 2.79 -0.21

1 3.43 -1.07

1 4.07 -0.44

1 2.68 -0.32

1 1.30 -0.20

1 1.34 -0.16

1 1.61 -1.39

1 1.89 -1.12

1 2.23 -0.77

1 1.95 -1.05

1 1.67 -1.34

1 1.30 -0.20

1 1.04 -0.46

1 1.21 -0.29

1 1.29 -0.21

1 1.37 -0.14

38-39 1 1.20 -0.30

1 1.20 -0.30

39-35 1 1.20 -0.30

1 1.25 -0.25

35-36 1 2.53 -0.48

1 1.86 -1.14

1 1.20 -0.30

1 1.19 -0.31

1 1.18 -0.32

1 1.06 -0.44

36-37 1 0.94 -0.56

1 1.11 -0.39

37-27 1 1.28 -0.22

1 1.18 -0.32

1 1.07 -0.43

1 1.19 -0.31

27-28 1 1.30 -0.20

30-28 1 2.60 -0.40

1 1.89 -1.11

1 1.18 -0.32

1 1.28 -0.22

1 1.39 -0.11

1 1.29 -0.21

1 1.20 -0.30

1 1.20 -0.30

28-29 1 1.30 -0.20

1 1.25 -0.25

29-PS1 1 1.20 -0.30

1 1.00 -0.50

1 1.00 -0.50

1 1.00 -0.50

1 1.00 -0.50

1 3.00 0.00

1 2.64 -0.37

1 1.97 -1.03

1 1.81 -1.20

1 1.41 -0.09

1 1.38 -0.12

1 1.03 -0.47

1 1.06 -0.44

1 1.18 -0.32

1 1.32 -0.18

1 1.28 -0.22

1 1.26 -0.24

1 1.06 -0.44

21-22 1 1.20 -0.30

1 1.39 -0.11

1 1.56 -1.44

1 1.63 -1.37

1 1.48 -0.02

1 1.24 -0.26

1 1.25 -0.25

22-23 1 1.23 -0.27

1 1.25 -0.25

1 1.01 -0.49

1 1.49 -0.01

1 1.78 -1.22

1 2.50 -0.50

1 1.89 -1.11

1 1.89 -1.11

1 1.40 -0.10

1 1.03 -0.48

1 1.08 -0.42

1 1.13 -0.38

1 2.53 -0.48

1-2 1 1.20 -0.30

1 1.30 -0.20

1 2.12 -0.88

1 2.35 -0.65

1 1.27 -0.23

1 3.36 -1.14

1 2.99 -0.01

1 2.73 -0.27

1 2.49 -0.51

1 2.04 -0.96

1 1.91 -1.09

1 1.58 -1.42

1 1.44 -0.06

1 1.30 -0.20

1 1.18 -0.32

1 1.43 -0.07

1 1.38 -0.12

1 1.52 -1.48

1 1.90 -1.11

1 2.08 -0.92

1 1.30 -0.20

1 2.04 -0.96

1 1.30 -0.20

1 1.02 -0.48

1 1.20 -0.30

1 1.40 -0.10

1 1.38 -0.12

1 1.35 -0.15

1 1.30 -0.20

1 1.30 -0.20

1 1.30 -0.20

1 1.64 -1.36

1 1.71 -1.29

1 1.65 -1.35

1 1.30 -0.20

1 1.30 -0.20

1 1.13 -0.37

1 0.96 -0.54

1 1.13 -0.37

1 1.30 -0.20

1 1.25 -0.25

1 1.20 -0.30

1 1.25 -0.25

1 1.30 -0.20

1 1.27 -0.23

1 1.24 -0.27

15-14 1 1.20 -0.30

1 1.91 -1.09

1 1.06 -0.44

1 1.02 -0.48

1 1.12 -0.38

1 1.33 -0.17

1 1.41 -0.09

1 2.34 -0.66

1 1.67 -1.33

1 1.46 -0.04

1 2.10 -0.90

1 1.20 -0.30

1 2.79 -0.21

1 2.06 -0.94

1 1.93 -1.07

1 2.03 -0.97

13-14 1 1.30 -0.20

14-3 1 0.89 -0.61

3-5 1 2.26 -0.74

1 1.43 -0.07

12-5 1 1.20 -0.30

1 2.00 -1.00

1 1.38 -0.12

1 1.13 -0.37

1 2.20 -0.80

1 1.76 -1.24

1 1.83 -1.17

1 1.51 -1.49

1 1.30 -0.20

1 1.48 -0.02

1 1.38 -0.12

1 1.16 -0.34

1 1.30 -0.20

5-7 1 1.30 -0.20

1 1.04 -0.46

1 1.38 -0.12

1 1.65 -1.36

1 1.78 -1.22

1 1.89 -1.11

1 1.35 -0.15

1 1.30 -0.20

1 1.78 -1.23

1 2.02 -0.99

11-7 1 1.20 -0.30

1 1.13 -0.37

1 1.30 -0.20

1 1.30 -0.20

1 1.21 -0.29

1 1.20 -0.30

1 1.30 -0.20

1 1.20 -0.30

7-PS2 1 2.53 -0.48

20-19 1 1.20 -0.30

1 1.66 -1.34

1 1.40 -0.10

1 1.37 -0.13

1 1.03 -0.47

1 1.20 -0.30

1 1.08 -0.42

1 1.30 -0.20

1 1.32 -0.18

1 2.37 -0.63

1 2.68 -0.33

1 2.96 -0.04

1 2.05 -0.95

1 1.38 -0.12

1 1.43 -0.07

1 0.86 -0.64

1 0.66 -0.84

1 0.57 -0.93

1 0.46 -1.05

1 0.72 -0.78

19-19' 1 1.85 -1.15

1 1.30 -0.20

1 1.25 -0.25

1 1.90 -1.11

19'-16 1 1.23 -0.27

1 1.23 -0.27

1 1.25 -0.25

1 1.34 -0.16

1 1.06 -0.44

1 1.05 -0.45

1 1.07 -0.43

1 1.08 -0.42

1 1.07 -0.43

1 1.08 -0.42

1 1.09 -0.41

16-17 1 1.38 -0.12

1 1.25 -0.25

1 1.07 -0.43

18'-18 1 1.00 -0.50

1 2.81 -0.19

1 3.80 -0.71

1 4.78 -1.22

1 3.99 -0.51

18-17 1 3.09 -1.41

1 2.85 -0.16

1 1.15 -0.35

1 1.38 -0.12

1 1.45 -0.05

1 1.35 -0.15

1 2.27 -0.73

1 1.94 -1.06

1 1.32 -0.18

1 1.29 -0.21

1 2.81 -0.19

1 2.59 -0.41

1 1.82 -1.18

1 1.53 -1.47

1 1.64 -1.36

17-PS3 1 1.40 -0.10

TOTAL 154 -44.76 85 -80.55 4 -3.50 1 -1.22 27 -7.18 10 -10.78 2 -1.78 0

0.00



DETAIL OF EXCAVATION,TIMBERING AND ROAD CUTTING

Section Length Dia of sewer

Type of sewer pipe

Depth of Excavation Top Width

Excavation Timbering Road cutting

Head Tail Mean 0.00-1.50 m BGL

1.50-3.00 m BGL

0.00-3.00m BGL

Cement Concreting

Bituminuous

M M M M M M M Cum Cum Sqm Sqm Sqm

1 2 3 4 5 6 7 8 9 10 11 12 13

24-25 90 150 RCC 1.380 1.380 1.38 1.00 124.20 90.00

31-25 40 150 RCC 1.200 1.595 1.40 1.00 56.00 40.00

25-26 96 150 CI 1.595 1.565 1.58 1.50 227.52 7.68 144.00

32-26 26 150 CI 1.200 1.200 1.20 1.00 31.20 26.00

106 150 RCC 1.300 1.010 1.16 1.00 122.43 106.00

26-27 18 150 CI 1.010 1.000 1.01 1.00 18.09 18.00

33-34 66 150 RCC 1.200 1.200 1.20 1.00 79.20 66.00

104 200 RCC 1.300 1.200 1.25 1.00 130.00 104.00

60 200 RCC 1.300 2.790 2.05 1.50 184.50 33.00 123.00 90.00

34-35 54 200 RCC 2.790 1.200 2.00 1.50 161.60 26.73 107.73 81.00

104 200 CI 1.300 1.200 1.25 1.00 130.00 104.00

38-39 22 150 RCC 1.200 1.200 1.20 1.00 26.40 22.00

39-35 15 150 CI 1.200 1.215 1.21 1.00 18.11 15.00

12 150 CI 1.300 2.420 1.86 1.50 33.48 4.32 18.00

35-36 30 200 CI 2.525 1.200 1.86 1.50 83.81 10.88 45.00

60 200 RCC 1.200 0.940 1.07 1.00 64.20 60.00

36-37 15 200 RCC 0.940 1.280 1.11 1.00 16.65 15.00

37-27 40 200 RCC 1.280 1.200 1.24 1.00 49.60 40.00

27-28 5 200 CI 1.300 1.200 1.25 1.00 6.25 5.00

30-28 50 150 CI 2.600 1.200 1.90 1.50 142.50 20.00 75.00

42 150 RCC 1.200 1.200 1.20 1.00 50.40 42.00

28-29 26 200 CI 1.300 1.200 1.25 1.00 32.50 26.00

29 PS1 195 300 DI 1.200 1.305 1.25 1.00 244.24

160 300 RCC 1.805 1.540 1.67 1.50 401.40 27.60 240.00

21-22 112 150 RCC 1.200 1.225 1.21 1.00 135.80 112.00

22-23 128 200 CI 1.230 2.200 1.72 1.50 329.28 27.52 192.00

75 200 RCC 2.500 1.200 1.85 1.50 208.13 26.25 112.50

110 250 RCC 1.400 2.825 2.11 1.50 348.56 67.38 232.38 165.00

1-2 30 150 CI 1.200 1.202 1.20 1.00 36.03 30.00

50 150 CI 1.302 1.130 1.22 1.00 60.80 50.00

116 150 CI 1.270 1.200 1.24 1.00 143.26 116.00

55 150 CI 1.300 1.200 1.25 1.00 68.75 55.00

50 150 CI 1.300 1.200 1.25 1.00 62.50 50.00

50 150 CI 1.300 1.200 1.25 1.00 62.50 50.00

34 150 CI 1.300 1.200 1.25 1.00 42.50 34.00

2-3 13 150 CI 1.200 1.200 1.20 1.00 15.60 13.00

46 150 CI 1.400 1.200 1.30 1.00 59.80 46.00

15 150 CI 1.300 1.200 1.25 1.00 18.75 15.00

15 150 CI 1.300 1.200 1.25 1.00 18.75 15.00

60 150 CI 1.300 1.200 1.25 1.00 75.00 60.00

45 150 RCC 1.300 1.200 1.25 1.00 56.25 45.00

30 150 CI 1.300 1.200 1.25 1.00 37.50 30.00

29 150 RCC 1.300 1.430 1.37 1.00 39.59 29.00

15-14 30 150 CI 1.200 2.480 1.84 1.50 82.80 10.20 45.00

44 150 CI 1.330 1.200 1.27 1.00 55.66 44.00

31 150 CI 1.200 0.870 1.04 1.00 32.09 31.00

13-14 17 150 CI 1.300 0.890 1.10 1.00 18.62 17.00

14-3 9 150 CI 0.890 2.260 1.58 1.50 21.26 0.68 13.50

3-5 23 200 CI 2.260 1.200 1.73 1.50 59.69 5.29 34.50

12-5 15 150 RCC 1.200 1.600 1.40 1.00 21.00 15.00

38 150 CI 2.000 2.100 2.05 1.50 116.85 20.90 77.90 57.00

43 150 RCC 2.200 1.200 1.70 1.50 109.65 8.60 64.50

37 150 CI 1.300 1.200 1.25 1.00 46.25 37.00

15 150 CI 1.300 1.200 1.25 1.00 18.75 15.00

5-7 30 200 CI 1.300 1.280 1.29 1.00 38.70 30.00

53 200 RCC 1.380 1.205 1.29 1.00 68.50 53.00

16 200 CI 1.350 0.631 0.99 1.00 15.85 16.00

31 200 CI 1.130 2.522 1.83 1.50 84.91 10.11 46.50

20 150 CI 1.200 1.200 1.20 1.00 24.00 20.00

30 150 RCC 1.300 1.200 1.25 1.00 37.50 30.00

59 150 RCC 1.300 1.200 1.25 1.00 73.75 59.00

25 150 CI 1.300 1.200 1.25 1.00 31.25 25.00

7- PS2 15 200 CI 2.525 0.000 1.26 1.00 18.94

20-19 14 150 CI 1.200 1.200 1.20 1.00 16.80 14.00

36 150 RCC 1.400 1.200 1.30 1.00 46.80 36.00

158 150 CI 1.200 0.710 0.96 1.00 150.89 158.00

15 150 CI 0.720 1.770 1.25 1.00 18.68 15.00

19-19' 30 150 RCC 1.850 1.200 1.53 1.50 68.63 0.75 45.00

28 150 RCC 1.300 1.250 1.28 1.00 35.70 28.00

35 150 CI 1.250 1.230 1.24 1.00 43.40 35.00

19'-16 30 150 CI 1.230 1.240 1.24 1.00 37.05 30.00

80 150 CI 1.340 1.380 1.36 1.00 108.80 80.00

16-17 15 150 RCC 1.380 1.151 1.27 1.00 18.98 15.00

43 150 RCC 1.251 1.400 1.33 1.00 57.00 43.00

18'-18 110 250 RCC 1.000 3.090 2.05 1.50 337.43 59.95 224.95 165.00

18-17 17 250 RCC 3.090 1.150 2.12 1.50 54.06 10.54 36.04 25.50

43 250 CI 1.150 1.200 1.18 1.00 50.53 43.00

44 250 CI 1.350 1.216 1.28 1.00 56.45 44.00

69 250 CI 1.317 1.255 1.29 1.00 88.73 69.00

17-PS3 17 250 CI 1.400 0.000 0.70 1.00 11.90

TOTAL 3864 6431.44 378.36 802.00 3215.50 974.50

Assistant Engineer



DETAIL MEASUREMENT FOR BEDDING

Sl.No Description No L B H Qty. Unit

1 Excavation for bedding under RCC sewer along main road.

0-1.50 m BGL

150 mm RCC pipe Section 24-25

1 90 0.6 0.15 8.10

Section 21-22 1 112 0.6 0.15 10.08

Section 19-19' 1 28 0.6 0.15 2.52

150 mm CI pipe Section19-19'

1 35 0.6 0.15 3.15

Total 23.85 Cum

1.50-3.00 m BGL

150 mm RCC pipe Section 19-19'

