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KUWA14.633
KUWA7.715
KUWA14.125
KUWA19.875
D19.825
D1-M30.499
D1-M34.025
D1-M34.836
D1-M38.310
TOTALS
8 9 10 11 12 13 14 15 16 17Qtty Qtty Qtty Qtty Qtty Qtty Qtty Qtty Qtty Qtty
14.782 11.726 13.329 12.455 5.643 9.812 5.643 9.812 5.37336 170.3130.000 23.452 26.659 24.910 11.285 19.623 11.285 19.623 10.74672 311.061
103.473 82.082 93.306 87.184 39.498 68.681 39.498 68.681 37.61352 1192.188
20.573 13.715 14.256 13.968 7.344 12.770 7.344 12.770 7.344 206.665
80.865 44.197 49.118 46.419 19.584 39.323 19.584 31.537 19.584 666.370
77.826 55.398 78.905 68.732 21.821 28.290 20.870 23.738 13.3845 786.265
8.184 4.728 5.544 5.376 2.976 2.832 2.832 2.832 2.016 70.680
2478.932 2879.216 4349.026 3743.566 5744.638 1288.974 1287.164 1288.974 2035.638 #########
10.080 10.080 10.080 10.080 0.000 10.080 0.000 10.080 0.000 120.960
LRB ON MAIN, DISTRIBUTRIES AND MINORS OF KUWA
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 176.206 173.641 1.66 3.2 2.565 27.234 b D/S Wing Walls Cum 2 1 176.206 173.641 1.66 3.2 2.565 27.234
c Abutment Cum 2 1 176.206 173.641 6.8 1.8 2.565 62.791
Total Cum 117.259
Excavation for Hard Soil Cum 11.726
Excavation for Soft Rock Cum 23.452
Earth work in Hard Rock Cum 82.082
2 Earth Filling Cum 82.082
3
a U/S Wing Walls Cum 2 1 173.941 173.641 1.66 3.2 0.300 3.185
b D/S Wing Walls Cum 2 1 173.941 173.641 1.66 3.2 0.300 3.185
c Abutment Cum 2 1 173.941 173.641 6.8 1.8 0.300 7.344
PCC M15 Sub Structure Cum 13.715
4
a U/S Wing Walls Cum 2 1 176.206 173.941 0.829 3.275 2.265 12.306
b D/S Wing Walls Cum 2 1 176.206 173.941 0.829 3.275 2.265 12.306
c Abutment Cum 2 1 175.141 173.941 6.8 1.2 1.200 19.584
Total Cum 44.197
5
i) 0.3m Thick Cum 2 1 176.206 175.141 6.800 0.3 1.065 4.345
ii) 0.6m Thick Cum 2 1 175.441 175.141 6.800 0.6 0.300 2.448
Total Cum 6.793
6 Approach Slab Cum 2 1 173.941 173.791 3.5 6.4 0.150 6.720
7 8.34 m Slab & Kerb Cum 37.134
8 Parapet Wall Cum 2 1 176.706 176.206 16.54 0.2 0.500 3.308
RCC M-20 53.956
10 Wearing Coat in C.C. M30 Cum 1 1 176.206 176.131 9.54 6.4 0.075 4.579
11 225MM THICK GRAVEL Cum 2 1 176.056 175.831 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
DESIGN FEATURES OF BT CROSSING AT K.M. 18.909 ON
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
REMARKSLENGTH
CC M10 Grade Concrete : Sub Structure
NOS NO DESCRIPTION UNITQUANTITY
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super Structure
WIDTHDEPTH
/HEIGHT
10.080
13.715
44.197
53.956
11.726
23.452
82.082
4.579
2785.26
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Sl. No. DescriptionBar
Mark/T eLength
(m)Total
Len th6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemaTotal(
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.18
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.523 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.75
4 10mm 200mm C/C 2.000 34.000 2.530 5.060 3.137 3.13
II Slabe and Kerb
1 2527.
