Download - Est of Chute Fall on Kuwa Branch Canal
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7/28/2019 Est of Chute Fall on Kuwa Branch Canal
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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
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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
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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
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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
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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 2.00 196.29 193.26 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
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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
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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
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7/28/2019 Est of Chute Fall on Kuwa Branch Canal
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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
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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
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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
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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
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7/28/2019 Est of Chute Fall on Kuwa Branch Canal
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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
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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
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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
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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