1 30 0.6 0.15 2.70


1 75 0.6 0.15 6.75


1 110 0.6 0.15 9.90

Section 18-18' 1 110 0.6 0.15 9.90

200 mm CI pipe Section 22-23

1 128 0.6 0.15 11.52

Total 40.77 Cum

2 PCC 1:2:4 for bedding same as above

0-1.50 m BGL 23.85 Cum

1.50-3.00 m BGL 40.77 Cum

Assistant Engineer

UNIT ESTIMATE FOR NALA TAPPING ARRANGEMENT

Sl.No Description No L B H Qty. Rate Amount

1 Excavation Side wall 1 3.00 1.26 0.30 1.134

1 3.36 1.76 (0.30+1.00)

2

3.843

4.977 61.65 306.83 2 P.C.C 1:4:8 1 3.00 1.26 0.15 0.567 1 3.36 1.76 0.15 0.887 1.454 1462.70 2126.82 3 Brick Work 2 3.00 0.23 0.50 0.690

2 2.00 0.23 (0.50+0.75)

2 0.575

4 1.10 0.23 1 1.012 2.277 2051.10 4670.35 4 R.C.C 1:2:4 Nala bed 1 3.00 1.26 0.10 0.378 1 3.36 1.76 0.1 0.591 Partition Wall

1 2 0.1 (0.50+0.75)

2 0.125

Weir 2 0.6 0.2 0.3 0.072 Slab 2 1.56 0.5 0.1 0.156 1.322 2809.85 3715.63 5

M.S. work in RCC Qtl. 1.600 3940.00 6304.00

6 PCC 1:2:4 1x1/2 (0.3x0.3x1.10) 0.050 2030.55 101.53

7 Supply and fixing of following:

(i) Coarse bar screen (1x0.5)

2 - - - 2

Nos 2000.00 4000.00 (ii) Fine bar screen (1x0.5)

2 - - - 2

Nos 4000.00 8000.00 8 Supply and fixing of CI sluce

gate of sixe (0.3x0.3)

2 - - - 2

Nos 42000.00 84000.00 9 Fixing of M.H. cover size

(0.6x0.45) 1 - - - 1

Nos 1590.55 1590.55 10

Fixing of foot step 2 - - - 2

Nos 175.35 350.70 11 Connecting of Sewer line

with RCC pipe Job - - - Job 5780.00 5780.00 12 Diversion of Gadhera

Job - - - Job 5095.00 5095.00 13 Unforeseen Items

Job - - - Job 3958.58 3958.58

Total 130000.00

Assistant Engineer

UNIT ESTIMATE FOR GULLY PIT ARRANGEMENT

Sl.No Description Unit Qty. Rate Amount

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

Cum 0.16

1462.70 235.49 4 Brick masanary in 1:3

Cum 1.77 2051.10 3630.45 5 RCC 1:2:4 in slab

Cum 0.03 2809.85 84.30 6 MS work in RCC

Cum 0.20 2030.55 406.11 7 12 mm thick PC plaster in 1:3

Sqm 2.30 122.70 282.21 8 Gully grating

(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

9 Laying and jointing of 150 mm dia RCC pipe including cost of pipe RM

6.000 197.99 1187.94

10 Fixing of Foot step No 3.000 175.35 526.05

11 Iron frame (100x100x6mm) Qtl 0.770 3940.00 3033.80

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 Particulars Unit Qty. Cement Bags

Sand Stone Grit Stone Cum

Bricks Nos.

Steel Qtl.

Coarse Cum

Fine Cum

10-20 mm Cum

20-40 mm Cum

1 2 3 4 5 6 7 8 9 10 11 12

1 Gully pits No 1 5 0.09 0.43 0.03 0.15 885.00 0.20

2 Nala Tapping No 1 19.50 1.32 0.51 1.24 1.38 1139.00 1.60

3 RCC 1:1:5:3 Cum 1 8.04 0.45 - 0.90

4 PCC 1:4:8 Cum 1 3.46 0.48 0.96

5 RR 1:6 Cum 1 1.76 - 0.35 1.11

6 Pointing 1:2 Sqm 1 0.11 - 0.007

7 PCC 1:2:4 Cum 1 6.620 0.450 0.900 0.785

Assistant Engineer



ABSTRACT OF COST FOR RISING MAIN FROM BAH BAZAR PUMPING STATION TO GRAVITY MAN HOLE AND APPURTENANT WORKS


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

assuming 50% excavation in soil mix) and remaning 50% in hard rock. (a).Soil Mix

54.90 Cum 61.65 3384.59

(b) Hard Rock 54.9 Cum 330.00 18117.00

2 Supply of following size and type pipes including cartage upto departmental store.

(a) C.I. Class LA (i) 100 mm

90.00 M 900.00 81000.00

(b) C.I. Specials 10% 8100.00

3 Supply amd fixing of following valves

(a) Air valve double orifice 1 Each 5000.00 5000.00

(b) C.I. Sluice valve 1 Each 7000.00 7000.00

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

90.00 M 8.40 756.00

5 Baricating of Sewer trenches 180.00 M 32.35 5823.00

6 Provide all material and provide following chambers.

(a) Air valve Chamber(1x1.20x1.50) 1 Each 11000.00 11000.00

(b) Scour valve Chamber(1x1.20x1.50) 1 Each 11000.00 11000.00

7 Provision for disposal of surplus earth from the site of work 0.85 Cum 654.00 555.90

8 Provision for Thrust Block 1mx1mx1m RCC 1:2:4 5.00 Cum 2030.55 10152.75

9 Provision for Dismentalling and reistatement of masonary work 1 Job LS 5000.00

10 Provision for cartage of material as per attached 34000.00

11 Unforseen Items 1 Job LS 9110.76

Total 210000.00

Assistant Engineer



ABSTRACT OF COST FOR RISING MAIN FROM SANGAM BAZAR PUMPING STATION AND APPURTENANT WORKS




1351.15 Cum 61.65 83298.40

(b) Hard Rock 1351.15 Cum 330.00 445879.50

2 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

1000.00 Sqm 40.15 40150.00

(b) Bitminus 800.00 Sqm 40.15 32120.00

3 Provision for payment of road cutting charges for dismentalling of roads to be paid toP.W.D. or NagarPalika. (a) CC road

1000.00 Sqm 1000.00 1000000.00

(b) Bitminus 800.00 Sqm 910.00 728000.00


(a) C.I. Class LA (i)150 mm

2215.00 M 1240.00 2746600.00

(b) C.I. Specials 10% 274660.00




(c) Reflux valve 1 Each 10000.00 10000.00


2215.00 M 12.80 28352.00





(c) Reflux valveChamber(1x1.20x1.50) 1 Each 11000.00 11000.00

9 Provision for shifting of water supply mains and connections 10 Each 695.00 6950.00


11 Provision for Thrust Block 1mx1mx1m and pillars RCC 1:2:4 60.10 Cum 2030.55 122036.06




Total 6321000.00

Assistant Engineer



ABSTRACT OF COST FOR RISING MAIN FROM SANTI BAZAR PUMPING STATION AND APPURTENANT WORKS




885.72 Cum 61.65 54604.64

(b) Hard Rock 885.72 Cum 330.00 292287.60


150.00 Sqm 40.15 6022.50

(b) Bitminus 1100.00 Sqm 40.15 44165.00


150.00 Sqm 1000.00 150000.00

(b) Bitminus 1100.00 Sqm 910.00 1001000.00



1452.00 M 1240.00 1800480.00

(b) C.I. Specials 10% 180048.00




(c) Reflux valve 1 Each 10000.00 10000.00


1452.00 M 12.80 18585.60





(c) Reflux valveChamber(1x1.20x1.50) 1 Each 11000.00 11000.00







Total 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




257.60 Cum 61.65 15881.04

(b) Hard Rock 257.60 Cum 330.00 85008.00

2 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

460.00 Sqm 40.15 18469.00

3 Provision for payment of road cutting charges for dismentalling of roads to be paid toP.W.D. or NagarPalika. (a) Bitminus

460.00 Sqm 910.00 418600.00



460.00 M 900.00 414000.00

(b) C.I. Specials 10% 41400.00




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 100 MM

460.00 M 8.40 3864.00










Total 1170000.00

Assistant Engineer


ABSTRACT OF COST FOR RISING MAIN FROM KAILASH ASHRAM PUMPING STATION TO GRAVITY MAN HOLE AND APPURTENANT WORKS




373.52 Cum 61.65 23027.51

(b) Hard Rock 373.52 Cum 330.00 123261.60


667.00 Sqm 40.15 26780.05


667.00 Sqm 910.00 606970.00



667.00 M 900.00 600300.00

(b) C.I. Specials 10% 60030.00




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 100 mm

667.00 M 8.40 5602.80







11 Provision for Thrust Block 1mx1mx1m and pillars RCC 1:2:4 10.00 Cum 2030.55 20305.50




Total 1680000.00

Assistant Engineer


ABSTRACT OF COST FOR RISING MAIN FROM TAMBAKHANI PUMPING STATION TO GRAVITY MAN HOLE AND APPURTENANT WORKS




419.07 Cum 61.65 25835.67

(b) Hard Rock 419.07 Cum 330.00 138293.10


687.00 Sqm 40.15 27583.05


687.00 Sqm 910.00 625170.00



687.00 M 1810.00 1243470.00

(b) C.I. Specials 10% 124347.00




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

687.00 M 18.82 12929.34











Total 2505000.00

Assistant Engineer


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


1 Provision of cartage of following material from Jogiwala store to site store at Badrinath by truck load distance 355 km

(a) Cement 83.00 Qtl 0.58 17089.70

(b) C.I. Pipes/ steels 107.00 Qtl 0.70 26589.50

2 Provision of cartage of following material from Rishikesh to site store at Badrinath by truck load distance 315 km

(a) Bricks. 110.40 Qtl 0.58 20170.08

3 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 = 215.68 Qtl 0.69 13393.73

3 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 19.40+2.60 =

22.00 Cum 2.18 14388.00

4 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 73.60 Cum 2.18 48134.40

5 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 83.00 Qtl 37.90 3145.70


6 Provision for cartage of unforeseen items Job L.S. 2222.53

TOTAL 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



(a) Cement 78.50 Qtl 0.58 16163.15



(a) Bricks. 82.80 Qtl 0.58 15127.56


(a) Sand 193.92 + 5.28 = 199.20 Qtl 0.69 12370.32



21.00 Cum 2.18 13734.00


(a) Bricks 55.20 Cum 2.18 36100.80


(a) Cement 78.50 Qtl 37.90 2975.15



TOTAL 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



(a) Cement 66.00 Qtl 0.58 13589.40



(a) Bricks. 110.40 Qtl 0.58 20170.08


(a) Sand 171.36 + 7.04 = 178.40 Qtl 0.69 11078.64



17.50 Cum 2.18 11445.00


(a) Bricks 73.60 Cum 2.18 48134.40


(a) Cement 66.00 Qtl 37.90 2501.40



TOTAL 130000.00

Assistant Engineer


ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG I&D ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR SEWER LAYING AND APPURTENANT

WORKS


1 Provision of cartage of following material from Jogiwala store to site store at Devprayag by truck load distance 115 km

(a) Cement 2329.00 Qtl 0.59 158022.65

(b) RCC/C.I. Pipes/ D.I pipes/ steels 2715 + 138 = 2853

2853.00 Qtl 0.71 232947.45

(c) R.C.C. manhole covers etc. 474.00 Qtl 0.59 32160.90

2 Provision of cartage of following material from Rishikesh to site store at Devprayag by truck load distance 70 km

(a) Bricks. 8435.30 Qtl 0.69 407424.99

3 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 8086.56 Qtl 0.69 390580.85


(a) Stone 356.00 Cum 2.18 232824.00

(b) Stone ballast 249.04+274.32

523.36 Cum 2.18 342277.44


(a) Bricks 562.35 Cum 2.18 367776.90

5 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 2329.00 Qtl 37.90 88269.10

(b) RCC/C.I. Pipes/ D.I pipes/ steels 2715 + 138 = 2853

2853.00 Qtl 45.48 129754.44

(c) R.C.C. manhole covers etc. 474.00 Qtl 37.90 17964.60


TOTAL 2410000.00

Assistant Engineer


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



(a) Cement 37.50 Qtl 0.59 2544.38

(b)C.I. Pipes/ steels 22.00 Qtl 0.71 1796.30


(a) Bricks. 55.20 Qtl 0.69 2666.16


(a) Sand 148.96 + 3.52 152.48 Qtl 0.69 7364.78


(a) Stone 15.84 Cum 2.18 10359.36

(b) Stone ballast 5.20 + 1.30 6.50 Cum 2.18 4251.00


(a) Bricks 3.68 Cum 2.18 2406.72


(a) Cement 37.50 Qtl 37.90 1421.25



TOTAL 34000.00

Assistant Engineer


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


1 Provision of cartage of following material from Jogiwala store to site store at Devprayag by truck load

distance 115 km

(a) Cement 304.00 Qtl 0.59 20626.40



(a) Bricks. 469.20 Qtl 0.69 22662.36


(a) Sand 934.24 + 29.92 964.16 Qtl 0.69 46568.93


(a) Stone 44.55 Cum 2.18 29135.70

(b) Stone ballast 60.04 + 11.05

71.09 Cum 2.18 46492.86


(a) Bricks 31.28 Cum 2.18 20457.12


(a) Cement 304.00 Qtl 37.90 11521.60



TOTAL 304000.00

Assistant Engineer


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



(a) Cement 156.00 Qtl 0.59 10584.60



(a) Bricks. 303.60 Qtl 0.69 14663.88


(a) Sand 469.44 + 19.36 488.80 Qtl 0.69 23609.04


(a) Stone 14.85 Cum 2.18 9711.90

(b) Stone ballast 30.85 + 7.15 38.00 Cum 2.18 24852.00


(a) Bricks 20.24 Cum 2.18 13236.96


(a) Cement 156.00 Qtl 37.90 5912.40



TOTAL 171000.00

Assistant Engineer

UTTARKASHI SEWERAGE SCHEME REVISED PROPOSAL ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR RISING MAIN FROM TILOTH VILLAGE SPS

AND APPURTENANT WORKS


1 Provision of cartage of following material from Jogiwala store to site store at Uttarkashi by truck load distance 224 km

(a) Cement 33.00 Qtl 0.49 3622.08


2 Provision of cartage of following material from Rishikesh to site store by truck load distance 182 km

(a) Bricks. 110.40 Qtl 0.49 9845.47

3 Provision of cartage of following material from quarry to site store by truck load distance 22 km

(a) Sand 100.64 + 7.07 107.68 Qtl 0.99 2345.27


(a) Stone ballast 5.90 + 2.60 8.50 Cum 2.18 5559.00


(a) Bricks 7.36 Cum 2.18 4813.44

(b) Sand 6.73 Cum 2.18 4401.42


(a) Cement 33.00 Qtl 37.90 1250.70



TOTAL 55000.00

Assistant Engineer


ABSTRACT OF COST FOR CARTAGE OF MATERIALS FOR RISING MAIN FROM KAILASH ASHRAM SPS AND APPURTENANT WORKS



(a) Cement 44.50 Qtl 0.49 4884.32



(a) Bricks. 110.40 Qtl 0.49 9845.47


(a) Sand 136.64 + 7.04 143.68 Qtl 0.99 3129.35




(a) Bricks 7.36 Cum 2.18 4813.44

(b) Sand 8.98 Cum 2.18 5872.92


(a) Cement 44.50 Qtl 37.90 1686.55



TOTAL 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



(a) Cement 44.50 Qtl 0.49 4884.32



(a) Bricks. 138.00 Qtl 0.49 12306.84


(a) Sand 224.80 + 8.80 233.60 Qtl 0.99 5087.81




(a) Bricks 9.20 Cum 2.18 6016.80

(b) Sand 14.60 Cum 2.18 9548.40


(a) Cement 44.50 Qtl 37.90 1686.55



TOTAL 100000.00

Assistant Engineer



CONSUMPTION STATEMENT OF MATERIALS

Sl.No. DESCRIPTION QTY UNIT CEMENT BAGS

BRICKS NOS.

