7/28/2019 Est of Chute Fall on Kuwa Branch Canal

1/28

1 2 3 4 5 6

CH: 14.750 CH: 6.150 CH: 0.175 CH: 7.276 CH: 7.426 CH: 0.150

S.No Description Unit Qtty Qtty Qtty Qtty Qtty Qtty

1 EW

Hard Soil Cum 213.877 127.180 104.694 27.856 65.695 23.385

Soft Rock Cum 427.754 254.360 209.387 55.712 131.390 46.770

Hard Rock Cum 1497.141 890.261 732.855 194.991 459.864 163.695

2 Sub Structure

P.C.C Cum

M 15 Conc Cum 69.274 54.847 49.206 11.517 17.662 7.168

3 Super Structure

M 15 Cum 481.066 320.681 268.667 90.622 198.421 55.556

M 20 Cum

M 25 Cum

4 Wearing Coat M Cum 8.405 6.397 9.122 2.163 2.992 0.714

5 HYSD Steel Kg

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

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7 8 9 10 11 12 13

CH: 1.113 CH: 2.137 CH: 0.200 CH: 0.625 CH: 0.735 CH: 0.893 CH: 0.450

Qtty Qtty Qtty Qtty Qtty Qtty Qtty

53.824 46.243 25.771 20.824 20.109 20.081 17.236 766.775

107.648 92.486 51.543 41.648 40.217 40.163 34.471 1533.551

376.769 323.701 180.399 145.768 140.760 140.570 120.650 5367.427

14.031 13.543 7.721 6.640 6.959 6.959 6.502 272.027

155.410 187.566 63.491 46.860 55.092 55.088 50.036 2028.557

1.105 1.589 0.849 0.759 0.719 0.713 0.660 36.187

TOTALS

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

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Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 182.69 179.66 4.25 1.94 3.03

Body wall (2 - 2) to (3 - 3) 2.00 182.69 177.46 4.71 2.93 5.23

2.00 182.69 177.25 4.71 2.93 5.44

2.00 182.69 173.05 4.71 2.93 9.64

2.00 182.69 170.99 4.71 2.93 11.70

At Cistern 1.00 182.69 171.37 2.51 1.60 11.32

1.00 182.69 171.37 2.50 1.60 11.32

1.00 182.69 171.37 2.50 1.60 11.32

1.00 182.69 171.37 2.50 1.60 11.32

1.00 182.69 171.37 2.50 1.60 11.32

D/S wing returns 2.00 182.69 170.99 14.24 2.94 11.70

Hard SoilSoft Rock

Hard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 179.96 179.66 1.99 1.94 0.30

U/s Wing and Return (sec1-1) Base 2.00 179.96 179.66 2.26 1.94 0.30

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 177.76 177.46 4.71 2.93 0.30

At Cistern 1.00 171.67 171.37 2.51 1.60 0.30

1.00 171.67 171.37 2.50 1.60 0.30

1.00 171.67 171.37 2.50 1.60 0.30

1.00 171.67 171.37 2.50 1.60 0.30

1.00 171.67 171.37 2.50 1.60 0.30D/s Cut off wall 1.00 170.99 170.69 0.38 1.60 0.30

D/S wing returns 2.00 171.29 170.99 14.24 2.94 0.30

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 182.69 179.96 4.10 1.07 2.73

182.69 177.76

181.59 177.76

Body Wall (sec2-2, sec3-3) 2.00 1.00 175.69 171.29 4.41 1.57 4.40

D/s Wing and Return (sec1-1) Trapezoidal 2.00 175.69 171.29 14.39 1.57 4.40Apron at crest 1.00 180.19 179.96 4.00 2.40 0.23

apron at chute portion 1.00 180.49 171.67 28.89 1.60 0.23

apron at end sill triangular portion 1.00 173.34 171.67 1.60

DeductionChute Block 1.00 3.00 171.98 171.37 -0.30 0.37 0.61

Basin Block 1.00 2.00 172.30 171.37 -0.30 0.48 0.93

5.00 CC -M 20

Wearing Coat 1.00 171.67 171.52 35.02 1.60 0.15

Unit No LEVEL Length Width Depth /

Height

1.574.412.00

2.79

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

7.0 M CHUTE FALL AT KM 14.750 KM

Body Wall (sec2-2, sec3-3) 3.00 4.38

DETAILED MEAS

S. NO DESCRIPTION

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

4/28

in Cum

49.93

144.35

150.01

266.07

322.79

45.35

45.26

45.26

45.26

45.26

979.24

2138.77

213.88 cum427.75 cum

1497.14 cum

1497.14 cum

2.32

2.63

33.12

1.18

1.18

1.18

1.18

1.180.18

25.12

69.27 cum

23.93

60.67

198.592.16

10.40

4.46

-0.20

-0.27

481.07 cum

8.41 cum

Quantity

181.33

Remarks

REMENTS

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

5/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 196.29 193.26 4.25 1.94 3.03