0.39 197.69 61.41 1.58 2.47 3.86 2785.26
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 177.573 175.208 1.54 3.2 2.365 23.294
b D/S Wing Walls Cum 2 1 177.573 175.208 1.54 3.2 2.365 23.294
c Abutment Cum 2 1 177.573 175.208 6.8 1.8 2.365 57.895
d Pier Cum 1 1 174.304 172.804 8.7 2.3 1.500 30.015
Total Cum 134.499
Excavation for Hard Soil Cum 13.450
Excavation for Soft Rock Cum 26.900
Earth work in Hard Rock Cum 94.149
2 Earth Filling Cum 94.149
3
a U/S Wing Walls Cum 2 1 175.508 175.208 1.54 3.2 0.300 2.955
b D/S Wing Walls Cum 2 1 175.508 175.208 1.54 3.2 0.300 2.955
c Abutment Cum 2 1 175.508 175.208 6.8 1.8 0.300 7.344
d Pier Cum 1 1 173.104 172.804 8.7 2.3 0.300 6.003
PCC M10 Sub Structure Cum 19.257
4
a U/S Wing Walls Cum 2 1 177.573 175.508 0.769 3.275 2.065 10.408
b D/S Wing Walls Cum 2 1 177.573 175.508 0.769 3.275 2.065 10.408
c Abutment Cum 2 1 176.708 175.508 6.500 1.2 1.200 18.720
d Pier i) Rectangular Cum 1 1 176.143 173.104 6.4 0.9 3.039 17.505
ii) Semi Circular Cum 2 1 176.143 173.104 3.039 3.867
Total Cum 60.907
5
i) 0.3m Thick Cum 2 1 177.573 176.708 6.500 0.3 0.865 3.374
ii) 0.6m Thick Cum 2 1 177.008 176.708 6.500 0.6 0.300 2.340
Total Cum 5.714
6 Approach Slab Cum 2 1 175.508 175.358 3.5 6.4 0.150 6.720
7 10.26 m Slab & Kerb Cum 33.877
8 Parapet Wall Cum 2 1 178.073 177.573 7 0.2 0.500 1.400
RCC M-20 47.710
10 Wearing Coat in C.C. M30 Cum 1 1 177.573 177.498 12.36 6.4 0.075 5.933
11 225MM THICK GRAVEL Cum 2 1 177.423 177.198 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C CumM 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
REMARKSLENGTH QUANTITY
ESTIMATE OF VILLAGE ROAD BRIDGE AT K.M. 18.042 ON
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
CC M10 Grade Concrete : Sub Structure
NOS NO DESCRIPTION UNIT
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
0.636
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super Structure
WIDTHDEPTH
/HEIGHT
19.257
60.907
13.450
26.900
94.149
2478.93
10.080
47.710
5.933
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Sl. No. DescriptionBar
Mark/TypeLength
(m)Total
Length6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemarksTotal( Kg)
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 1.539 36.936 22.900 22.900
25 No's of 12mm
Straight Bar 2.000 5.000 1.539
15.390 13.697 13.6973 10mm 200mm C/C 2.000 7.695 2.200 33.858 20.992 20.992
4 10mm 200mm C/C 2.000 7.695 0.400 0.800 0.496 0.496
II Slabe and Kerb
1 2420.847
0.39 45.01 14.59 1.58 2.47 3.86 2478.93
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
c Abutment Cum 2 1 173.216 170.911 6.8 1.8 2.305 56.426
Total Cum 56.426
Excavation for Hard Soil Cum 5.643
Excavation for Soft Rock Cum 11.285
Earth work in Hard Rock Cum 39.498
2 Earth Filling Cum 39.498
3
c Abutment Cum 2 1 171.211 170.911 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 7.344
4
c Abutment Cum 2 1 172.521 171.211 6.8 1.2 1.310 21.379
Total Cum 21.379
5
i) 0.3m Thick Cum 2 1 173.216 172.411 6.800 0.3 0.805 3.284
ii) 0.6m Thick Cum 2 1 172.711 172.411 6.800 0.6 0.300 2.448
Total Cum 5.732
7 3.00 m Slab & Kerb Cum 7.261
8 Parapet Wall Cum 2 1 173.716 173.216 4.2 0.2 0.500 0.840
RCC M-20 13.833