STONE COARSE SAND

FINE SAND

SHINGLE STEEL QTLS.

10-20MM

20-40MM

1 2 3 4 5 6 7 8 9 10 11 12

1 Manholes slab type

1.00x1.20x1.50 154 Each

1606.22 127204 0 161.7 10.78 95.48 100.1 38.5

1.00x1.20x3.00 85 Each 1547.00 202980 0 178.50 15.3 43.35 105.4 21.25

2 Manholes Arch type

1.00x1.50x4.50 4 Each 85.60 11424 0 9.60 1.32 2.04 5.16 0.484

1.00x1.50x6.00 1 Each 24.60 3446 0 2.70 0.3 0.58 1.29 0.121

3 Sewer Connecting Chamber 0.6x0.6x1.5

27 Each 126.90 15471 0 14.04 1.35 4.32 8.1 0.00

0.60x0.60x3.0 10 Each 72.50 11450 0 8.10 1 1.6 3 0.00

0.60x0.60x4.5 2 Each 25.00 2544 0 3.00 0.32 0.32 1.28 0.00

4 P.C.C. 1:2:4 for beding 64.62 Cum 427.78 0 0 29.08 0 58.16 0 0.00

5 R.R. 1:6 for protection 320.64 Cum 564.32 0 356.00 0.00 112.22 0 0 0.00

6 P.C.C. 1:4:8 for foundation of protection walls 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 37.68 Cum 302.95 17 0 0.00 0 33.91 0 0.00

8 Flush pointing in 1:2

83.16 Sqm 9.15 0 0 0.00 0.582 0 0 0.00

9 MS Work 59.16 Qtl 0.00 0 0 0.00 0 0 0 62.12

10 Nala Tapping 7 Each 136.50 7973 0 9.24 3.57 8.68 9.66 11.20

11 Gully Pit 20 Each 100.00 17700 0 1.80 8.6 0.6 3 4.00

DEDUCTIONS

12 Manholes Shaft variation

1.00x1.20x1.50 -44.76 m -130.25 -27393 0 -16.11 0 0 0 0

1.00x1.20x3.00 -80.55 m -331.06 -81758 0 -45.91 0 0 0 0

1.00x1.50x4.50 -3.50 m -6.265 -1376 0 -0.805 0 0 0 0

1.00x1.50x6.00 -1.22 m -2.18 -479 0 -0.28 0 0 0 0

13 Sewer Connecting Chamber shaft variation 0.6x0.6x1.5

-7.18 m -12.49 -2743 0 -1.58 0 0 0 0

0.60x0.60x3.0 -10.78 m -18.76 -4118 0 -2.37 0 0 0 0

0.60x0.60x4.5 -1.78 m -4.61 -1184 0 -0.64 0 0 0 0

TOTAL 4657.47 281177 356.00 350.07 155.34 249.04 274.32 137.67

SAY

2329 qtls

562.35 cum or

8435.30 qtl

356.00 cum

7120 qtl

350.07 cum or

5601.12 qtl

155.34 cum or

2485.44 qtl

249.04 cum or

4482.72 qtl

274.32 cum or

4937.76 qtl

138 qtls

Assistant Enginner



Consumption of Material (Pipe etc.)

Sl.No. Description of work Qty Unit Approx. Weight Kg/m

Total weight Kg

1 2 3 4 5 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) 177822.99

2 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

3 D.I. S&S Class K-7

300 mm 195 M 54.18 10565.10

Subtotal (B) 85130.09

4 Other Misc. 10% of Sub Total B 8513.009

Total 271466.09

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

7 Mis. Items such as sluice gate, grating for Nala taping etc. L.S 2400.00

Total 47397.00

Say 474 Qtl

Assistant Engineer


ABSTRACT OF COST FOR RISING MAIN FROM TILOTH VILLAGE PUMPING STATION TO GRAVITY MANHOLE AND APPURTENANT WORKS


1 2 3 4 5 6

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. ( assuming 50% excavation in soil mix) and remaning 50% in hard rock. (a).0.00to1.50m.BGL

257.60 Cum. 61.65 15881.04

(b)1.50 to 3.00 m.BGL 257.60 Cum. 80.35 20698.16

(c) 3.00 to 4.50 m.BGL 52.71 Cum. 103.25 5442.31

2 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

5823.87 Cum. 330.00 1921877.10

(b) 1.50 to 3.00 m.BGL 946.03 Cum. 363.75 344118.41

(c) 3.00 to 4.50 m.BGL 52.71 Cum. 401.15 21144.62

3 Provide and fix open timbering covering 1/3 of area as per departmental norms. 0-3 m B.G.L.

2596.28 Sqm. 222.60 577931.93

4 same as above but for close timbering 3 - 6 m B.G.L. 93.26 Sqm. 496.75 46326.91


3714.00 Sqm. 40.15 149117.10

(b) Bitumenious 3217.50 Sqm. 40.15 129182.63


568.50 Sqm. 1000.00 568500.00


7 Supply of following size and type pipes including cartage upto departmental store. (a) R.C.C. S&S NP3 (i) 150 mm

1328.00 M. 115.84 153835.52

(ii) 200 mm 323.00 M. 146.17 47212.91

(ii) 250 mm 1163.00 M. 156.00 181428.00

(iii) 300 mm 636.00 M. 240.37 152875.32

(iv) 400 mm 280.00 M. 570.00 159600.00

(v) 500 mm 240.00 M. 680.00 163200.00

(b) C.I. Class LA (i) 150 mm

1009.00 M. 1240.00 1251160.00

(ii) 200 mm 203.00 M. 1810.00 367430.00

(iii) 250 mm 519.00 M. 2440.00 1266360.00

(iv) 500 mm 480.00 M. 6813.24 3270355.20

(c) D.I. Class K7 (i) 300 mm

135.00 M. 2230.00 301050.00

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

953 M. 111.12 105897.36

(ii) 200 mm 157 M. 126.36 19838.52

(ii) 250 mm 433 M. 141.60 61312.80

(iii) 300 mm 91 M. 175.76 15994.16

1.50 - 3.00 m BGL (i) 150 mm

360 M. 118.28 42580.80

(ii) 200 mm 166 M. 134.51 22328.66

(ii) 250 mm 730 M. 150.73 110032.90

(iii) 300 mm 545 M. 187.09 101964.05

(iv) 400 mm 280 M. 214.85 60158.00

(v) 500 mm 150 M. 285.96 42894.00

3.00 - 4.50 m BGL (i) 150 mm

15 M. 125.62 1884.30

(ii) 500 mm 90 M. 303.70 27333.00

(B) C.I. Class LA 0.00-1.50 m BGL (i) 150 mm 639 M. 12.87 8223.93

(ii) 200 mm 133 M. 18.82 2503.06

(ii) 250 mm 274 M. 25.38 6954.12

1.50 - 3.00 m BGL (i) 150 mm 370 M. 13.70 5069.00

(ii) 200 mm 70 M. 20.03 1402.10

(ii) 250 mm 245 M. 27.02 6619.90

(v) 500 mm 480 M. 75.45 36216.00

(C) D.I. Class K7 0.00-1.50 m BGL (i) 300mm 135 M. 21.67 2925.45

9 Baricating of Sewer trenches 12632 M. 32.35 408645.20

10 P.C.C 1:2:4 for bedding in RCC sewer along main Mana road.

0.00-1.50 m BGL 33.3 Cum. 2030.55 67617.32

1.50-3.00 m BGL 116.85 Cum. 2046.04 239079.77

3.00-4.50 m BGL 12.15 Cum. 2066.67 25110.04

11 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 118 Each 10250.00 1209500.00

(b)1.00*1.20m.3.00m deep 110 Each 20400.00 2244000.00

12 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 19 Each 24550.00 466450.00

13 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 -43.59 M. 3570.00 -155616.30

(b)1.00*1.20m.3.00m deep -104.10 M. 5285.00 -550168.50


(a)1.00*1.50 m.4.50 m deep -16.66 M. 2845.00 -47397.70

15 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 50 Each 5950.00 297500.00

(b)0.60*0.60m..3.00m deep 68 Each 10050.00 683400.00

(a)10.60*0.60m..4.50 m deep 13 Each 17400.00 226200.00


(a) 0.60*0.60m.1.50m deep -17.62 Each 2283.00 -40226.46

(b)0.60*0.60m..3.00m deep -68.69 Each 2360.00 -162108.40

(a)10.60*0.60m..4.50 m deep -14.3 Each 3635.00 -51980.50


18 Provision for diversion of path job - 100000.00

19 Provision for disposal of surplus earth from the site of work 2607.37 Cum. 654.00 1705219.98

20 Provision for hiring of godown during the execution of the scheme 36 month 3000.00 108000.00


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

4093.57 Cum. 2.18 2141755.82

23 Provision for protection and repair of Electric and Telephone cable job - 20000.00

24 Provision for making protection walls using R.R. 1:6 as will be needed at site of work

407.49 Cum. 1100.55 448463.12

25 Provision for P.C.C. 1:4:8 for protection

53.89 Cum. 1462.70 78824.90

26 Pointing 1:2 over plateforms for raised manholes.

110.81 Sqm 59.55 6598.74

27 RCC 1:1.5:3 for pillars under open sewer.

37.68 Cum. 4252.45 160232.32

28 MS work for pillars. 59.16 Qtl. 3940.00 233090.40

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

12 Months 10000 120000.00

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 100 Each 200 20000.00

33 Provision for construction of nala tapping arragement 7 Each 130000.00 910000.00

34 Provision for construction of gully pit. 20 Each 18000.00 360000.00

35 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

job - 4098012.96

36 Provision for unforeseen items job - 17537.15

TOTAL 38201524.11

J.E A.E.



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 3 4 5 6 7 8

1 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

1 90 1.00 1.22 109.80 Cum


54.90 Cum

(b) Hard Rock 54.90



1 90 90.00 M

(b) C.I. Specials 10% of above


(a) Air valve double orifice 1 x 1 1 Nos

(b) C.I. Sluice valve 1 x 1 1 Nos

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

1 90 90.00 M

5 Baricating of Sewer trenches 1 x 2 90 180.00 M


(a) Air valve Chamber 1 x 1 1 Nos

(b) Scour valve Chamber 1 x 1 1 Nos

7 Provision for disposal of surplus earth from the site of work 1 90 x 3.14 x 0.11

2/4 = 0.85 Cum

8 Provision for Thrust Block 1mx1mx1m RCC 1:2:4

1 x 5 1 1 1 5.00 Cum

9 Provision for Dismentalling and reistatement of masonary work 1 1 job

10 RR 1:6 for protection work. 1 3 0.9 2 5.4 Cum

10 1 0.9 1 9.0 Cum

Sub Total 14.4 Cum

11 Provision for cartage of material as per attached 1 1 job

12 Unforseen Items 1 1 job

J.E A.E.



DETAIL MESUREMENT OF RISING MAIN FROM SANGAM BAZAR PUMPING STATION TO GRAVITY MANHOLE AND APPURTENANT WORKS


1 2 3 4 5 6 7 8


1 2215 1.00 1.22 2702.30 Cum


1351.15 Cum

(b) Hard Rock 1351.15

2 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 1 1000 1.00 1000.00 Sqm

(b) Bitminous 1 800 1.00 800.00 Sqm

3 Provision for payment of road 1000.00 Sqm

cutting charges for dismentalling of roads to be paid toP.W.D. or NagarPalika. (a) CC road

(b) Bitminous 800.00 Sqm



1 2215 2215.00 M




(b) C.I. Sluice valve 1 x9 9 Nos

(c) Reflux valve 1 x 1 1 Nos


1 2215 2215.00 M




(b) C.I. Sluice valve 1 x9 9 Nos


9 Provision for shifting of water supply mains and connections 1 x 10 10 Nos

10 Provision for disposal of surplus earth from the site of work 1 2215x 3.14 x 0.17

2/4 = 50.25 Cum


1 x 40 1 1 1 40.00 Cum

12 RCC 1:2:4 for pillar 1x40 1.50x 3.14 x 0.402/4 = 7.54 Cum

1x40 0.40x 3.14 x1.002/4 = 12.56 Cum

Sub Total 60.10 Cum

13 RR 1:6 for protection work. 1 30 0.9 1.5 40.50 Cum




J.E A.E.



DETAIL MESUREMENT OF RISING MAIN FROM SANTI BAZAR PUMPING STATION TO GRAVITY MANHOLE AND APPURTENANT WORKS


1 2 3 4 5 6 7 8


1 1452 1.00 1.22 1771.44 Cum


885.72 Cum


2 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 1 150 1.00 150.00 Sqm

(b) Bitminous 1 1100 1.00 1100.00 Sqm

3 Provision for payment of road cutting charges for dismentalling of roads to be paid toP.W.D. or NagarPalika. (a) CC road 150.00 Sqm

(b) Bitminous 1100.00 Sqm



1 1452 1452.00 M



(a) Air valve double orifice 1 x4 4 Nos




1 1452 1452.00 M




(b) C.I. Scour valve Chamber 1 x 6 6 Nos




2/4 = 32.94 Cum


1 x30 1 1 1 30.00 Cum

12 RR 1:6 for protection work. 1 10 0.9 1.5 13.50 Cum

13 Provision for Dismentalling and reistatement of masonary

1 1 job

work



J.E A.E.


DETAIL MESUREMENT OF RISING MAIN FROM TILOTH VILLAGE PUMPING STATION TO GRAVITY MANHOLE AND APPURTENANT WORKS


1 2 3 4 5 6 7 8

1 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

1 460 1.00 1.12 515.20 Cum


257.60 Cum


2 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 1 460 1.00 460.00 Sqm

3 Provision for payment of road 460.00 Sqm

cutting charges for dismentalling of roads to be paid toP.W.D. or NagarPalika. (a) Bitminous



1 460 460.00 M





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

1 460 460.00 M



(a) Air valve Chamber 1 x 2 2 Nos

(b) Scour valve Chamber 1 x 2 2 Nos


10 Provision for disposal of surplus earth from the site of work 1 460 x 3.14 x 0.11

2/4 = 4.37 Cum


1 x 5 1 1 1 5.00 Cum




J.E A.E.