Body wall (2 - 2) to (3 - 3) 2.00 196.29 191.76 3.31 2.62 4.53

2.00 196.29 190.25 3.31 2.62 6.04

2.00 196.29 188.75 3.31 2.62 7.54

2.00 196.29 187.39 3.31 2.62 8.90

At Cistern 1.00 196.29 187.24 2.97 1.60 9.04

1.00 196.29 187.47 2.50 1.60 8.82

1.00 196.29 187.67 2.50 1.60 8.62

1.00 196.29 187.87 2.50 1.60 8.41

D/S wing returns 2.00 196.29 187.39 12.39 2.76 8.90

Hard Soil

Soft RockHard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 193.56 193.26 1.99 1.94 0.30

U/s Wing and Return (sec1-1) Base 2.00 193.56 193.26 2.26 1.94 0.30

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 192.06 191.76 3.31 2.62 0.30

At Cistern 1.00 188.07 187.24 2.97 1.60 0.83

1.00 188.07 187.47 2.50 1.60 0.60

1.00 188.07 187.67 2.50 1.60 0.40

1.00 188.07 187.87 2.50 1.60 0.20

D/s Cut off wall 1.00 187.39 187.47 0.38 1.60 -0.08

D/s Wing MinSection (sec 4-4) 2.00 187.69 187.39 12.39 2.76 0.30

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 196.29 193.56 4.10 1.07 2.72

196.29 192.06

195.54 192.06

Body Wall (sec2-2, sec3-3) 2.00 1.00 191.79 187.69 3.01 1.41 4.10

D/s Wing and Return (sec1-1) Trapezoidal 2.00 191.79 187.69 12.54 1.48 4.10Apron at crest 1.00 193.79 193.56 4.00 2.40 0.23

apron at chute portion 1.00 194.09 188.07 21.19 1.60 0.23

apron at end sill triangular portion 1.00 189.44 188.07 1.60

Deduction

Chute Block 1.00 2.00 188.44 187.24 -0.30 0.37 1.20

Basin Block 1.00 2.00 188.74 187.47 -0.30 0.50 1.26

5.00 CC -M 20

Wearing Coat 1.00 188.07 187.92 26.65 1.60 0.15

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

4.50M CHUTE FALL AT KM 6.150KM

DETAILED MEAS

S. NO DESCRIPTION LEVEL Length

3.01 1.41 3.85

1.88

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 3.00

Unit No

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

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in Cum

49.93

78.42

104.47

130.53

153.98

42.98

35.26

34.46

33.66

608.11

1271.80

127.18 cum

254.36 cum890.26 cum

890.26 cum

2.32

2.63

20.77

3.92

2.38

1.58

0.78

-0.05

20.5154.85 cum

23.93

34.70

151.942.16

7.63

3.00

-0.27

-0.38320.68 cum

6.40 cum

REMENTS

97.97

Quantity Remarks

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

7/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 207.09 203.86 4.54 2.06 3.22

Body wall (2 - 2) to (3 - 3) 2.00 207.09 202.71 2.61 2.58 4.38

2.00 207.09 201.55 2.61 2.58 5.54

2.00 207.09 200.40 2.61 2.58 6.69

2.00 207.09 199.39 2.61 2.58 7.69

At Cistern 1.00 207.09 199.41 2.32 2.70 7.68

1.00 207.09 199.59 2.00 2.70 7.50

1.00 207.09 199.76 2.00 2.70 7.33

1.00 207.09 199.96 3.00 2.70 7.13

1.00 207.09 199.41 0.23 2.70 7.68

D/S wing returns 2.00 207.09 199.39 11.54 2.64 7.69

Hard SoilSoft Rock

Hard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 204.16 203.86 1.99 2.06 0.30

U/s Wing and Return (sec1-1) Base 2.00 204.16 203.86 2.55 2.06 0.30

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 203.01 202.71 2.61 2.58 0.30

At Cistern 1.00 200.07 199.41 2.32 2.70 0.66

1.00 200.07 199.59 2.00 2.70 0.48

1.00 200.07 199.76 2.00 2.70 0.31

1.00 200.07 199.96 3.00 2.70 0.11

D/s Cut off wall 1.00 199.39 199.41 0.23 2.70 -0.02D/s Wing MinSection (sec 4-4) 2.00 199.69 199.39 11.54 2.64 0.30

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 207.09 204.16 4.39 1.13 2.93