10 Wearing Coat in C.C. M30 Cum 1 1 173.216 173.141 4.2 6.4 0.075 2.016
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
RCC M20 for Bed Block over Abutment
LEVEL
CC M10 Grade Concrete : Sub Structure
CC - M15 Grade Super Structure
NODESCRIPTION UNIT
DESIGN FEATURES OF VILLAGE ROAD BRIDGE AT K.M. 11.585 ON D-1 DISTRIBUTORY OFKUWA BRANCH CANAL OF INDIRA SAGAR PROJECT
REMARKSLENGTH WIDTHDEPTH
/HEIGHTQUANTITY
S NO
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 194.054 191.489 1.66 3.2 2.565 27.234
b D/S Wing Walls Cum 2 1 194.054 191.489 1.66 3.2 2.565 27.234
c Abutment Cum 2 1 194.054 191.489 6.8 1.8 2.565 62.791
Total Cum 117.259
Excavation for Hard Soil Cum 11.726
Excavation for Soft Rock Cum 23.452
Earth work in Hard Rock Cum 82.082
2 Earth Filling Cum 82.082
3
a U/S Wing Walls Cum 2 1 191.789 191.489 1.66 3.2 0.300 3.185
b D/S Wing Walls Cum 2 1 191.789 191.489 1.66 3.2 0.300 3.185
c Abutment Cum 2 1 191.789 191.489 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 13.715
4
a U/S Wing Walls Cum 2 1 194.054 191.789 0.829 3.275 2.265 12.306
b D/S Wing Walls Cum 2 1 194.054 191.789 0.829 3.275 2.265 12.306
c Abutment Cum 2 1 192.989 191.789 6.8 1.2 1.200 19.584
Total Cum 44.197
5
i) 0.3m Thick Cum 2 1 194.054 192.989 6.800 0.3 1.065 4.345ii) 0.6m Thick Cum 2 1 193.289 192.989 6.800 0.6 0.300 2.448
Total Cum 6.793
6 Approach Slab Cum 2 1 191.789 191.639 3.5 6.4 0.150 6.720
7 8.65 m Slab & Kerb Cum 38.515
8 Parapet Wall Cum 2 1 194.554 194.054 15.65 0.2 0.500 3.130
RCC M-20 55.158
10 Wearing Coat in C.C. M30 Cum 1 1 194.054 193.979 8.65 6.4 0.075 4.152
11 225MM THICK GRAVEL Cum 2 1 193.904 193.679 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
REMARKSLENGTH WIDTHUNIT
QUANTITY
RCC M20 for Bed Block over Abutment
DEPTH/HEIGHTDESCRIPTION
CC - M15 Grade Super Structure
NOS NO
11.726
DESIGN FEATURES OF CT CROSSING AT K.M. 11.545 ON
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
CC M10 Grade Concrete : Sub Structure
13.715
44.197
55.158
23.452
82.082
10.080
4.152
2879.22
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Sl. No. DescriptionBar
Mark/TypeLength
(m)Total
Length6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemarksTotal( Kg)
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.184
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.520
3 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.752
4 10mm 200mm C/C 2.000 34.000 2.530 5.060 3.137 3.137
II Slabe and Kerb
1 2621.623
0.39 197.69 61.41 1.58 2.47 3.86 2879.22
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 203.016 200.211 1.90 3.2 2.805 34.109 b D/S Wing Walls Cum 2 1 203.016 200.211 1.90 3.2 2.805 34.109
c Abutment Cum 2 1 203.016 200.211 6.8 1.8 2.805 68.666
Total Cum 136.884
Excavation for Hard Soil Cum 13.688
Excavation for Soft Rock Cum 27.377
Earth work in Hard Rock Cum 95.819
2 Earth Filling Cum 95.819
3
a U/S Wing Walls Cum 2 1 200.511 200.211 1.90 3.2 0.300 3.648
b D/S Wing Walls Cum 2 1 200.511 200.211 1.90 3.2 0.300 3.648
c Abutment Cum 2 1 200.511 200.211 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 14.640
4
a U/S Wing Walls Cum 2 1 203.016 200.511 0.950 3.275 2.505 15.587
b D/S Wing Walls Cum 2 1 203.016 200.511 0.950 3.275 2.505 15.587