DETAIL MESUREMENT OF RISING MAIN FROM KAILASH ASHRAM AREA PUMPING STATION TO GRAVITY MANHOLE AND APPURTENANT WORKS


1 2 3 4 5 6 7 8


1 667 1.00 1.12 747.04 Cum


373.52 Cum



3 Provision for payment of road cutting charges for dismentalling of roads to be paid toP.W.D. or NagarPalika. (a) Bitminous 667.00 Sqm



1 667 667.00 M





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

1 667 667.00 M






10 Provision for disposal of surplus earth from the site of work 1 667x 3.14 x 0.11/4 = 6.33 Cum


1 x 10 1 1 1 10.00 Cum




J.E A.E.


DETAIL MESUREMENT OF RISING MAIN FROM TAMBAKHANI PUMPING STATION TO GRAVITY MANHOLE AND APPURTENANT WORKS


1 2 3 4 5 6 7 8


1 687 1.00 1.22 838.14 Cum


419.07 Cum



3 Provision for payment of road cutting charges for dismentalling of roads to be paid toP.W.D. or NagarPalika. (a) Bitminous 687.00 Sqm



1 687 687.00 M





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

1 687 687.00 M




(b) C.I. Scour valve Chamber 1 x 2 2 Nos



2/4 = 26.10 Cum


1 x20 1 1 1 20.00 Cum




J.E A.E.



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

Stone Grit Cum Steel and Pipe

Qtl.

10-20 mm

20-40 mm

1 2 3 4 5 6 7 8 9 10 11 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 4.50

4 RR 1:6 14.40 Cum 25.34 5.04 15.84

5 C.I. Pipe 100 mm LA 440 M 19.61

6 CI Specials and Valves 1 Job 1.96

Total

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

Assistant Engineer



CONSUMPTION STATEMENT OF RISING MAIN FROM SANGAM BAZAR TO GRAVITY MANHOLE AND APPURTENANT WORKS


Cement in Bags

Coarse Sand Cum

Fine Sand Cum

Bricks Nos.

Stone Cum


Qtl.

10-20 mm

20-40 mm

1 2 3 4 5 6 7 8 9 10 11 12



9 Each 73.53 9.09 0.99 8280 3.15 5.85 2.16

3 Reflux valve Chamber (1.2x1.0x1.5)

1 Each 8.17 1.01 0.11 920 0.35 0.65 0.24

4 Thrust Block and Pillar PCC/RCC 1:2:4

60.10 Cum 397.86 27.04 54.09 47.10

5 RR 1:6 40.50 Cum 71.28 14.18 44.55

6 C.I. Pipe 150 mm LA 2215 M 708.80


Total

608.03 58.39 1.87 15640 44.55 60.04 11.05 830.86

304 Qtl 934.24

Qtl 29.92 Qtl

31.28 Cum

469.20 Qtl

891 Qtl 1080.72

Qtl 221 Qtl

831 Qtl

Assistant Engineer



CONSUMPTION STATEMENT OF RISING MAIN FROM SANTI BAZAR TO GRAVITY MANHOLE AND APPURTENANT WORKS


Cement in Bags

Coarse Sand Cum

Fine Sand Cum

Bricks Nos.

Stone Cum


Qtl.

10-20 mm

20-40 mm

1 2 3 4 5 6 7 8 9 10 11 12



6 Each 49.02 6.06 0.66 5520 2.10 3.90 1.44

3 Reflux valve Chamber (1.2x1.0x1.5)

1 Each 8.17 1.01 0.11 920 0.35 0.65 0.24


30.00 Cum 198.60 13.50 27.00 23.55

5 RR 1:6 13.50 Cum 23.76 4.73 14.85

6 C.I. Pipe 150 mm LA 1452 M 464.64


Total

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

Assistant Engineer


CONSUMPTION STATEMENT OF RISING MAIN FROM TILOTH VILLAGE TO GRAVITY MANHOLE AND APPURTENANT WORKS


Cement in Bags

Coarse Sand Cum

Fine Sand Cum

Bricks Nos.

Stone Cum


Qtl.

10-20 mm

20-40 mm

1 2 3 4 5 6 7 8 9 10 11 12



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 4.50

5 C.I. Pipe 100 mm LA 460 M 96.60


Total

65.78 6.29 0.44 3680 0.00 5.90 2.60 107.22

33.00 Qtl 100.64

Qtl 7.04 Qtl

7.36 Cum

110.40 Qtl

106.20

Qtl 46.80 Qtl

108 Qtl

Assistant Engineer


CONSUMPTION STATEMENT OF RISING MAIN FROM KAILASH ASHRAM AREA TO GRAVITY MANHOLE AND APPURTENANT WORKS


Cement in Bags

Coarse Sand Cum

Fine Sand Cum

Bricks Nos.

Stone Cum


Qtl.

10-20 mm

20-40 mm

1 2 3 4 5 6 7 8 9 10 11 12



1 Each 8.17 1.01 0.11 920 0.35 0.65 0.24


10.00 Cum 66.20 4.50 9.00

6 C.I. Pipe 100 mm LA 667 M 193.43


Total

98.88 8.54 0.44 3680 0.00 10.40 2.60 213.73

44.50 Qtl 136.64

Qtl 7.04 Qtl

7.36 Cum

110.40 Qtl

891 Qtl 187.20

Qtl 46.80 Qtl

214 Qtl

Assistant Engineer


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

Cum Cum 10-20 mm

20-40 mm

Qtl.

1 2 3 4 5 6 7 8 9 10 11 12



2 Each 16.34 2.02 0.22 1840 0.70 1.30 0.48


20.00 Cum 132.40 9.00 18.00

6 C.I. Pipe 200 mm LA 687 M 323.23


Total

173.25 14.05 0.55 4600 0.00 19.75 3.25 356.75

87.00 Qtl 224.80

Qtl 8.80 Qtl

9.20 Cum

138 Qtl

355.50 Qtl

58.50 Qtl

357 Qtl

Assistant Engineer



ABSTRACT OF COST FOR LAYING OF SEWER AND APPURTENANT WORKS


1 2 3 4 5 6

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. ( assuming 50% excavation in soil mix) and remaning 50% in hard rock. (a).0.00to1.50m.BGL 3227.65 Cum. 61.65 198984.62

(b)1.50 to 3.00 m.BGL 209.57 Cum. 80.35 16838.95


3227.65 Cum. 330.00 1065124.50

(b) 1.50 to 3.00 m.BGL 209.57 Cum. 363.75 76231.09


802.00 Sqm. 222.60 178525.20

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 3215.50 Sqm. 40.15 129102.33


5 Provision for payment of road cutting charges for dismentalling of roads to be paid to P.W.D. or NagarPalika. (a) CC road 3215.50 Sqm. 1000.00 3215500.00



851.00 M. 115.84 98579.84

(ii) 200 mm 461.00 M. 146.17 67384.37

(ii) 250 mm 237.00 M. 156.00 36972.00

(iii) 300 mm 160.00 M. 240.37 38459.20


1379.00 M. 1240.00 1709960.00

(ii) 200 mm 408.00 M. 1810.00 738480.00

(iii) 250 mm 173.00 M. 2440.00 422120.00


195.00 M. 2230.00 434850.00

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 778 M. 111.12 86451.36

(ii) 200 mm 272 M. 126.36 34369.92

1.50 - 3.00 m BGL (i) 150 mm

73 M. 118.28 8634.44

(ii) 200 mm 189 M. 134.51 25422.39

(ii) 250 mm 237 M. 150.73 35723.01

(iii) 300 mm 160 M. 187.09 29934.40

(B) C.I. Class LA 0.00-1.50 m BGL (i) 150 mm 1144 M. 12.87 14723.28

(ii) 200 mm 196 M. 18.82 3688.72

(ii) 250 mm 173 M. 25.38 4390.74

1.50 - 3.00 m BGL (i) 150 mm 235 M. 13.70 3219.50

(ii) 200 mm 212 M. 20.03 4246.36

(C) D.I. Class K7 0.00-1.50 m BGL (i) 300mm 195 M. 21.67 4225.65

7 Baricating of Sewer trenches 7728 M. 32.35 250000.80

8 P.C.C 1:2:4 for bedding in RCC sewer along main Mana road.

0.00-1.50 m BGL 2385 Cum. 2030.55 4842861.75

1.50-3.00 m BGL 4077 Cum. 2046.04 8341705.08


(a)1.00*1.20m.1.50m deep 154 Each 10250.00 1578500.00

(b)1.00*1.20m.3.00m deep 85 Each 20400.00 1734000.00


(a)1.00*1.50 m.4.50 m deep 4 Each 24550.00 98200.00

(b) 1.00*1.5m. 6.00 m deep 1 Each 31850.00 31850.00


(a)1.00*1.20m.1.50m deep -44.76 M. 3570.00 -159793.20

(b)1.00*1.20m.3.00m deep -80.55 M. 5285.00 -425706.75


(a)1.00*1.50 m.4.50 m deep -3.50 M. 2845.00 -9957.50

(b) 1.00*1.5m. 6.00 m deep -1.22 M 3030.00 -3696.60


(a) 0.60*0.60m.1.50m deep 27 Each 5950.00 160650.00

(b)0.60*0.60m..3.00m deep 10 Each 10050.00 100500.00

(a)10.60*0.60m..4.50 m deep 2 Each 17400.00 34800.00


(a) 0.60*0.60m.1.50m deep -7.18 Each 2283.00 -16391.94

(b)0.60*0.60m..3.00m deep -10.78 Each 2360.00 -25440.80

(a)10.60*0.60m..4.50 m deep -1.78 Each 3635.00 -6470.30


16 Provision for diversion of path job - 50000.00

17 Provision for disposal of surplus earth from the site of work 1644.83 Cum. 654.00 1075718.82

18 Provision for hiring of godown during the execution of the scheme 24 month 3000.00 72000.00


20 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 2062.33 Cum. 2.18 1079011.06

21 Provision for protection and repair of Electric and Telephone cable job - 20000.00

22 Provision for making protection walls using R.R. 1:6 as will be needed at site of work 320.64 Cum. 1100.55 352880.35


38.89 Cum. 1462.70 56884.40

24 Pointing 1:2 over plateforms for raised manholes.

83.16 Sqm 59.55 4952.18

25 RCC 1:1.5:3 for pillars under open sewer.

37.68 Cum. 4252.45 160232.32

26 MS work for pillars. 59.16 Qtl. 3940.00 233090.40

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 100 Each 200 20000.00

30 Provision for construction of nala tapping arragement 7 Each 130000.00 910000.00

31 Provision for construction of gully pit. 20 Each 18000.00 360000.00

32 Provision for unforeseen items job - 12056.90

TOTAL 33270000.00

J.E A.E.


ABATEMENT OF POLLUTION OF RIVER ALAKNANDA AT DEVPRAYAG I&D

ABSTRACT OF COST FOR LAYING OF SEWER AND APPURTENANT WORKS


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. ( assuming 50% excavation in soil mix) and remaning 50% in hard rock. (a).0.00to1.50m.BGL 3227.65 Cum.

(b)1.50 to 3.00 m.BGL 209.57 Cum.


3227.65 Cum.

(b) 1.50 to 3.00 m.BGL 209.57 Cum.


802.00 Sqm.


3215.50 Sqm.

(b) Bitumenious 974.50 Sqm.


3215.50 Sqm.

(b) Bitumenious 974.50 Sqm.


851.00 M.

(ii) 200 mm 461.00 M.

(ii) 250 mm 237.00 M.

(iii) 300 mm 160.00 M.


1379.00 M.

(ii) 200 mm 408.00 M.

(iii) 250 mm 173.00 M.


195.00 M.

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 M.

(ii) 200 mm 272 M.

1.50 - 3.00 m BGL (i) 150 mm

73 M.

(ii) 200 mm 189 M.

(ii) 250 mm 237 M.

(iii) 300 mm 160 M.

(B) C.I. Class LA 0.00-1.50 m BGL (i) 150 mm 1144 M.

(ii) 200 mm 196 M.

(ii) 250 mm 173 M.

1.50 - 3.00 m BGL (i) 150 mm

235 M.

(ii) 200 mm 212 M.

(C) D.I. Class K7 0.00-1.50 m BGL (i) 300mm 195 M.

10 Baricating of Sewer trenches 7728 M.

11 P.C.C 1:2:4 for bedding in RCC sewer along main road.

0.00-1.50 m BGL 23.85 Cum.

1.50-3.00 m BGL 40.77 Cum.


(a)1.00*1.20m.1.50m deep 154 Each

(b)1.00*1.20m.3.00m deep 85 Each


(a)1.00*1.50 m.4.50 m deep 4 Each

(b)1.00*1.50 m.6.00m deep 1 Each


(a)1.00*1.20m.1.50m deep -44.76 M.

(b)1.00*1.20m.3.00m deep -80.55 M.


(a)1.00*1.50 m.4.50 m deep -3.50 M.

(b)1.00*1.50 m.6.00m deep -1.22 M.


(a) 0.60*0.60m.1.50m deep 27 Each

(b)0.60*0.60m..3.00m deep 10 Each

(a)10.60*0.60m..4.50 m deep 2 Each


(a) 0.60*0.60m.1.50m deep -7.18 Each

(b)0.60*0.60m..3.00m deep -10.78 Each

(a)10.60*0.60m..4.50 m deep -1.78 Each

16 Provision for shifting of water supply mains and connections 100 Each

17 Provision for diversion of path job -

18 Provision for disposal of surplus earth from the site of work 1644.83 Cum.

19 Provision for hiring of godown during the execution of the scheme 24 month

20 Provision for cartage of material as per attached

21 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 2062.33 Cum.

22 Provision for protection and repair of Electric and Telephone cable job -

23 Provision for making protection walls using R.R. 1:6 as will be needed at site of work 320.64 Cum.


38.89 Cum.

Raised pointing 1:2 over plateforms for raised manholes.

83.16 Sqm

RCC 1:1.5:3 for pillars under open sewer.

37.68 Cum.

MS work for pillars. 59.16 Qtl.

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 100 Each

Gully pit Each

Nall Tapping Each

Ventelating column Each

KC Drain M

32 Provision for unforeseen items job -

TOTAL 0.00

J.E A.E.


ABSTRACT OF COST FOR CARTAGE OF MATERIALS


1 Provision of cartage of following material from Jogiwala store to site store at DEvprayag by truck load distance 355 km

(a) RCC/ CI. Pipes/ D.I pipes/ steels

Qtl

(b) Cement Qtl


(a) R.C.C. manhole covers etc.