207.09 203.01

206.51 203.01

Body Wall (sec2-2, sec3-3) 2.00 1.00 203.59 199.69 2.31 1.39 3.90

D/s Win and Return sec1-1 Tra ezoidal 2.00 203.59 199.69 11.39 1.42 3.90Apron at crest 1.00 204.39 204.16 5.40 2.70 0.23

apron at chute portion 1.00 204.69 200.07 17.66 2.70 0.23

apron at end sill triangular portion 1.00 201.04 200.07 2.70

Deduction

Chute Block 1.00 4.00 200.44 199.41 -0.30 0.37 1.03Basin Block 1.00 3.00 200.70 199.59 -0.30 0.50 1.11

5.00 CC -M 20

Wearing Coat 1.00 200.07 199.92 22.52 2.70 0.15

3.00

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00

DESCRIPTION

0.94

Length

2.31 1.39 3.79

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

3.50 M CHUTE FALL AT KM 0.175KM

DETAILED MEAS

S. NO No LEVELUnit

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

8/28

in Cum

60.33

58.99

74.54

90.10

103.63

48.08

40.47

39.56

57.71

4.66

468.87

1046.94

104.69 cum209.39 cum

732.86 cum

732.86 cum

2.46

3.15

16.16

4.10

2.57

1.65

0.85

-0.0118.28

49.21 cum

29.02

25.01

125.993.28

10.73

2.54

-0.46-0.50

268.67 cum

9.12 cum

Quantity Remarks

73.04

REMENTS

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

9/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 193.12 191.20 2.38 1.27 1.93

Body wall (2 - 2) to (3 - 3) 2.00 193.12 190.16 2.67 1.74 2.96

2.00 193.12 189.13 2.67 1.74 3.99

2.00 193.12 188.10 2.67 1.74 5.02

2.00 193.12 187.22 2.67 1.74 5.91

At Cistern 1.00 193.12 187.32 1.62 0.80 5.81

1.00 193.12 187.44 1.62 0.80 5.69

1.00 193.12 187.57 1.62 0.80 5.56

1.00 193.12 187.69 1.62 0.80 5.44

D/S wing returns 1.00 193.12 187.22 6.61 1.86 5.91

Hard Soil

Soft RockHard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 191.35 191.20 2.38 1.27 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 190.31 190.16 2.67 1.74 0.15

At Cistern 1.00 187.74 187.32 1.62 0.80 0.43

1.00 187.74 187.44 1.62 0.80 0.31

1.00 187.74 187.57 1.62 0.80 0.18

1.00 187.74 187.69 1.62 0.80 0.06

D/s Cut off wall 1.00 187.22 186.47 0.23 0.80 0.75

D/s Wing MinSection (sec 4-4) 2.00 187.37 187.22 6.61 1.86 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 193.12 191.35 2.23 0.69 1.78

193.12 190.31

192.60 190.31

D/s Wing and Return (sec1-1) Trapezoidal 2.00 190.12 187.37 8.83 0.98 2.76Apron at crest 1.00 191.57 191.35 2.90 2.10 0.23

apron at chute portion 1.00 191.87 187.74 13.73 0.80 0.23

apron at end sill triangular portion 1.00 188.72 187.74 0.80

Deduction

Chute Block 1.00 2.00 187.95 187.32 -0.30 0.37 0.63

Basin Block 1.00 1.00 188.13 187.44 -0.30 0.50 0.70

5.00 CC -M 20

Wearing Coat 1.00 187.74 187.59 18.03 0.80 0.15

0.96

Width Depth /

Height

LEVEL

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

3.50 M CHUTE FALL AT KM 7.276 KM ON D1

DETAILED MEAS

S. NO Unit No

2.55Body Wall (sec2-2, sec3-3) 2.00 0.92

DESCRIPTION Length

3.00 2.37

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

10/28

in Cum

11.62

27.35

36.90

46.44

54.61

7.50

7.35

7.18

7.02

72.60

278.56

27.86 cum

55.71 cum194.99 cum

194.99 cum

0.91

5.55

0.55

0.39

0.23

0.07

0.13

3.69

11.52 cum

5.42

47.651.37

2.47

0.77

-0.14

-0.10

90.62 cum

2.16 cum

Quantity

REMENTS

33.19

Remarks

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

11/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 189.97 188.05 2.38 1.27 1.93

Body wall (2 - 2) to (3 - 3) 2.00 189.97 186.45 3.59 1.99 3.52

2.00 189.97 184.86 3.59 1.99 5.12

2.00 189.97 183.26 3.59 1.99 6.71

2.00 189.97 181.82 3.59 1.99 8.16

At Cistern 1.00 189.97 181.60 2.00 0.80 8.38

1.00 189.97 181.76 2.00 0.80 8.22

1.00 189.97 181.92 2.00 0.80 8.06

1.00 189.97 182.09 2.28 0.80 7.88

D/S wing returns 2.00 189.97 181.82 8.43 1.86 8.16

Hard Soil

Soft RockHard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 188.20 188.05 2.38 1.27 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 186.60 186.45 3.59 1.99 0.15