c Abutment Cum 2 1 201.711 200.511 6.8 1.2 1.200 19.584
Total Cum 50.759
5
i) 0.3m Thick Cum 2 1 203.016 201.711 6.800 0.3 1.305 5.324
ii) 0.6m Thick Cum 2 1 202.011 201.711 6.800 0.6 0.300 2.448
Total Cum 7.772
6 Approach Slab Cum 2 1 200.511 200.361 3.5 6.4 0.150 6.720
7 10.80 m Slab & Kerb Cum 63.342
8 Parapet Wall Cum 2 1 203.516 203.016 19.00 0.2 0.500 3.800
RCC M-20 81.634
10 Wearing Coat in C.C. M30 Cum 1 1 203.016 202.941 12.00 6.4 0.075 5.760
11 225MM THICK GRAVEL Cum 2 1 202.866 202.641 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super Structure
WIDTHDEPTH
/HEIGHT
CC M10 Grade Concrete : Sub Structure
NOS NO DESCRIPTION UNIT
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
QUANTITY
DESIGN FEATURES OF VILLAGE ROAD BRIDGE AT K.M. 3.665 ON
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
REMARKSLENGTH
14.640
50.759
13.688
27.377
95.819
4526.89
10.080
81.634
5.760
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Sl. No. DescriptionBar
Mark/T eLength
(m)Total
Len th6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemaTotal(
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.18
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.523 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.75
4 10mm 200mm C/C 2.000 34.000 3.010 6.020 3.732 3.73
II Slabe and Kerb
1 4268.
0.39 198.29 61.41 1.58 2.47 3.86 4526.89
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 200.824 198.149 1.73 3.2 2.675 29.532
b D/S Wing Walls Cum 2 1 200.824 198.149 1.73 3.2 2.675 29.532
c Abutment Cum 2 1 200.824 198.149 6.5 1.8 2.675 62.595
Total Cum 121.659
Excavation for Hard Soil Cum 12.166
Excavation for Soft Rock Cum 24.332
Earth work in Hard Rock Cum 85.161
2 Earth Filling Cum 85.161
3
a U/S Wing Walls Cum 2 1 198.449 198.149 1.73 3.2 0.300 3.312
b D/S Wing Walls Cum 2 1 198.449 198.149 1.73 3.2 0.300 3.312
c Abutment Cum 2 1 198.449 198.149 6.5 1.8 0.300 7.020
PCC M10 Sub Structure Cum 13.644
4
a U/S Wing Walls Cum 2 1 200.824 198.449 0.863 3.275 2.375 13.417
b D/S Wing Walls Cum 2 1 200.824 198.449 0.863 3.275 2.375 13.417
c Abutment Cum 2 1 199.649 198.449 6.5 1.2 1.200 18.720
Total Cum 45.555
5
i) 0.3m Thick Cum 2 1 200.824 199.649 6.500 0.3 1.175 4.583ii) 0.6m Thick Cum 2 1 199.949 199.649 6.500 0.6 0.300 2.340
Total Cum 6.923
6 Approach Slab Cum 2 1 198.449 198.299 3.5 6.4 0.150 6.720
7 10.00 m Slab & Kerb Cum 51.130
8 Parapet Wall Cum 2 1 201.324 200.824 18.2 0.2 0.500 3.640
RCC M-20 68.413
10 Wearing Coat in C.C. M30 Cum 1 1 200.824 200.749 11.2 6.4 0.075 5.376
11 225MM THICK GRAVEL Cum 2 1 200.674 200.449 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
LENGTH
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super Structure
DEPTH/HEIGHTDESCRIPTION
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
ESTIMATE OF VILLAGE ROAD BRIDGE AT K.M. 1.50 ON
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
CC M10 Grade Concrete : Sub Structure
NOS NOWIDTH
UNITQUANTITY REMARKS
13.644
45.555
12.166
24.332
85.161
3732.34
10.080
68.413
5.376
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Sl. No. DescriptionBar
Mark/TypeLength
(m)Total