Qtl

(b) Bricks. Qtl

(c) Sand from Birahi 80 Km Qtl


(a) Stone Cum

(b) Stone ballast Cum


(a) Bricks Cum

(b) Sand

5 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

Qtl

(b) Cement Qtl

6 Provision for cartage of unforeseen items

TOTAL 0.00

Assistant Enginner



DETAIL OF SURPLUS EARTH

SL NO

DESCRIPTION Qty. Unit Calculation Qty. In Cum

1 2 3 4 5 6

1 (a) R.C.C. S&S NP3 (i) 150 mm 851.00 M 3.14 x 0.25

2 x 851/4 = 41.75

(ii) 200 mm 461.00 M 3.14 x 0.302 x 461/4 = 32.57

(ii) 250 mm 237.00 M 3.14 x 0.352 x 237/4 = 22.79

(iii) 300 mm 160.00 M 3.14 x 0.402 x 160/4 = 20.10


1379.00 M 3.14 x 0.172 x 1379/4 = 31.28

(ii) 200 mm 408.00 M 3.14 x 0.22

2 x 408/4 = 15.50

(iii) 250 mm 173.00 M 3.14 x 0.27

2 x 173/4 = 9.90


195.00 M 3.14 x 0.322 x 195/4 = 15.68

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 85 Each 85 x 1.70 x 1.90 x 3.40= 933.47

Arch type Manhole

(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

(d)1.00*1.50 m.6.00 m deep 1 Each 1 x 2.50 x 2.0 x 2.50= 12.50

1 x 1.06 x 1.06 x 3.90= 4.38

Sewer Connection Chamber

(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 10 Each 10 x 1.06 x 1.06 x 3.40 = 38.20

(c)1.00*1.50 m.4.50 m deep 2 Each 2 x 1.06 x 1.06 x 4.90= 11.01

3 PCC for Bedding 64.62 Cum 64.62

4 Less for shaft variation

Slab type Manhole

(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 -1.22 M. (-)1.22 x 1.06 x 1.06 = -1.37

Sewer Connection Chamber

(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 = -12.11

(c)1.00*1.50 m.4.50 m deep -1.78 M. (-)1.78 x 1.06 x 1.06 = -2.00

Total 1644.83

Assistant Engineer



DETAIL OF PROTECTION WORK

SL NO

DESCRIPTION No. L B H Total Unit

1 2 3 4 5 6 7 8

1 (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

1 100.00 (1.2+0.6)/2 3.00 270.00 Cum

(C) Same as above but for plateform for raised manholes.

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 Cum

Total 320.64 Cum

2 PCC 1:4:8 for base of above. 1 100.00 1.20 0.15 18.00 Cum

5 2.00 1.50 0.40 6.00 Cum

PCC 1:4:8 for Top of above. 1 100.00 0.60 0.15 9.00 Cum

PCC 1:4:8 for base of pillars 50 3.14 x 1.002 /4 x 0.15 = 5.89 Cum

Total 38.89 Cum

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

Total 83.16 Cum

4 RCC 1:1.5:3 for pillars for open sewer. Assuming 0.4 m dia and 3.50 m average height.

50 3.5 x 3.14 x 0.402 /4 = 0.44 21.98 Cum

For base 50

0.40 x 3.14 x 1.002 /4 =

0.314 15.70 Cum

Total 37.68 Cum

5 MS work for above @ 2%

37.68 x 2/100 x 78.5= 59.16 59.16 Qtl

Total 59.16 Qtl

Assistant Engineer

4.DESIGN OF RISING MAINS:

A)FROM BHAJAN ASHRAM SEWAGE PUMPING STATION

Design period 30 Years

a)Average discharge to be pumped 206.28 KLD

Or 143.25 LPM

Or 2.39 LPS

b)Peak discharge to be pumped 618.84 KLD

Or 429.75 LPM

Or 7.16 LPS 1Average Pumping over the years 75% of the theoritical quantity to be

pumped

2.Overall efficiency of the Pumping plants 50%

3. Rate of Power per Unit charge Rs 3.00/Unit

4.Present worth of capital accumulated @10% simple interest at the end of 15 years for each Rs.1=

7.606

5.Cost of power consumption for 408 lpm discharge = 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



Or 82.50 LPM

Or 1.38 LPS


Or 247.50 LPM


pumped




7.606

5.Cost of power consumption for 401.85 lpm discharge = 82.50X24X365.24X3.00X0.75X0.746 4500X0.50

539.49 Say 540

Table showing economical size is attached C)FROM MAIN SEWAGE PUMPING STATION



Or 1699.50 LPM

Or 28.33 LPS


Or 5098.50 LPM


pumped




7.606

5.Cost of power consumption for 624.83 lpm discharge = 1699.50X24X365.24X3.00X0.75X0.746 4500X0.50

11113.46 Say 11114

Table showing economical size is attached

DEHRADUN BRANCH SEWERAGE SCHEME

FOR

EXTENTION OF SEWER IN 56 SUBHASH ROAD

GENERAL ABSTRACT OF COST AND SCHEDULE OF DISBURSEMENT

Sl.No. Description Amount RS.

1 2 3

1 Cost of sewer laying 425000

Subtotal 425000

Total 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 Item Rate Karanprayag

1 Unskilled Labour - --- Beldar, Chaukidar, Waterman, Majdoor, Helper, Safai Nayak.Bhisti 92.00 92.00

2 Semi Skilled Labour ----- Hole driller, Rock cutter 112.00 112.00

3 Skilled Labour --- Mistri, Mason, Carpanter, Blacksmith, Plumber,painter,welder. 163.00 163.00

4 Other Labours

a) Man with mule 215.00 215.00

b) Addtional mule 130.00 130.00

5 Trackter Trolly 680.00 680.00

6 Drill machine Driller 163.00 163.00

7 Sweeper 120.00 120.00

8 Hand Pump Mistri 163.00 163.00

9 Coolie 92.00 92.00

10 Sweeper (For Simple works) 92.00 92.00

11 Cleaner 92.00 92.00

Approved material rate by M.D. pey jal nigam Dehradun vide letter no. 3626/samigri dated 30/9/06

1 Bricks M100 From Dehradun 2300 / 1000 N0

Bricks M100 From Haridwar 2100 / 1000 N0

Bricks M100 From Rishikesh 2200 / 1000 N0

2 Cement 250 / Bag

3 Cement White 560 / Bag

4 MS Flat 3000 / Qtl

Tor Steel TMT

8 mm dia to 25 mm dia 3700 / Qtl

5 Coarse Sand 280 /Cum

6 Fine Sand 250 /Cum

7 Stone

For Building work 260 /Cum

For site development 230 /Cum

8 Bllast/Grit

10 - 20 mm 380 /Cum

20 - 40 mm 310 /Cum

25 - 50 mm gauge 275 /Cum

40 - 63 mm gauge 230 /Cum

Split Boulder 100 - 150 mm 180 /Cum

River Boulder 190 /Cum

RIver Bed Material 230 /Cum

9 Stone Crushed Grit

10 - 20 mm 380 /Cum

20 - 40 mm 360 /Cum

10 Lime 500 /Qtl

Total

Add 10% for CP

Sub Total

Difference in labour rate / sqm=

488.95/90=5.432

Hence New rate=

15 Closed timbering (0-3.0)

Detail for 90 sqm

Material

Polling boards 7.2

Walers 1.69

Ballies 72

For 5 Times

For 1 Time

Net Cost of Material (Deduct 25% as salvage value)

a)labour for fixing

Carpenter 5 Each

Mazdoor 10 Each

Spikes

b) labour for Dismentling

Carpenter 2.5 Each

Mazdoor 5 Each

Sundries

Sub Total

Total

Add 10% for CP

Sub Total

Rate/Sqm 27889.97/90=309.89

say

16 Closed timbering (3.00-6.00)

Detail for 90 sqm

Material

Polling boards 9

Walers 2.02

Ballies 72

For 5 Times

For 1 Time

Net Cost of Material (Deduct 25% as salvage value)

a)labour for fixing

Carpenter 7.5 Each

Mazdoor 15 Each

Spikes


Carpenter 3.75 Each

Mazdoor 7.5 Each

Sundries

Sub Total

Total

Add 10% for CP

Sub Total

Rate/Sqm 35301.86/90=392.24

say

17 Dismentling of all type of road surface

a) Bituminuous

Detail for 10 Sqm

Labour Beldar 4

Sundries job

Total

10% CP

Total

Hence rate per sqm=

18 Dismentling of all type of road surface

a) Cement Concrete

Rate as above

19 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 14.47

b) labour Fitter 0.5

Junior Fitter 0.5

Beldar 4

Testing and sundries job

Total

Add 10% for CP

Total

Hence rate per quintal= 683.05/14.47=

Therefore rate for various dia DI pipe

300 mm 47.20x0.56

Add cartage 0.56x53.04x0.5=

total

SAY

Rates for depth (1.5 to 3.00)

6.45 % Extra As above







20 PCC 1:2:4 cement,sand and aggregates 20mm

Labour Detail for 10cum

a) Materials

1 cement 64.5

2 Coarse sand 4.5

3 20mm aggregates

9

b)labour

1 Mistri 0.5

2 Mason 1.5

3 Beldar 14

4 Coolie 14

5 Bhisti 7

6 Black Smith 0.5

7 Sundries job

Total (Labour)

Total

Add 10% CP

Total

Grand total

Hence Rate/Cum

Add Cartage

Cement 6.45x11.05=

sand 0.45x1519.80=

shingle 0.90x771.00=

total

21 same as above but 1.50-3.00

rate as above

add 3% on labour

total

say


rate as above

add 3% on labour

total

say


rate as above

add 3% on labour

total

say


rate as above

add 3% on labour

total

say

25 RCC 1:2:4 cement,sand and aggregates20mm


i)Same as PCC 1:2:4

ii)Black Smith for binding 14

iii)Cost of binding wire

Add 10% CP

total

Hence Rate/Cum

26 PCC 1:4:8 cement,sand and aggregates 20-40 mm


a) Materials

1 cement 34.5

2 Coarse sand 4.8

3 20mm aggregates

9.4

b)labour

1 Mistri 0.5

2 Mason 1.5

3 Beldar 14

4 Coolie 14

5 Bhisti 7

6 Black Smith 0.5

7 Sundries job

Add 10% CP

Grand total

Hence Rate/Cum

Add Cartage

Cement 3.45x11.05=

sand 0.48x1519.80=

shingle 0.94x771.0=

total

27 Same as above but 1.50-3.00m BGL

Rate as above

Add 3% extra on labour

total

say

28 Same as above but 3.00-4.50m BGL

Rate as above


total

say

29 Same as above but 4.50-6.00 m BGL

Rate as above


total

say


Rate as above


total

say

31 RCC 1:1.5:3 for T Beam, Slab and Column


a) Materials

1 cement 85.75

2 Coarse sand 4.5

3 20mm aggregates

9

b)labour

1 Mistri 0.5

2 Mason 1.5

3 Beldar 14

4 Coolie 14

5 Bhisti 7

6 Black Smith 0.5

7 Sundries job

Total (Labour)

Cost of Centering Shuttring with Extra Labour

Black Smith 14

Cost of Binding Wire

Add 10% CP

Total

Hence Rate/Cum

Add Cartage

Cement 8.58x11.05=

sand 0.45x1519.80=

Grit 0.90x1613.40=

total

32 RCC 1:1.5:3 for footing


a) Materials

1 cement 85.75

2 Coarse sand 4.5

3 20mm aggregates

9

b)labour

1 Mistri 0.5

2 Mason 1.5

3 Beldar 14

4 Coolie 14

5 Bhisti 7

6 Black Smith 0.5

7 Sundries job

Total (Labour)


Black Smith 14

Cost of Binding Wire

Add 10% CP

Total

Hence Rate/Cum

Add Cartage

Cement 8.58x11.05=

sand 0.45x1519.80=

Grit 0.90x1613.40=

total

For Depth (1.5 - 3.0) Add 3 % Extra on Labour

For Depth (3.0 - 4.5) "

For Depth (4.5 - 6.0) "

For Depth (6.0 - 7.5) "

33 RR Stone masonary in 1:6

Detail for 2.83 cum

a)Material

Stone 3.12

Local Sand 0.99

Cement 5

b) labour

Mistri 0.1

Mason 3

Beldar 3

Stone dressor 1

Coolies 3

Bhisties 0.5

Sundries job

CP

TOTAL

RATE/CUM 3465.42/2.83

cement 1.76x11.05=

sand 0.35x771.00=

stone 1.1x771=

total

34 Dismentling of stone masonary or cc

As per PWD schedule 452

Detail per Cum

labour Beldar 2

Coolie 1

T&P Job

Total

Add 10% for CP

Total

35 Disposal of Surplus earth from site of work 1/2 km

rate/q for head load cartage 44.2

Hence rate for disposal of surplus earth/cum 44.20x0.50x16=353.6

36 Extra cartage of excavated earth by head load

Rate/cum/m

37 Shifting of water supply mains and connection

Detail of cost for 1 m

i) materials

ferrul 3mm to 6 mm

1

Elbow 15 mm 3

Socket 15 mm 3

Pipe 1

White lead etc job

Total

ii) Earth work in excavation 2.7

iii)Labour Junior Fitter 0.5

Mazdoor 1

Total

Add 10% for CP

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 50

Wastage 2.50%

Total

Add 10% CP

Total

Labour

Blacksmith 1

Coolie 1

T&P Job

Total

Add 10%CP

Total

RATE /QTL (1804.0+342.10)x2=

SAY

add cartage

Steel 1.05x22.10=

Total

Say

39 MS Work in heavy sections

Detail for 50Kg

Material

Steel 50

Wastage 2.50%

Total

Add 10% CP

Total

Labour

Blacksmith 1

Hammerman 1

Coolie 1

Hoisting and welding Job

Coal and t&p Job

Total

Add 10%CP

Total

RATE /QTL (2029.50+624.36)x2=

SAY

add cartage

Steel 1.05x22.10=

Total

say

40 BW 1:5 in plinth and foundation

Detail for 10 cum

a)Materials

Cement 15

sand 2.5

Bricks 5000

b)labour

Mistri 0.5

Mason 8

Mazdoor 8

Coolie 8

Bhisties 2

T&P etc job

TOTAL

Add 10%CP

Total

Rate/cum=

Add cartage

cement1.50x11.05=

sand0.25x771.0=

Bricks 1x3027.75=

total

say

41 Same as above but 1.50-3.00 m

Rate as above

Add 3% Extra on labour=

total

say


Rate as above


total

say


Rate as above


total

say


Rate as above


total

say


Detail for 10 cum

a)Materials

Cement 22.5

sand 2.25

Bricks 5000

SUBTOTAL

b)labour

Mistri 0.5

Mason 8

Mazdoor 8

Coolie 8

Bhisties 2

T&P etc job

SUBTOTAL

Add 10%CP

Total

Rate/cum=

Add cartage

cement2.25x11.05=

sand0.225x771.0=

Bricks 1x3027.75=

total

say

46 Same as above butr 1.50-3.00 m

Rate as above


total

say


Rate as above


total

say


Rate as above


total

say

49 PC Plaster 12 mm thick1:3

Detail for 10sqm

Material

Cement 1.45

Sand 0.15

SUBTOTAL

Labour

Racking and washing surface

Mason 0.25

Coolie 0.25

Bhisties 0.1

Plastering

Mason 0.75

Coolie 0.75

Bhisties 0.25

Scafolding job

Total

10%CP

Total

Rate/SQM

Cartage

cement 0.14x11.05=

sand 0.015x771.0=

Rate/SQM

Say

50 Flush Pointing 1:2

Detail for 10sqm

Material

Cement 0.6

Sand 0.04

SUBTOTAL

Labour


Mason 1.75

Coolie 1.75

Bhisties 0.35

Total

10%CP

Total

Rate/SQM

Deduction

Mason 0.33

Coolie 0.33

Total

10%CP

Total

Deduction/Sqm

Over all Rate/Sqm

Cartage

cement 0.06x11.05=

sand 0.044x771.0=

Rate/SQM

Say


Rate as above


total

say

52 Same as above but3.00-4.50 m BGL

Rate as above


total

53 Supply of all material T&P and disilting of existing drain including disposal of malwa

Labour

Mazdoor 2

For disposal Job

T&P

Total

10%CP

Total

SAY

54 Fixing of steps

For 10 nos

Material

Cement,sand grit Job

Labour

Mason 1

Mazdoor 1

Sundries

Total

10%CP

Total

Rate/footstep=

Say

Cutting of D.I. Pipe 300 mm dia

Detail for 1 Cut for 200 mm dia

Labour

Fitter 0.16666667

Beldar 0.16666667

Sundries

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.