At Cistern 1.00 182.34 181.60 2.00 0.80 0.75

1.00 182.34 181.76 2.00 0.80 0.59

1.00 182.34 181.92 2.00 0.80 0.43

1.00 182.34 182.09 2.28 0.80 0.26

D/s Cut off wall 1.00 181.82 180.67 0.23 0.80 1.15

D/s Wing MinSection (sec 4-4) 2.00 181.97 181.82 8.43 1.86 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 189.97 188.20 2.23 0.69 1.78

189.97 186.60

189.17 186.60

D/s Wing and Return (sec1-1) Trapezoidal 2.00 184.97 181.97 11.57 1.81 3.01Apron at crest 1.00 188.42 188.20 2.90 2.10 0.23

apron at chute portion 1.00 188.72 182.34 20.09 0.80 0.23

apron at end sill triangular portion 1.00 183.57 182.34 0.80

Deduction

Chute Block 1.00 2.00 182.51 181.60 -0.30 0.37 0.92

Basin Block 1.00 1.00 182.72 181.76 -0.30 0.50 0.96

5.00 CC -M 20

Wearing Coat 1.00 182.34 182.19 24.94 0.80 0.15

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 1.05

DESCRIPTION

1.51

LEVEL Length

3.00 3.29 2.97

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

5.00 M CHUTE FALL AT KM 7.426KM ON D1

DETAILED MEAS

S. NO Unit No

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

12/28

in Cum

11.62

50.29

73.08

95.87

116.52

13.40

13.14

12.89

14.38

255.74

656.95

65.69 cum

131.39 cum459.86 cum

459.86 cum

0.91

8.57

1.19

0.94

0.68

0.47

0.21

4.70

17.66 cum

5.42

125.861.37

3.62

1.21

-0.20

-0.14

198.42 cum

2.99 cum

Quantity Remarks

61.30

REMENTS

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

13/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 188.12 186.85 1.34 0.88 1.28

Body wall (2 - 2) to (3 - 3) 2.00 188.12 185.49 2.52 1.50 2.64

2.00 188.12 184.13 2.52 1.50 4.00

2.00 188.12 182.77 2.52 1.50 5.36

2.00 188.12 181.56 2.52 1.50 6.57

At Cistern 1.00 188.12 181.67 1.00 0.25 6.46

1.00 188.12 181.75 1.00 0.25 6.38

1.00 188.12 181.84 1.00 0.25 6.29

1.00 188.12 181.93 1.58 0.25 6.20

D/S wing returns 2.00 188.12 181.56 4.73 1.35 6.57

Hard Soil

Soft RockHard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 187.00 186.85 1.34 0.88 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 185.64 185.49 2.52 1.50 0.15

At Cistern 1.00 182.08 181.67 1.00 0.25 0.42

1.00 182.08 181.75 1.00 0.25 0.34

1.00 182.08 181.84 1.00 0.25 0.25

1.00 182.08 181.93 1.58 0.25 0.16

D/s Cut off wall 1.00 181.56 180.37 0.23 0.25 1.19

D/s Wing MinSection (sec 4-4) 2.00 181.71 181.56 4.73 1.35 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 188.12 187.00 1.19 0.49 1.13

188.12 185.64

187.44 185.64

D/s Wing and Return (sec1-1) Trapezoidal 2.00 183.62 181.71 6.80 1.15 1.92Apron at crest 1.00 187.22 187.00 1.38 2.10 0.23

apron at chute portion 1.00 187.52 182.08 14.45 0.25 0.23

apron at end sill triangular portion 1.00 182.87 182.08 0.25

Deduction

Chute Block 1.00 2.00 182.14 181.67 -0.30 0.33 0.48

Basin Block 1.00 1.00 182.26 181.75 -0.30 0.13 0.51

5.00 CC -M 20

Wearing Coat 1.00 182.08 181.93 19.03 0.25 0.15

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

4.50 M CHUTE FALL AT KM 0.150 KM ON D2

DETAILED MEAS

S. NO Unit No

0.62

LEVEL Length

3.00 2.22 2.15

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 0.80

DESCRIPTION

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

14/28

in Cum

3.01

19.85

30.10

40.35

49.47

1.61

1.59

1.57

2.45

83.84

233.85

23.39 cum

46.77 cum163.70 cum

163.70 cum

0.35

4.52

0.10

0.08

0.06

0.06

0.07

1.92

7.17 cum

1.31

29.950.65

0.81

0.16

-0.09

-0.02

55.56 cum

0.71 cum

REMENTS

Quantity Remarks

22.79

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

15/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 182.71 181.23 1.67 1.00 1.48