Length6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemarksTotal( Kg)
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.500 156.000 96.720 96.720
2 5 No's of 12mm Straight Bar 2.000 5.000 6.500 65.000 57.850 57.850
3 10mm 200mm C/C 2.000 32.500 2.200 143.000 88.660 88.660
4 10mm 200mm C/C 2.000 32.500 2.750 5.500 3.410 3.410
II Slabe and Kerb
1 3485.700
0.39 189.41 58.74 1.58 2.47 3.86 3732.34
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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Sl. No. DescriptionBar
Mark/TypeLength
(m)Total
Length6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemarksTotal( Kg)
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.184
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.520
3 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.752
4 10mm 200mm C/C 2.000 34.000 3.010 6.020 3.732 3.732
II Slabe and Kerb
1 60702.750
0.39 198.29 61.41 1.58 2.47 3.86 60960.94
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 192.145 189.650 1.62 3.2 2.495 25.820 b D/S Wing Walls Cum 2 1 192.145 189.650 1.62 3.2 2.495 25.820
c Abutment Cum 2 1 192.145 189.650 6.8 1.8 2.495 61.078
d Pier Cum 1 1 187.395 185.895 9 2.6 1.500 35.100
Total Cum 147.818
Excavation for Hard Soil Cum 14.782
Excavation for Soft Rock Cum
Earth work in Hard Rock Cum 103.473
2 Earth Filling Cum 103.473
3
a U/S Wing Walls Cum 2 1 189.950 189.650 1.62 3.2 0.300 3.105
b D/S Wing Walls Cum 2 1 189.950 189.650 1.62 3.2 0.300 3.105
c Abutment Cum 2 1 189.950 189.650 6.8 1.8 0.300 7.344
d Pier Cum 1 1 186.195 185.895 9 2.6 0.300 7.020
PCC M10 Sub Structure Cum 20.573
4
a U/S Wing Walls Cum 2 1 192.145 189.950 0.808 3.275 2.195 11.624
b D/S Wing Walls Cum 2 1 192.145 189.950 0.808 3.275 2.195 11.624
c Abutment Cum 2 1 191.150 189.950 6.500 1.2 1.200 18.720
d Pier
i) Rectangular Cum 1 1 191.075 186.195 6.4 1 4.880 31.232
ii) Semi Circular Cum 2 1 191.075 186.195 4.880 7.665
Total Cum 80.865
5
i) 0.3m Thick Cum 2 1 192.145 191.150 6.500 0.3 0.995 3.881
ii) 0.6m Thick Cum 2 1 191.450 191.150 6.500 0.6 0.300 2.340
Total Cum 6.220
6 Approach Slab Cum 2 1 189.950 189.800 3.5 6.4 0.150 6.720
7 14.85 m Slab & Kerb Cum 60.0768 Parapet Wall Cum 2 1 192.645 192.145 24.05 0.2 0.500 4.810
RCC M-20 77.826
10 Wearing Coat in C.C. M30 Cum 1 1 192.145 192.070 17.05 6.4 0.075 8.184
11 225MM THICK GRAVEL Cum 2 1 191.995 191.770 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super Structure
WIDTH DEPTH/HEIGHT
QUANTITY
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
0.785
DESIGN FEATURES OF BT CROSSING AT K.M. 14.633 ON
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
CC M10 Grade Concrete : Sub Structure
NOS NO DESCRIPTION UNITREMARKSLENGTH
20.573
80.865
14.782
0.000
103.473
2478.93
10.080
77.826
8.184
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Sl. No. DescriptionBar
Mark/TypeLength
(m)Total
Length6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemaTotal(
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 1.617 38.808 24.061 24.06
2 5 No's of 12mm Straight Bar 2.000 5.000 1.617 16.170 14.391 14.393 10mm 200mm C/C 2.000 8.085 2.200 35.574 22.056 22.05
4 10mm 200mm C/C 2.000 8.085 0.400 0.800 0.496 0.49
II Slabe and Kerb
1 4092.