Rate per M for DI pipe 300 mm Dia (56 kg/M) 47.18 x 0.56

56 Desmentilling of 150 mm dia RCC sewer line

Details for 30 m

Mason 2

Majdor 4

Sundries

Add 10 % CP

Rate per M

57 Desmentilling of Brick work/Stone Work

Details for 10 Cum

Majdor 7

Coolie 7

Sundries

Add 10 % CP

Rate per Cum

58 Desmentilling of CC Flooring

Details for 10 Sqm

Majdor 1

Coolie 1

Sundries

Add 10 % CP

Rate per Sqm

59 Desmentilling of RCC

Details for 10 Cum

Majdor 14

Coolie 14

Blacksmith 3.33

Sundries

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) (V.K. Gupta) (ML Raj)

JE AE 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 Rate/Qtl/Km for

cement/sand by pucca

road

Rate/Qtl/Km for cement/sand by

Kaccha road

Rate/Qtl/Km for Pipe/Steel by pucca road

Rate/Qtl/Km for

Pipe/Steel by Kaccha

road

1 0.00 - 8 3.08 4.10 3.70 4.92

2 9.00 - 30.0 0.97 1.29 1.16 1.54

3 31-110 0.69 0.92 0.83 1.10

4 111-150 0.59 0.78 0.71 0.94

5 151-200 0.58 0.77 0.70 0.93

CARTAGE RATES FOR DEOPRAYAG

Sl no

Item Calculation Rates Unit

1 Cartage by head load for 1 chain

Labour

Coolie 2 92.00 184.00

Add 10 % C.P. 18.40

202.40

Rate/m/Cum 202.40 /2.83/30 2.38

2 Cartage by head load for cement and steel

Coolie 0.33 92.00 30.36

Add 10 % C.P. 3.04

33.40

Rate/Qtl/Km 33.40 /.508/1.6 41.09

Say 41.10

3 Cartage by head load for Pipe and steel etc

Rate as above 41.10

20 % Extra 8.22

49.32

4 Site rates

a Cartage of bricks from Rishikesh to site of work

By truck = 70 km x

500 x 0.03 x 0.58 609.00

By head load = 300 m x

1 x 2.38 714.00

Total 1323.00 1323.00 /cum b Cartage of Cement

from Jogiwala to site of work

By truck = 115 km x

0.5 x 0.58 33.35

By head load = 0.5 km x

0.5 x 41.10 10.28

Total 43.63 43.63 /bag c Cartage of local

sand/coarse sand

By truck from Rishikest to Deoprayag =

70 km x

16 x 0.97

1086.40

By head load = 300 m x

1 x 2.38 714.00

Total 1800.40 1800.40 /cum d Cartage of Stone Grit

By truck from query to Deoprayg =

10 km x

18 x 0.69

124.20

By head load = 300 m 1 x 2.38 714.00

x

Total = 838.20 838.20 /cum e Cartage of stone By head load = 300 m

x 1 x 2.38

714.00 714.00 /cum f Cartage of Steel/Pipe

from raiwala to site of work

Rate( 43.63 x 2) 87.25

Add 20% Extra 17.45

Total 104.70 104.70 /Qtl

SITE RATES FOR DEOPRAYAG SEWERAGE

Sl no Item Analysis

1 Excavation for sewer trenchesin soil mixed 0-1.50 m BGL


1 Mistri 0.5 Each 163 81.50

2 Beldar 40 Each 92 3680.00

3 Coolie 15 Each 92 1380.00

4 Black Smith 0.5 Each 163 81.50

5 Sundries job LS 75.61

Total 5298.61

Add 10% CP 529.86

Total 5828.48

Hence Rate/Cum 58.28

Say 58.30

Extra over above in soil mix with shingle


1 Beldar 7 Each 92 644.00



Total 810.46

Add 10% CP 81.05

Total 891.51

Hence Rate/Cum 8.92

Say 8.90

Hence Over all Rate= 58.30 + 8.90 = 67.20

say 67.20

2 Excavation for sewer trenchesin soil mixed 1.50-3.00m BGL

Labour Detail for 100 cum

1 Mistri 0.75 Each 163 122.25

2 Beldar 46 Each 92 4232.00

3 Coolie 21 Each 92 1932.00


5 T&P Basket etc job LS 169.92

Sundries job LS 84.96

Total 6663.38

Add 10% CP 666.34

Total 7329.72


say 73.30



1 Beldar 11 Each 92 1012.00



Total 1297.40

Add 10% CP 129.74

Total 1427.14



3 Excavation for sewer trenches in soil mixed 3.00-4.50m BGL


1 Mistri 1 Each 163 163.00

2 Beldar 54 Each 92 4968.00

3 Coolie 28 Each 92 2576.00

4 Black Smith 1 Each 163 163.00

5 Bhisti 1 Each 92 92.00



Total 8369.81

Add 10% CP 836.98

Total 9206.79


say 92.10



1 Beldar 15 Each 92 1380.00



Total 1801.34

Add 10% CP 180.13

Total 1981.47



4 Excavation for sewer trenches in soil mixed 4.50 -6.00 m BGL


1 Mistri 2.5 Each 163 407.50

2 Beldar 74 Each 92 6808.00

3 Coolie 35 Each 92 3220.00


5 Bhisti 1.75 Each 92 161.00



Total 12204.52

Add 10% CP 1220.45

Total 13424.97


say 134.20

5 Excavation for sewer trenches in soil mixed 6.00 -7.50 m BGL


1 Mistri 3 Each 163 489.00

2 Beldar 70 Each 92 6440.00

3 Coolie 50 Each 92 4600.00


5 Bhisti 2.5 Each 92 230.00



Total 12819.12

Add 10% CP 1281.91

Total 14101.03


Extra over above

Labour

1 Mazdoor 18 Each 92 1656.00


3 Sundries LS 542.89

2280.39

Add 10% CP 228.04

Total 2508.43


Ovel All Rate/Cum 141.01 + 25.08 = 166.09

6 Excavation for sewer trenches in Hard rock by cheiselling 0.00-1.50m BGL


1 Mistri 6 Each 163 978.00

special labour for rock cutting 60 Each 112 6720.00

2 Beldar 160 Each 92 14720.00

Cheiseller 25 Each 112 2800.00

3 Coolie 65 Each 92 5980.00




Total 33195.52

Add 10% CP 3319.55

Total 36515.07


say 365.20


Rate as above 365.20

Add extra on labour

1 Mistri 1.75 Each 163 285.25

2 special labour for rock cutting 12 Each 112 1344.00

3 Cheiseller 5 Each 112 560.00




Total 3697.92

Add 10% CP 369.79

Total 4067.72


total rate 365.20 + 40.68 = 405.88

say 405.90



Add extra on labour

1 Mistri 3.5 Each 163 570.50


3 Mazdoor 7 Each 92 644.00





Total 7771.88

Add 10% CP 777.19

Total 8549.07


total rate 365.20 + 85.49 = 450.69

say 450.70



Add extra on labour

1 Mistri 5 Each 163 815.00


3 Mazdoor 16 Each 92 1472.00



6 T&P Basket job LS 1699.20

etc


Total 12452.40

Add 10% CP 1245.24

Total 13697.64


total rate 365.20 + 136.98 = 502.18

say 502.20

10

Open timbering covering 1/3 area

Schedule rate as per previous approved rate 228.15

Add Difference in labour rates

Detail for 90 sqm

a)labour for fixing

Carpenter 4 Each

209-135 28 112.00

Mazdoor 2.5 Each 118-74 18 45.00


Carpenter 2 Each

209-135 28 56.00

Mazdoor 4 Each 118-74 18 72.00

Total 285.00

Add 10% for CP 28.50

Sub Total 313.50

Difference in labour rate / sqm=

313.50 /90 = 3.48

Hence New rate= 231.63

11

Closed timbering (0-3.0)

Detail for 90 sqm

Material

Polling boards 7.2 Cum

15000

108000.00

Walers 1.69 Cum

22000 37180.00

Ballies 72 M 45.00 3240.00

For 5 Times

148420.00

For 1 Time 29684.00

Net Cost of Material (Deduct 25% as salvage value) 22263.00

a)labour for fixing

Carpenter 5 Each 163 815.00

Mazdoor 10 Each 92 920.00

Spikes LS 166.52


Carpenter 2.5 Each

163.00 407.50

Mazdoor 5 Each 92.00 460.00

Sundries LS 40.78

Sub Total 2809.80

Total 25072.80

Add 10% for CP 2507.28

Sub Total 27580.08

Rate/Sqm 27580.08 /90 = 306.45

say 306.40

12

Closed timbering (3.00-6.00)