Body wall (2 - 2) to (3 - 3) 2.00 182.71 179.59 3.59 1.74 3.12

2.00 182.71 177.94 3.59 1.74 4.77

2.00 182.71 176.30 3.59 1.74 6.41

2.00 182.71 174.80 3.59 1.74 7.91

At Cistern 1.00 182.71 174.60 2.00 0.30 8.11

1.00 182.71 174.75 2.00 0.30 7.96

1.00 182.71 175.00 2.00 0.30 7.71

D/S wing returns 2.00 182.71 174.80 8.22 1.86 7.91

Hard Soil

Soft Rock

Hard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 181.38 181.23 1.67 1.00 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 179.74 179.59 3.59 1.74 0.15

At Cistern 1.00 175.33 174.60 2.00 0.30 0.73

1.00 175.33 174.75 2.00 0.30 0.58

1.00 175.33 175.00 2.00 0.30 0.33

1.00 175.33 175.07 2.07 0.30 0.26

1.00 175.33 175.07 3.07 0.30 0.26

D/s Cut off wall 1.00 174.80 173.61 0.23 0.30 1.20

D/s Wing MinSection (sec 4-4) 2.00 174.95 174.80 8.22 1.86 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 182.71 181.38 1.52 0.65 1.33

182.71 179.74

181.88 179.74

D/s Wing and Return (sec1-1) Trapezoidal 2.00 177.71 174.95 11.36 1.66 2.76Apron at crest 1.00 181.61 181.38 1.73 1.43 0.23

apron at chute portion 1.00 181.91 175.33 19.92 0.30 0.23

apron at end sill triangular portion 1.00 176.76 175.33 0.30

Deduction

Chute Block 1.00 1.00 175.49 174.60 -0.30 0.16 0.89

Basin Block 1.00 1.00 175.33 174.75 -0.30 0.27 0.57

5.00 CC -M 20

Wearing Coat 1.00 175.33 175.18 24.55 0.30 0.15

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

5.00 M CHUTE FALL AT KM 1.133KM ON D5

DETAILED MEAS

S. NO Unit No

2.04

LEVEL Length

3.00 3.29 2.56

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 0.92

DESCRIPTION

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

16/28

in Cum

4.91

38.98

59.53

80.08

98.76

4.86

4.77

4.62

241.72

538.24

53.82 cum

107.65 cum

376.77 cum

376.77 cum

0.50

7.50

0.44

0.35

0.20

0.16

0.23

0.08

4.59

14.03 cum

2.61

103.910.55

1.34

0.61

-0.04

-0.05

155.41 cum

1.10 cum

REMENTS

Quantity Remarks

46.47

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

17/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 189.25 187.33 2.38 1.27 1.93

Body wall (2 - 2) to (3 - 3) 2.00 189.25 186.15 2.67 1.80 3.11

2.00 189.25 184.96 2.67 1.80 4.29

2.00 189.25 183.78 2.67 1.80 5.47

2.00 189.25 182.75 2.67 1.80 6.51

At Cistern 1.00 189.25 182.74 2.00 0.50 6.52

1.00 189.25 182.88 2.00 0.50 6.38

1.00 189.25 183.02 2.00 0.50 6.24

1.00 189.25 183.15 2.14 0.50 6.11

D/S wing returns 2.00 189.25 182.75 8.29 2.22 6.51

Hard Soil

Soft RockHard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 187.48 187.33 2.38 1.27 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 186.30 186.15 2.67 1.80 0.15

At Cistern 1.00 183.27 182.74 2.00 0.50 0.54

1.00 183.27 182.88 2.00 0.50 0.40

1.00 183.27 183.02 2.00 0.50 0.26

1.00 183.27 183.15 2.14 0.50 0.13

D/s Cut off wall 1.00 182.75 182.35 0.23 0.50 0.40

D/s Wing MinSection (sec 4-4) 2.00 182.90 182.75 8.29 2.22 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 189.25 187.48 2.23 0.69 1.78

189.25 186.30

188.66 186.30

D/s Wing and Return (sec1-1) Trapezoidal 2.00 186.25 182.90 10.50 2.02 3.36Apron at crest 1.00 187.70 187.48 2.60 2.10 0.23

apron at chute portion 1.00 188.00 183.27 15.55 0.50 0.23

apron at end sill triangular portion 1.00 184.85 183.27 0.50

Deduction

Chute Block 1.00 1.00 183.63 182.74 -0.35 0.35 0.89

Basin Block 1.00 1.00 183.85 182.88 -0.41 0.41 0.98

5.00 CC -M 20

Wearing Coat 1.00 183.27 183.12 21.18 0.50 0.15

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

3.00 M CHUTE FALL AT KM 2.137 KM ON M-3 D-1

DETAILED MEAS

S. NO Unit No

2.50

LEVEL Length

3.00 2.37 2.66

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 0.95

DESCRIPTION

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

18/28

in Cum

11.62

29.81

41.16

52.50

62.41

6.52

6.38

6.24

6.52

239.29

462.43

46.24 cum

92.49 cum323.70 cum

323.70 cum

0.91

5.76

0.54

0.40

0.26

0.13

0.04

5.52

13.54 cum

5.42

142.321.23

1.75

1.25

-0.11

-0.16

187.57 cum

1.59 cum

REMENTS

Quantity Remarks

35.88

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

19/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 170.45 169.19 1.34 0.88 1.26