Detail for 90 sqm

Material

Polling boards 9 Cum

15000

135000.00

Walers 2.02 Cum

22000 44440.00

Ballies 72 M 45.00 3240.00

For 5 Times

182680.00

For 1 Time 36536.00

Net Cost of Material (Deduct 25% as salvage value) 27402.00

a)labour for fixing

Carpenter 7.5 Each 163 1222.50


Spikes LS 237.04


Carpenter 3.75 Each

163.00 611.25

Mazdoor 7.5 Each 92.00 690.00

Sundries LS 118.94

Sub Total 4259.73

Total 31661.73

Add 10% for CP 3166.17

Sub Total 34827.91

Rate/Sqm 34827.91 /90 = 386.98

say say 387.00

13

Dismentling of all type of road surface

a) Bituminuous

Detail for 10 Sqm

Labour Beldar 4 Each 92 368.00


Total 384.99

10% CP 38.50

Total 423.49

Hence rate per sqm= 42.35

say 42.30

14

Dismentling of all type of road surface

a) Cement Concrete

Rate as above 42.30

15

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


a)Cartage

pipe@32 m of 33kg/m=1056 kg

collars 16 [email protected]=1.12qtl

b) Materials

cement 0.704 bag 180 126.72

Coarse sand 0.05 cum 285 14.25

Spun Yarn 1.6 kg 20 32.00

c)Labour

Mistri 1 Each 154 154.00

Mason 3 Each 154 462.00


Bhisties 1 Each 84 84.00

Watchmen 3 Each 84 252.00

d)Miscellaneous

i)Excavation below invert job LS 184.80

ii) Testing job LS 134.40

iii) Sundries job LS 235.20

Total 2183.37

Add 10% for CP 205.67

Total 2389.04

Rate /m= 2389.04/32 74.66

say 74.65

site rate add cartage

cement 0.704 bag/32 @29.49/bag=

0.65

sand0.05cum/32x957.80/cum=

1.49

pipe etc0.33x90.96= 30.02

Site rate 106.81

say 106.80

16

Same as above but 1.50-3.00 m BGL


add 6.45% extra on labour

4.46

total 111.26

say 111.25

mailto:pipe@32%20m%20of%2033kg/m=1056%20kg

mailto:sand0.05cum/[email protected]/cum=

17

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 14.47 qtl

b) labour Fitter 0.5 Each 163 81.50

Junior Fitter 0.5 Each 112 56.00

Beldar 4 Each 92 368.00

Testing and sundries job LS 59.47

Total 564.97


Total 621.47

Hence rate per quintal = 621.47

/14.47 = 42.95

say 42.90

Therefore rate for various dia DI pipe

300 mm 42.90 x 0.56 24.02

Add cartage = 0.56 x 49.32 0.5 13.81

total 37.83

say 37.80


6.45 % Extra As above 40.24







15

PCC 1:2:4 cement,sand and aggregates 20mm


a) Materials

1 cement 64.5 bag 250 16125.00

2 Coarse sand 4.5 cum 280 1260.00

3 20 mm aggregates 9 cum 380 3420.00

20805.00

b)labour

1 Mistri 0.5 Each 163 81.50

2 Mason 1.5 Each 163 244.50

3 Beldar 14 Each 92 1288.00

4 Coolie 14 Each 92 1288.00




Total (Labour) 4001.32

Total 8681.32

Add 10% CP 868.13

Total 13550.78

Grand total 25674.46


say 2567.40

Add Cartage

Cement 6.45 x 43.63 = 281.38

sand 0.45 x

1800.40 = 810.18

shingle 0.90 x 714.00 = 642.60

total 4301.56

say 4301.60

16

same as above but 1.50-3.00

rate as above 4301.60

add 3% on labour 12.00

total 4313.60

say say 4313.60

17




total 4325.60

say 4325.60

18




total 4337.60

say say 4337.60

19




total 4349.60

say 4349.60

20

RCC 1:2:4 cement,sand and aggregates 20mm


i)Same as PCC 1:2:4 43016.00

ii)Black Smith for binding 14 Each 163 2282.00

iii)Cost of binding wire LS 2162.23

4444.23

Add 10% CP 444.42

total 47904.66


say 4790.50

21

PCC 1:4:8 cement,sand and aggregates 20-40 mm


a) Materials

1 cement 34.5 bag 250 8625.00

2 Coarse sand 4.8 cum 280 1344.00

3 20mm aggregates 9.4 cum 310 2914.00

b)labour 12883.00

1 Mistri 0.5 Each 163 81.50

2 Mason 1.5 Each 163 244.50

3 Beldar 14 Each 92 1288.00

4 Coolie 14 Each 92 1288.00




Total 4001.32

Add 10% CP 825.93

Grand total 1662.29


say 178.87

Add Cartage

Cement 3.45 x 43.63 = 150.51

sand 0.48 x

1800.40 = 864.19

shingle 0.94 x 714.00 = 671.16

total 1864.73

say 1864.70

22

Same as above but 1.50-3.00m BGL


Add 3% extra on labour 12.00

total 1876.70

say 1876.70

23

Same as above but 3.00-4.50m BGL



total 1888.70

say say 1888.70

24




total 1900.70

say say 1900.70

25




total 1912.70

say say 1912.70

26

RCC 1:1½ :3 for T Beam, Slab and Column


a) Materials

1 cement 85.75 bag 250 21437.50

2 Coarse sand 4.5 cum 280 1260.00

3 20mm aggregates 9 cum 380 3420.00

26117.50

b)labour

1 Mistri 0.5 Each 163 81.50

2 Mason 1.5 Each 163 244.50

3 Beldar 14 Each 92 1288.00

4 Coolie 14 Each 92 1288.00






LS 2760.00

Black Smith 14 Each 163 2282.00

Cost of Binding Wire LS 2548.80

Add 10% CP 1627.21

Total 39336.84


say 3933.70

Add Cartage

Cement 8.58 x 43.63 = 374.30

sand 0.45 x

1800.40 = 810.18

Grit 0.9 x 714.00 = 642.60

total 5760.78

say 5760.80

27

RCC 1:1½ :3 for footing


a) Materials

1 cement 85.75 bag 250 21437.50

2 Coarse sand 4.5 cum 280 1260.00

3 20mm aggregates 9 cum 380 3420.00

26117.50

b)labour

1 Mistri 0.5 Each 163 81.50

2 Mason 1.5 Each 163 244.50

3 Beldar 14 Each 92 1288.00

4 Coolie 14 Each 92 1288.00






LS 2548.80

Black Smith 14 Each 163 2282.00

Cost of Binding Wire LS 2548.80

16060.92

Add 10% CP 1606.09

Total 39104.52


say 3910.50

Add Cartage

Cement 8.58 x 43.63 = 374.30

sand 0.45 x

1800.40 = 810.18

Grit 0.9 x 714.00 = 642.60

total 5737.58

say 5737.60

For Depth (1.5 - 3.0) Add 3 % Extra on Labour 5749.60

For Depth (3.0 - 4.5) " 5761.61

For Depth (4.5 - 6.0) " 5773.61

For Depth (6.0 - 7.5) " 5785.62

28

RR Stone masonary in 1:6

Detail for 2.83 cum

a)Material

Stone 3.12 cum 260 811.20

Local Sand 0.99 cum 250 247.50

Cement 5 bag 250 1250.00

b) labour 2308.70

Mistri 0.1 Each 163 16.30

Mason 3 Each 163 489.00


Stone dressor 1 Each 112 112.00

Coolies 3 Each 92 276.00

Bhisties 0.5 Each 92 46.00


1257.78

Add 10 % CP 231.65

1489.43

TOTAL 3798.13

RATE/CUM 3798.13 /2.83 = 1342.09

cement 1.760 x 43.63 = 76.78

sand 0.350 x

1800.40 = 630.14

stone 1.100 x

1800.40 = 1980.44

total 4029.45

say 4029.50

29

Dismentling of stone masonary or cc

As per PWD schedule 452

Detail per Cum

labour Beldar 2 92 184.00

Coolie 1 92 92.00

T&P Job LS 8.50

Total 284.50


Total 312.95

say 312.90

30

Disposal of Surplus earth from site of work 1/2 km

rate/q for head load cartage 41.10

Hence rate for disposal of surplus earth/cum 41.10 x 0.5 16 328.80

31

Extra cartage of excavated earth by head load

Rate/cum/m 2.38

32

Shifting of water supply mains and connection


i) materials

ferrul 3mm to 6 mm 1 Each 60 60.00

Elbow 15 mm 3 Each 8 24.00

Socket 15 mm 3 Each 3 9.00

Pipe 1 m 35 35.00

White lead etc job LS 8.50

Total 136.50

ii) Earth work in excavation

2.7 cum 62.85 169.70

iii)Labour Junior Fitter 0.5 Each 112 56.00


Total 148.00


Total 162.80

iv) Bailing out of water etc including Dismentling &relaying of GI Pipe 15 mm dia as per site condition

job LS 203.90

Total i+ii+iii+iv = 672.90

say 672.90

33 MS Work in RCC

Detail for 50Kg

Material

Steel 50 KG 37 1850.00

Wastage 2.50% 46.25

Total 1896.25

Add 10% CP 189.63

Total 2085.88

Labour

Blacksmith 1 Each 163 163.00

Coolie 1 Each 92 92.00

T&P Job LS 25.49

Total 280.49

Add 10%CP 28.05

Total 308.54

RATE /QTL 2085.88 + 308.54 )x 2 = 4788.82

SAY say 4788.80

add cartage

Steel = 1.05 x 104.70 109.94

Total 4898.74

Say say 4898.70

34 MS Work in heavy sections

Detail for 50Kg

Material

Steel 50 KG 37 1850.00

Wastage 2.50% 46.25

Total 1896.25

Add 10% CP 189.63

Total 2085.88

Labour

Blacksmith 1 Each 163 163.00

Hammerman 1 Each 92 92.00


Hoisting and welding Job LS 135.94

Coal and t&p Job LS 25.49

Total 508.42

Add 10%CP 50.84

Total 559.27

RATE /QTL 2085.88 + 559.27 )x 2 = 5290.28

say 5290.30

add cartage

Steel = 1.05 X 43.63 )x 2 = 91.61

Total 5381.91

say 5381.90


Detail for 10 cum

a)Materials

Cement 15 bag 180 2700.00

sand 2.5 cum 250 625.00

Bricks 5000 nos 2.3 11500.00

14825.00

b)labour

Mistri 0.5 each 163 81.50

Mason 8 163 1304.00

Mazdoor 8 92 736.00

Coolie 8 92 736.00

Bhisties 2 92 184.00

T&P etc job LS 84.96

TOTAL 3126.46

Add 10%CP 1525.15

Total 19476.61

Rate/cum= 1947.66

Add cartage

cement = 1.5 X 43.63 = 65.44

sand = 0.25 X

1800.40 = 450.10

Bricks = 1 X

1323.00 = 1323.00

total 3786.20

say 3786.20

36

Same as above but 1.50-3.00 m


Add 3% Extra on labour= 9.38

total 3795.58

say 3795.60

37




total 3804.98

say say 3805.00

38




total 3814.38

say say 3814.40

39




total 3823.78

say 3823.80


Detail for 10 cum

a)Materials

Cement 22.5 bag 250 5625.00

sand 2.25 cum 250 562.50

Bricks 5000 nos 2.2 11000.00

SUBTOTAL 17187.50

b)labour

Mistri 0.5 each 163 81.50

Mason 8 each 163 1304.00

Mazdoor 8 each 92 736.00

Coolie 8 each 92 736.00

Bhisties 2 each 92 184.00

T&P etc job LS 84.96

SUBTOTAL 3126.46

Add 10%CP 1468.90

Total 21782.86

Rate/cum= 2178.29

Add cartage

cement2.25x11.05= 2.25 X 43.63 = 98.16

sand0.225x771.0= 0.225 X

1800.40 = 405.09

Bricks 1x3027.75= 1 X

1323.00 = 1323.00

total 4004.53

say 4004.50

41

Same as above butr 1.50-3.00 m



total 4013.88

say say 4013.90

42

Same as above but in 3.00-4.50 m



total 4023.28

say say 4023.30

43

Same as above but in 4.50-6.00 m



total 4032.68

say say 4032.70

44

PC Plaster 12 mm thick 1:3

Detail for 10 sqm

a)Material

Cement 1.45 bag

250.00 362.50

Sand 0.15 cum 250 37.50

SUBTOTAL 400.00

b)Labour


Mason 0.25 Each 163 40.75

Coolie 0.25 Each 92 23.00


Plastering

Mason 0.75 Each 163 122.25



Scafolding job LS 8.50

Total 295.70

10%CP 33.32

Total 729.02

Rate/SQM 72.90

Cartage

cement = 0.14 x 43.63 = 6.11

sand = 0.015 x

1800.40 = 27.01

Rate/SQM 106.02

say 106.00

45




total 106.89

46




total 107.77

47




total 108.66

48

Flush Pointing 1:2

Detail for 10sqm

a)Material

Cement 0.6 bag 250 150.00

Sand 0.04 cum 250 10.00

SUBTOTAL 160.00

b)Labour


Mason 1.75 Each 163 285.25

Coolie 1.75 Each 92 161.00


SUBTOTAL 478.45

10%CP 48.85

Total 687.30

Rate/SQM 68.73

Deduction

Mason 0.33 Each 163 53.79


Total 84.15

10%CP 8.42

Total 92.57

Deduction/Sqm 9.26

Over all Rate/Sqm 59.47

Cartage

cement = 0.06 x 43.63 = 2.62

sand = 0.044 x

1800.40 = 79.22

Rate/SQM 141.31

say 141.30

49




total 142.48

say 142.50

50




total 143.67

51 Fixing of steps

For 10 nos

Material

Cement,sand grit Job LS 101.95

Labour

Mason 1 Each 163 163.00


Sundries LS 40.78

Total 397.73

10%CP 39.77

Total 437.51

Rate/footstep= 43.75

Say say 43.80

53 Cutting of D.I. Pipe 300 mm dia

Detail for 1 Cut for 200 mm dia

Labour

Fitter 0.167 Each 163 27.17

Beldar 0.167 Each 92 15.33

Sundries L.S. 25.49

67.99

Add 10 % C.P. 6.80

Total 74.79

Cost for 300 mm dia pipe 300 / 200 74.79 112.18

say 112.20

54

Laying and Jointing 300 mm dia D.I. pipe

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


Sundries L.S 62.02

567.52

Add 10 % CP 56.75

624.27

Rate/qtl 43.14

Rate per M for DI pipe 300 mm Dia (56 kg/M) 43.14 X 0.56 = 24.16

56

Desmentilling of 150 mm dia RCC sewer line

Details for 30 m

Mason 2 Each 163 326.00

Majdor 4 Each 92 368.00

Sundries L.S. 211.55

905.55

Add 10 % CP 90.56

996.11

Rate per M 33.20

57

Desmentilling of Brick work/Stone Work

Details for 10 Cum



Sundries L.S. 10.00

1298.00

Add 10 % CP 129.80

1427.80

Rate/Cum 142.78

say 142.80

58

Desmentilling of CC Flooring

Details for 10 Sqm



Sundries L.S. 10.00

194.00

Add 10 % CP 19.40

213.40

Rate/Cum 21.34

say 21.30

59

Desmentilling of RCC

Details for 10 Cum



Blacksmith 3.33 Each 163 542.79

Sundries L.S. 10.00

3128.79

Add 10 % CP 312.88

3441.67

Rate/Cum 344.17

say 344.20

60

Carting and Recarting

Rate/Cum = 240 m x 2.38 571.20

Prepared by: Lead varified and

recommended for approval:

Checked: Approved:

(A.S. Bisht) (Sanjeev

Kumar) (ML Raj) (VC Purohit)

JE AE Tec. Asst. EE

UNIT ESTIMATE

Sl no Item Analysis

Quantity Unit Rate Amount Manhole slab type

(1.0x1.20x1.50)

1(i) Excavation in mixed soil Depth (0-1.5 m) 5.17 Cum 58.30 301.41 (1.5-3.0) 1.03 Cum 73.30 75.50 (ii) PCC 1:4:8 with 40 mm stone

ballast (1.5-3.0m) 0.69 Cum 1876.70 1293.05 (iii) PCC 1:2:4 with 20 mm gauge

stone ballast Depth (0-1.5 m) 0.26 Cum 4301.60 1109.81 (1.5-3.0) 0.12 Cum 4313.60 517.63 (iv) Brick work 1:3 for arch 0.01 Cum 4004.50 48.05 (v) Brick work 1:5 1.64 Cum 3786.20 6209.37 (vi) 12 mm thick plaster 1:3 4.70 Sqm 106.00 498.20 (vii) RCC slab 1:1.5:3 0.31 Cum 5760.80 1762.80 (viii) Iron work in RCC slab 25.00 Kg 48.99 1224.68 (ix) Fixing 56x56 cm MH cover

and frame 1.00 No L.S. 238.38 (x) Provide and fix CI footsteps 3.00 No 43.80 131.40 (xi) Unforseen items 331.9x 92 /99 308.43 13718.72 say 14000.00 Manhole slab type

(1.0x1.20x3.0)

1 Excavation in mixed soil Depth (0-1.5 m) 10.13 Cum 58.30 590.58 (1.5-3.0) 6.60 Cum 73.30 483.78 (3.0-4.5) 1.76 Cum 92.10 162.10 2 PCC 1:4:8 with 40 mm stone

ballast (3.0-4.5m) 1.32 Cum 1888.70 2493.08 3 PCC 1:2:4 with 20 mm gauge

stone ballast 0.00 Depth (0-1.5 m) 0.10 Cum 4301.60 408.65 (1.5-3.0) 0.16 Cum 4313.60 703.12 (3.0-4.5) 0.12 Cum 4325.60 519.07 4 Brick work 1:3 for arch 0.01 Cum 4004.50 48.05 5 Brick work 1:5 Depth (0-1.5 m) 1.53 Cum 3786.20 5789.10 (1.5-3.0) 3.24 Cum 3795.60 12297.74 6 12 mm thick plaster 1:3 Depth (0-1.5 m) 5.72 Cum 106.00 606.32 (1.5-3.0) 5.72 Cum 106.89 611.39 7 RCC slab 1:1.5:3 0.30 Cum 5760.80 1728.24 8 Iron work in RCC slab 25.00 Kg 48.99 1224.68 9 Fixing 56x56 cm MH cover

and frame 1.00 No L.S. 238.38 10 Provide and fix CI footsteps 8.00 No 43.80 350.40

11 Unforseen items 363.68x 92 /99 337.97 Total 28592.66 Say 30900.00 Manhole Arch type

(1.0x1.20x6.0) 1 Excavation in mixed soil Depth (0-1.5 m) 19.89 Cum 58.30 1159.59 (1.5-3.0) 14.79 Cum 73.30 1084.11 (3.0-4.5) 10.44 Cum 92.10 961.52 (4.5-6.0) 6.84 Cum 134.20 917.93 (6.0-7.50) 2.05 Cum 166.09 340.49 2 PCC 1:4:8 with 40 mm stone

ballast (6.0-7.50m) 1.37 Cum 1912.70 2620.40 3 PCC 1:2:4 with 20 mm gauge

stone ballast Depth (0-1.5 m) 0.15 Cum 4301.60 645.24 (3.0-4.5) 0.20 Cum 4325.60 865.12 (6.0-7.50) 0.23 Cum 4349.60 978.66 4 Brick work 1:3 for arch (3.0-4.5) 0.58 Cum 4023.30 2333.51 (4.5-6.0) 0.11 Cum 4032.70 443.60 5 Brick work 1:5 Depth (0-1.5 m) 0.99 Cum 3786.20 3748.34 (1.5-3.0) 1.18 Cum 3795.60 4478.81 (3.0-4.5) 1.01 Cum 3805.00 3843.05 (4.5-6.0) 2.68 Cum 3814.40 10222.59 (6.0-7.50) 0.34 Cum 3823.80 1300.09 6 20 mm thick pointing 1:2 Depth (3.0-4.5 m) 1.87 Cum 143.67 268.66 7 RCC slab 1:1.5:3 Depth (0-1.5 m) 0.02 Cum 5760.80 138.26 (1.5-3.0) 0.04 Cum 5749.60 206.99 8 Iron work in RCC slab 12.10 Kg 48.99 592.74 9 Fixing 56x56 cm MH cover

and frame 1.00 No L.S. 238.38 10 Provide and fix CI footsteps 18.00 No 43.80 788.40 11 12 mm thick plaster 1:3

Depth (0-1.5 m) 3.16 Cum 106.00 334.96 (1.5-3.0) 3.75 Cum 106.89 400.83 (3.0-4.5) 6.36 Cum 107.77 685.44 (4.5-6.0) 6.14 Cum 108.66 667.18 12 Unforseen items 531x 92 /99 493.45 40758.34 Manhole Arch type

(1.0x1.20x4.5) 1 Excavation in mixed soil Depth (0-1.5 m) 14.79 Cum 58.30 862.26 (1.5-3.0) 10.44 Cum 73.30 765.25 (3.0-4.5) 6.84 Cum 92.10 629.96 (4.5-6.0) 1.82 Cum 134.20 244.24

2 PCC 1:4:8 with 40 mm stone ballast (4.5-6.0m) 1.37 Cum 1900.70 2603.96

3 PCC 1:2:4 with 20 mm gauge stone ballast

Depth (0-1.5 m) 0.15 Cum 4301.60 645.24 (3.0-4.5) 0.20 Cum 4325.60 865.12 (4.5-6.0) 0.23 Cum 4337.60 975.96 4 Brick work 1:3 for arch (1.5-3.0) 0.58 Cum 4013.90 2328.06 (3.0-4.5) 0.11 Cum 4023.30 442.56 5 Brick work 1:5 Depth (0-1.5 m) 0.99 Cum 3786.20 3748.34 (1.5-3.0) 1.01 Cum 3795.60 3833.56 (3.0-4.5) 2.68 Cum 3805.00 10197.40 (4.5-6.0) 0.34 Cum 3814.40 1296.90 6 20 mm thick pointing 1:2 Depth (3.0-4.5 m) 1.96 Cum 143.67 281.58 7 RCC slab 1:1.5:3 Depth (0-1.5 m) 0.02 Cum 5760.80 138.26 (1.5-3.0) 0.04 Cum 5749.60 206.99 8 Iron work in RCC slab 12.10 Kg 48.99 592.74 9 Fixing 56x56 cm MH cover

and frame 1.00 No L.S. 238.38 10 Provide and fix CI footsteps 13.00 No 43.80 569.40 11 12 mm thick plaster 1:3 Depth (0-1.5 m) 3.16 Cum 106.00 334.96 (1.5-3.0) 6.36 Cum 106.89 679.80 (3.0-4.5) 6.14 Cum 107.77 661.73 12 Unforseen items 475x 92 /99 441.41 33584.08 SAY 36600.00 Shaft Variation

(1.0x1.20x1.50)

1 Excavation Depth (0-1.5 m) 3.45 Cum 58.30 201.14 Brick work 1:5 Depth (0-1.5 m) 1.22 Cum 3786.20 4619.16 2 Plaster 1:3 4.4 Sqm 106.00 466.40 3 Footsteps 2 No 43.80 87.60 Total 5374.30 Say 6300.00 Shaft Variation

(1.0x1.20x3.0)

1 Excavation Depth (1.5-3.0 m) 4.40 Cum 73.30 322.52 Brick work 1:5 Depth (1.5-3.0 m) 2.03 Cum 3795.60 7705.07 2 Plaster 1:3 (1.5-3.0 m) 4.4 Sqm 106.89 470.30 3 Footsteps 2 No 43.80 87.60 Total 8585.49 Say 10200.00

Shaft Variation (1.0x1.20x4.5) Arch type

1 Excavation Depth (3.0-4.5 m) 4.56 Cum 92.10 419.98 Brick work 1:5 Depth (3.0-4.5 m) 0.79 Cum 3805.00 2990.73 2 Plaster 1:3 (3.0-4.5 m) 2.5 Sqm 107.77 269.44 3 Footsteps 2 No 43.80 87.60 3767.74 Shaft Variation

(1.0x1.20x6.0) Arch type

1 Excavation Depth (4.5-6.0 m) 4.56 Cum 134.20 611.95 Brick work 1:5 Depth (4.5-6.0 m) 0.79 Cum 3814.40 2998.12 2 Plaster 1:3 (4.5-6.0 m) 2.5 Sqm 108.66 271.65 3 Footsteps 2 No 43.80 87.60 3969.32 Prepared by: Lead varified and

recommended for approval:

Checked: Approved:

(S.K. Verma) (V.K. Gupta) (ML Raj) (VC Purohit)

JE AE Computer EE

SITE RATES FOR BADRINATH SEWERAGE

Sl no Item Analysis

Quantity Unit Rate Amount

Connecting Chamber (0.6x0.6x6.0)

1(i) Excavation in mixed soil

Depth (0-1.5 m) 13.50 Cum 58.30 787.05

(1.5-3.0) 9.38 Cum 73.30 687.55

(3.0-4.5) 6.00 Cum 92.10 552.60

(4.5-6.0) 3.38 Cum 134.20 453.60

(6.0-7.50) 0.90 Cum 166.09 149.49

(ii) PCC 1:4:8 with 40 mm stone ballast (6.0-7.5m) 0.68 Cum 1912.70 1291.07

(iii) PCC 1:2:4 with 20 mm gauge stone ballast

Depth (0-1.5 m) 0.10 Cum 4301.60 408.65

(1.5-3.0)

(3.0-4.5)

(4.5-6.0) 0.04 Cum 4337.60 173.50

(6.0-7.50) 0.04 Cum 4349.60 173.98

(iv) Brick work 1:3 for arch(4.5-6.0) 0.01 Cum 5643.50 67.72

(v) Brick work 1:5

Depth (0-1.5 m) 1.07 Cum 3786.20 4051.23

(1.5-3.0) 1.15 Cum 3795.60 4364.94

(3.0-4.5) 1.99 Cum 3805.00 7571.95

(4.5-6.0) 1.97 Cum 3814.40 7514.37

(6.0-7.50) 0.13 Cum 3823.80 497.09

(vi) 12 mm thick plaster 1:3

Depth (0-1.5 m) 3.36 Cum 106.00 356.16

(1.5-3.0) 3.60 Cum 106.89 384.79

(3.0-4.5) 3.60 Cum 107.77 387.99

(4.5-6.0) 3.12 Cum 108.66 339.02

(6.0-7.50)

(ix) Fixing 56x56 cm MH cover and frame 1.00 No L.S. 238.38

(x) Provide and fix CI footsteps 18.00 No 43.80 788.40

(xi) Unforseen items 376.3x 92 /99 349.69

31589.25



Depth (0-1.5 m) 9.38 Cum 58.30 546.85

(1.5-3.0) 6.00 Cum 73.30 439.80

(3.0-4.5) 3.38 Cum 92.10 311.30

(4.5-6.0) 0.90 Cum 134.20 120.78



Depth (0-1.5 m) 0.10 Cum 4301.60 408.65

(1.5-3.0)

(3.0-4.5)

(4.5-6.0) 0.04 Cum 4337.60 173.50

(6.0-7.50) 0.04 Cum 4349.60 173.98


(v) Brick work 1:5

Depth (0-1.5 m) 1.07 Cum 3786.20 4051.23

(1.5-3.0) 1.15 Cum 3795.60 4364.94

(3.0-4.5) 1.97 Cum 3805.00 7495.85

(4.5-6.0) 0.33 Cum 3814.40 1258.75


Depth (0-1.5 m) 3.36 Cum 106.00 356.16

(1.5-3.0) 3.60 Cum 106.89 384.79

(3.0-4.5) 3.12 Cum 107.77 336.26




22941.17



Depth (0-1.5 m) 3.20 Cum 58.30 186.56

(1.5-3.0) 2.38 Cum 73.30 174.45

(3.0-4.5) 0.48 Cum 92.10 44.21



Depth (0-1.5 m) 0.10 Cum 4301.60 408.65

(1.5-3.0) 0.04 Cum 4313.60 172.54

(3.0-4.5) 0.04 Cum 4325.60 173.02


(v) Brick work 1:5

Depth (0-1.5 m) 1.07 Cum 3786.20 4051.23

(1.5-3.0) 1.12 Cum 3795.60 4251.07

(3.0-4.5) 0.08 Cum 3805.00 304.40


Depth (0-1.5 m) 3.36 Cum 106.00 356.16

(1.5-3.0) 3.12 Cum 106.89 333.49




Total 11970.92

Say 13400.00



Depth (0-1.5 m) 2.38 Cum 58.30 138.75

(1.5-3.0) 0.48 Cum 73.30 35.18



Depth (0-1.5 m) 0.04 Cum 4301.60 154.86

(1.5-3.0) 0.14 Cum 4313.60 603.90


(v) Brick work 1:5

Depth (0-1.5 m) 1.06 Cum 3786.20 4013.37

(1.5-3.0) 0.08 Cum 3795.60 303.65


Depth (0-1.5 m) 2.88 Cum 106.00 305.28




Total 6722.30

Say 7300.00

Shaft Variation (0.6x0.6x3.0)

1 Excavation

Depth (1.5-3.0 m) 1.59 Cum 58.30 92.70

Brick work 1:5

Depth (1.5-3.0 m) 0.76 Cum 3795.60 2884.66

2 Plaster 1:3 (1.5-3.0 m) 2.4 Sqm 106.89 256.53

3 Footsteps 2 No 43.80 87.60

Total 3321.48

Say 3900.00

Shaft Variation (0.6x0.6x1.5)

1 Excavation

Depth (0.0-1.5 m) 1.59 Cum 58.30 92.70

Brick work 1:5

Depth (0.0-1.5 m) 0.76 Cum 3786.20 2877.51

2 Plaster 1:3 (0.0-1.5 m) 2.4 Sqm 106.00 254.40

3 Footsteps 2 No 43.80 87.60

Total 3312.21

Say 3900.00

Prepared by: Lead varified and recommended for

approval:

Checked: Approved:

(Yasbeer Mall) (Sanjeev Kumar)

(ML Raj) (VC Purohit)

JE AE Computer EE

DEVPRAYAG SEWARAGE SCHEME

ABATEMENT OF POLLUTION OF RIVER GANGA AT DEVPRAYAG

I & D

1.0

TECHNICAL NOTES

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

Where P = Present population

= P + ni

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)

Where i = Year in decade % rate of increase

n

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

Population for the year 2026 = 2769 (1. 12762)

= 3122

2.5

Population for the year 2041= 2769(1. 12762)

= 3739

4

C.

= 4476

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



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. Population in Year 2011 2026 2041

1- Permanent Population 3122 3739 4476 2- Additional population adopted

due to construction on Dam 7000 7000 7000

Total 10122 10739 11476 3- Floating population @ 20% 2024 2147 2295 Total 12146 12886 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.

A.

PUMPING PLANTS

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



:-




i.e. Peak/2 = 1623.87/2 = 811.935 kld = 563.84 lpm Say 600.00 lpm






Head calculation

1. Static head - 52.00 + 5.00 = 57.00 M



Total =90.00 M

C. SANTI BAZAR PUMPING STATION



:-




i.e. Peak/2 = 2525.91/2 = 1262.955 kld = 877 lpm Say 900.00 lpm






Head calculation

1. Static head - 21.00 + 5.00 = 26.00 M



Total = 33.68 M Say 34 M

6.

A.

DESIGN OF SUMP

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 24x60

= 4.59 KL

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 24x60

= 36.72 KL

Adopting 3.50 M dia sump depth of storage = 36.72/(3.502

Say 4.00 M

Minimum depth required for submersible pumping plants = 1 M

x3.14/4) = 3.81 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



:-

1. Storage capacity for 3.75 min = 1735.99x3.75 24x60

= 4.52 KL



Thus Storage capacity for 30 min = 1735.99x30 24x60

= 36.16 KL


Say 4.00 M


x3.14/4) = 3.76 M



C. AT SANGAM BAZAR PUMPING STATION



:-

1. Storage capacity for 3.75 min = 2699.25 x 3.75 24x60

= 7.03 KL



Thus Storage capacity for 30 min = 2699.25 x30 24x60

= 56.23 KL


Say 4.00 M


x3.14/4) = 3.53 M



Assistant Engineer

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

TOTAL - 354.94

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

Cost of Scheme

submitted with 8% Centage

Remark

1. Land Acquisition 28.25 0.00 Amount to be provided by State Govt

2- LCS 56.70 54.53 Approved vide letter no. J-17011/4/97-NRCD-II, dated 17.12.98

3- RFD 5.67 3.22 Approved vide letter no. J-17011/3/97-NRCD-II, dated 01.5.98

4- I & D 264.22 57.61 Approved vide letter no. J-17011/6/03-NRCD-II, dated 16.9.04 (Annexure -3)

5- S.T.P. 11.34 143.96 Submitted in 02/03 6- P.P. 5.67 4.50 Approved vide letter no. J-

12.12/6/2003-NRCD-II, dated 25.8.04

7- Afforetation 2.27 0.00 Not required may be deffered

8- Crematoria 3.40 0.00 Not required may be deffered

9 SWM 5.67 0.00 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/Ganga-

Srinagar/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. Population in Year 2011 2026 2041

1- Permanent Population 3122 3739 4476 2- Additional population adopted

due to construction on Dam 7000 7000 7000

Total 10122 10739 11476 3- Floating population @ 20% 2024 2147 2295 Total 12146 12886 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

MANHOLE

DIAMETER OF

SEWER IN MM

SIZE OF

MANHOLE

DEPTH OF

SEWER

Slab type 150 to 500 mm dia

600 to 900mm dia

1.00 x 1.20 M

1.25x1.50 M

Up to 3.00 M

Arch type 150 to 500 mm dia

600 to 900 mm dia

1.00 x 1.50 M

1.25 x 1.50 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.

DESCRIPTION OF ITEMS QUANTITY

1) RCC NP3 (S & S) 150 mm dia 200 mm dia 250 mm dia 300 mm dia

851.00 M 461.00 M 237.00 M 160.00 M

2) C.I Pipe class LA (S & S) 150 mm dia 200 mm dia 250 mm dia

1379.00 M 408.00 M 173.00 M

3) D.I Pipe class K-7 (S & S) 300 mm dia

195.00 M

4) 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. 5) 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.

6) i) Nala Tapping arrangement 7 Nos. ii) Gully pits 20 Nos.

7) 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.

8) Rising mains

i) From Bah Bazaar SPS 100 mm CI class LA 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 9) 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

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