Body wall (2 - 2) to (3 - 3) 2.00 170.45 167.79 2.52 1.51 2.65

2.00 170.45 166.40 2.52 1.51 4.05

2.00 170.45 165.00 2.52 1.51 5.45

2.00 170.45 163.75 2.52 1.51 6.69

At Cistern 1.00 170.45 163.82 1.00 0.30 6.63

1.00 170.45 163.90 1.00 0.30 6.54

1.00 170.45 163.99 1.00 0.30 6.45

1.00 170.45 164.08 2.11 0.30 6.36

D/S wing returns 2.00 170.45 163.75 5.26 1.44 6.69

Hard Soil

Soft RockHard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 169.34 169.19 1.34 0.88 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 167.94 167.79 2.52 1.51 0.15

At Cistern 1.00 164.28 163.82 1.00 0.30 0.46

1.00 164.28 163.90 1.00 0.30 0.38

1.00 164.28 163.99 1.00 0.30 0.29

1.00 164.28 164.08 2.11 0.30 0.20

D/s Cut off wall 1.00 163.75 162.72 0.23 0.30 1.04

D/s Wing MinSection (sec 4-4) 2.00 163.90 163.75 5.26 1.44 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 170.47 169.34 1.19 0.49 1.13

170.47 167.94

169.77 167.94

D/s Wing and Return (sec1-1) Trapezoidal 2.00 165.97 163.90 7.33 1.24 2.07Apron at crest 1.00 169.57 169.34 1.49 1.13 0.23

apron at chute portion 1.00 169.87 164.28 15.64 0.30 0.23

apron at end sill triangular portion 1.00 165.22 164.28 0.30

Deduction

Chute Block 1.00 2.00 164.35 163.82 -0.35 0.39 0.53

Basin Block 1.00 1.00 164.48 163.90 -0.60 0.60 0.58

5.00 CC -M 20

Wearing Coat 1.00 164.28 164.13 18.87 0.30 0.15

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

4.50 M CHUTE FALL AT KM0.200 KM ON M-5 D-10

DETAILED MEAS

S. NO Unit No

0.88

LEVEL Length

3.00 2.22 2.17

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 0.81

DESCRIPTION

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

20/28

in Cum

2.97

20.18

30.82

41.45

50.95

1.99

1.96

1.94

4.03

101.42

257.71

25.77 cum

51.54 cum180.40 cum

180.40 cum

0.35

4.57

0.14

0.11

0.09

0.12

0.07

2.27

7.72 cum

1.31

37.540.38

1.06

0.27

-0.14

-0.21

63.49 cum

0.85 cum

REMENTS

Quantity Remarks

23.29

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

21/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 167.95 166.68 1.34 0.88 1.28

Body wall (2 - 2) to (3 - 3) 2.00 167.95 165.36 2.52 1.48 2.60

2.00 167.95 164.03 2.52 1.48 3.92

2.00 167.95 162.71 2.52 1.48 5.24

2.00 167.95 161.54 2.52 1.48 6.41

At Cistern 1.00 167.95 161.71 1.00 0.30 6.24

1.00 167.95 161.81 1.00 0.30 6.14

1.00 167.95 161.90 1.76 0.30 6.05

D/S wing returns 2.00 167.95 161.54 3.91 1.26 6.41

Hard Soil

Soft Rock

Hard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 166.83 166.68 1.34 0.88 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 165.51 165.36 2.52 1.48 0.15

At Cistern 1.00 162.06 161.71 1.00 0.30 0.36

1.00 162.06 161.81 1.00 0.30 0.26

1.00 162.06 161.90 1.76 0.30 0.17

D/s Cut off wall 1.00 161.54 160.40 0.23 0.30 1.14

D/s Wing MinSection (sec 4-4) 2.00 161.69 161.54 3.91 1.26 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 167.95 166.83 1.19 0.49 1.13

167.95 165.51

167.29 165.51

D/s Wing and Return (sec1-1) Trapezoidal 2.00 163.45 161.69 5.98 1.06 1.76Apron at crest 1.00 167.05 166.83 1.49 1.13 0.23

apron at chute portion 1.00 167.35 162.06 14.31 0.30 0.23

apron at end sill triangular portion 1.00 162.70 162.06 0.30

Deduction

Chute Block 1.00 4.00 162.10 161.71 -0.35 0.39 0.40

Basin Block 1.00 2.00 162.20 161.81 -0.60 0.60 0.39

5.00 CC -M 20

Wearing Coat 1.00 162.06 161.91 16.86 0.30 0.15

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 0.79

DESCRIPTION

0.41

LEVEL Length

3.00 2.22 2.12

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

4.50 M CHUTE FALL AT KM0.625 KM ON M-4 D-10

DETAILED MEAS

S. NO Unit No

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

22/28

in Cum

3.01

19.31

29.14

38.97

47.69

1.87

1.84

3.20

63.21

208.24

20.82 cum

41.65 cum

145.77 cum

145.77 cum

0.35

4.46

0.11

0.08

0.09

0.08

1.48

6.64 cum

1.31

22.380.38

0.97

0.12

-0.22

-0.28

46.86 cum

0.76 cum

Quantity Remarks

22.20

REMENTS

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

23/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 176.62 175.29 1.54 0.91 1.33

Body wall (2 - 2) to (3 - 3) 2.00 176.62 174.18 2.52 1.41 2.44

2.00 176.62 173.07 2.52 1.41 3.55

2.00 176.62 171.96 2.52 1.41 4.66

2.00 176.62 171.00 2.52 1.41 5.62

At Cistern 1.00 176.62 171.21 1.00 0.30 5.41

1.00 176.62 171.29 1.00 0.30 5.33

1.00 176.62 171.38 1.00 0.30 5.24

1.00 176.62 171.46 1.66 0.30 5.16

D/S wing returns 2.00 176.62 171.00 4.81 1.38 5.62

Hard Soil

Soft RockHard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 175.44 175.29 1.54 0.91 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 174.33 174.18 2.52 1.41 0.15

At Cistern 1.00 171.53 171.21 1.00 0.30 0.32

1.00 171.53 171.29 1.00 0.30 0.24

1.00 171.53 171.38 1.00 0.30 0.15

1.00 171.53 171.46 1.66 0.30 0.07

D/s Cut off wall 1.00 171.00 170.37 0.23 0.30 0.63

D/s Wing MinSection (sec 4-4) 2.00 171.15 171.00 4.81 1.38 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 176.62 175.44 1.39 0.51 1.18

176.62 174.33

176.06 174.33

D/s Wing and Return (sec1-1) Trapezoidal 2.00 173.12 171.15 6.88 1.18 1.97Apron at crest 1.00 175.67 175.44 1.50 1.20 0.23

apron at chute portion 1.00 175.97 171.53 13.01 0.30 0.23

apron at end sill triangular portion 1.00 172.32 171.53 0.30

Deduction

Chute Block 1.00 2.00 171.61 171.21 -0.35 0.29 0.40

Basin Block 1.00 1.00 171.72 171.29 -0.60 0.15 0.43

5.00 CC -M 20

Wearing Coat 1.00 171.53 171.38 15.97 0.30 0.15

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 0.76

DESCRIPTION

0.62

LEVEL Length

3.00 2.22 2.01

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

3.50 M CHUTE FALL AT KM0.735 KM ON SM-3-M-3-D-1

DETAILED MEAS

S. NO Unit No

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

24/28

in Cum

3.71

17.30

25.19

33.08

39.90

1.62

1.60

1.57

2.57

74.54

201.09

20.11 cum

40.22 cum140.76 cum

140.76 cum

0.42

4.26

0.09

0.07

0.04

0.03

0.04

1.99

6.96 cum

1.65

31.910.41

0.88

0.19

-0.08

-0.04

55.09 cum

0.72 cum

Quantity Remarks

20.19

REMENTS

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

25/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 170.80 169.47 1.54 0.91 1.33

Body wall (2 - 2) to (3 - 3) 2.00 170.80 168.36 2.52 1.41 2.44

2.00 170.80 167.25 2.52 1.41 3.55

2.00 170.80 166.14 2.52 1.41 4.66

2.00 170.80 165.18 2.52 1.41 5.62

At Cistern 1.00 170.80 165.59 1.00 0.30 5.21

1.00 170.80 165.67 1.00 0.30 5.13

1.00 170.80 165.76 1.00 0.30 5.04

1.00 170.80 165.84 1.66 0.30 4.96

D/S wing returns 2.00 170.80 165.18 4.81 1.38 5.62

Hard Soil

Soft RockHard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 169.62 169.47 1.54 0.91 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 168.51 168.36 2.52 1.41 0.15

At Cistern 1.00 165.90 165.59 1.00 0.30 0.32

1.00 165.90 165.67 1.00 0.30 0.24

1.00 165.90 165.76 1.00 0.30 0.15

1.00 165.90 165.84 1.66 0.30 0.07

D/s Cut off wall 1.00 165.18 164.55 0.23 0.30 0.63

D/s Wing MinSection (sec 4-4) 2.00 165.33 165.18 4.81 1.38 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 170.80 169.62 1.39 0.51 1.18

170.80 168.51

170.24 168.51

D/s Wing and Return (sec1-1) Trapezoidal 2.00 167.30 165.33 6.88 1.18 1.97Apron at crest 1.00 169.85 169.62 1.50 1.20 0.23

apron at chute portion 1.00 170.15 165.90 13.31 0.30 0.23

apron at end sill triangular portion 1.00 166.50 165.90 0.30

Deduction

Chute Block 1.00 2.00 165.79 165.59 -0.35 0.29 0.20

Basin Block 1.00 1.00 165.90 165.67 -0.60 0.15 0.24

5.00 CC -M 20

Wearing Coat 1.00 165.90 165.75 15.84 0.30 0.15

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 0.76

DESCRIPTION

0.36

LEVEL Length

3.00 2.22 2.01

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

3.50 M CHUTE FALL AT KM 0.893 KM ON SM-3-M-3-D-1

DETAILED MEAS

S. NO Unit No

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

26/28

in Cum

3.71

17.30

25.19

33.08

39.90

1.56

1.54

1.51

2.47

74.54

200.81

20.08 cum

40.16 cum140.57 cum

140.57 cum

0.42

4.26

0.09

0.07

0.04

0.03

0.04

1.99

6.96 cum

1.65

31.910.41

0.90

0.11

-0.04

-0.02

55.09 cum

0.71 cum

Quantity Remarks

20.19

REMENTS

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

27/28

Top Bottom

in mts in mts in mts in mts in mts

1.00 Earth work in Excavation

A Excavation

U/S wing returns 2.00 168.15 166.87 1.34 0.88 1.28

Body wall (2 - 2) to (3 - 3) 2.00 168.15 165.89 2.52 1.33 2.26

2.00 168.15 164.90 2.52 1.33 3.25

2.00 168.15 163.92 2.52 1.33 4.23

2.00 168.15 163.08 2.52 1.33 5.07

At Cistern 1.00 168.15 163.34 1.00 0.30 4.81

1.00 168.15 163.41 1.00 0.30 4.74

1.00 168.15 163.49 1.00 0.30 4.66

1.00 168.15 163.57 1.54 0.30 4.58

D/S wing returns 2.00 168.15 163.08 4.69 1.35 5.07

Hard Soil

Soft RockHard Rock

2.00 Earth Filling

3.00 CC-M15 in Foundation

U/s Wing and Return (sec1-1) Base 2.00 167.02 166.87 1.34 0.88 0.15

Body Wall Sec (2-2), sec(3-3) 2.00 4.00 166.04 165.89 2.52 1.33 0.15

At Cistern 1.00 163.61 163.34 1.00 0.30 0.27

1.00 163.61 163.41 1.00 0.30 0.20

1.00 163.61 163.49 1.00 0.30 0.12

1.00 163.61 163.57 1.54 0.30 0.04

D/s Cut off wall 1.00 163.08 162.30 0.23 0.30 0.79

D/s Wing MinSection (sec 4-4) 2.00 163.23 163.08 4.69 1.35 0.15

4.00 CC- M15 Super Structure

U/s Wing and Return (sec1-1) Trapezoidal 2.00 168.15 167.02 1.19 0.49 1.13

168.15 166.04

167.65 166.04

D/s Wing and Return (sec1-1) Trapezoidal 2.00 165.15 163.23 6.76 1.15 1.92Apron at crest 1.00 167.25 167.02 1.43 1.13 0.23

apron at chute portion 1.00 167.55 163.61 11.77 0.30 0.23

apron at end sill triangular portion 1.00 164.40 163.61 0.30

Deduction

Chute Block 1.00 2.00 163.69 163.34 -0.35 0.19 0.35

Basin Block 1.00 1.00 163.81 163.41 -0.60 0.16 0.40

5.00 CC -M 20

Wearing Coat 1.00 163.61 163.46 14.66 0.30 0.15

Width Depth /

Height

Body Wall (sec2-2, sec3-3) 2.00 0.71

DESCRIPTION

0.62

LEVEL Length

3.00 2.22 1.86

Name of the Project : Indira Sagar Project Canal-Phase IIIKUWA BRACH CANAL

3.00 M CHUTE FALL AT KM 0.450 KM ON M-7-D-1

DETAILED MEAS

S. NO Unit No

7/28/2019 Est of Chute Fall on Kuwa Branch Canal

28/28

in Cum

3.01

15.09

21.67

28.25

33.82

1.44

1.42

1.40

2.11

64.14

172.36

17.24 cum

34.47 cum120.65 cum

120.65 cum

0.35

4.01

0.08

0.06

0.03

0.02

0.05

1.90

6.50 cum

1.31

29.770.36

0.79

0.19

-0.05

-0.04

50.04 cum

0.66 cum

Quantity Remarks

17.69

REMENTS