0.39 47.23 15.28 1.58 2.47 3.86 4153.48
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 196.169 193.604 1.66 3.2 2.565 27.234
b D/S Wing Walls Cum 2 1 196.169 193.604 1.66 3.2 2.565 27.234
c Abutment Cum 2 1 196.169 193.604 6.8 1.8 2.565 62.791
Total Cum 117.259
Excavation for Hard Soil Cum 11.726
Excavation for Soft Rock Cum 23.452
Earth work in Hard Rock Cum 82.082
2 Earth Filling Cum 82.082
3
a U/S Wing Walls Cum 2 1 193.904 193.604 1.66 3.2 0.300 3.185
b D/S Wing Walls Cum 2 1 193.904 193.604 1.66 3.2 0.300 3.185
c Abutment Cum 2 1 193.904 193.604 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 13.715
4
a U/S Wing Walls Cum 2 1 196.169 193.904 0.829 3.275 2.265 12.306
b D/S Wing Walls Cum 2 1 196.169 193.904 0.829 3.275 2.265 12.306
c Abutment Cum 2 1 195.104 193.904 6.8 1.2 1.200 19.584
Total Cum 44.197
5
i) 0.3m Thick Cum 2 1 196.169 195.104 6.800 0.3 1.065 4.345ii) 0.6m Thick Cum 2 1 195.404 195.104 6.800 0.6 0.300 2.448
Total Cum 6.793
6 Approach Slab Cum 2 1 193.904 193.754 3.5 6.4 0.150 6.720
7 8.65 m Slab & Kerb Cum 38.515
8 Parapet Wall Cum 2 1 196.669 196.169 16.85 0.2 0.500 3.370
RCC M-20 55.398
9 Wearing Coat in C.C. M30 Cum 1 1 196.169 196.094 9.85 6.4 0.075 4.728
10 225MM THICK GRAVEL Cum 2 1 196.019 195.794 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
LENGTH
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super Structure
DEPTH/HEIGHTDESCRIPTION
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
DESIGN FEATURES OF BT CROSSING AT K.M. 7.715 ON
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
CC M10 Grade Concrete : Sub Structure
NOS NOWIDTH
UNITQUANTITY REMARKS
13.715
44.197
11.726
23.452
82.082
2879.22
10.080
55.398
4.728
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 202.814 200.009 1.80 3.2 2.805 32.314 b D/S Wing Walls Cum 2 1 202.814 200.009 1.80 3.2 2.805 32.314
c Abutment Cum 2 1 202.814 200.009 6.8 1.8 2.805 68.666
Total Cum 133.294
Excavation for Hard Soil Cum 13.329
Excavation for Soft Rock Cum 26.659
Earth work in Hard Rock Cum 93.306
2 Earth Filling Cum 93.306
3
a U/S Wing Walls Cum 2 1 200.309 200.009 1.80 3.2 0.300 3.456
b D/S Wing Walls Cum 2 1 200.309 200.009 1.80 3.2 0.300 3.456
c Abutment Cum 2 1 200.309 200.009 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 14.256
4
a U/S Wing Walls Cum 2 1 202.814 200.309 0.900 3.275 2.505 14.767
b D/S Wing Walls Cum 2 1 202.814 200.309 0.900 3.275 2.505 14.767
c Abutment Cum 2 1 201.509 200.309 6.8 1.2 1.200 19.584
Total Cum 49.118
5
i) 0.3m Thick Cum 2 1 202.814 201.509 6.800 0.3 1.305 5.324
ii) 0.6m Thick Cum 2 1 201.809 201.509 6.800 0.6 0.300 2.448
Total Cum 7.772
6 Approach Slab Cum 2 1 200.309 200.159 3.5 6.4 0.150 6.720
7 10.35 m Slab & Kerb Cum 60.703
8 Parapet Wall Cum 2 1 203.314 202.814 18.55 0.2 0.500 3.710
RCC M-20 78.905
10 Wearing Coat in C.C. M30 Cum 1 1 202.814 202.739 11.55 6.4 0.075 5.544
11 225MM THICK GRAVEL Cum 2 1 202.664 202.439 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
LENGTH
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super Structure
DEPTH/HEIGHTDESCRIPTION
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
DESIGN FEATURES OF VILLAGE ROAD BRIDGE AT K.M. 4.125 ON
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
CC M10 Grade Concrete : Sub Structure
NOS NOWIDTH
UNITQUANTITY REMARKS
14.256
49.118
13.329
26.659
93.306
4349.03
10.080
78.905
5.544
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FEATUR
Sl. No. DescriptionBar
Mark/T eLength
(m)Total
Len th6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemaTotal(
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.18
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.523 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.75
4 10mm 200mm C/C 2.000 34.000 3.010 6.020 3.732 3.73
II Slabe and Kerb
1 4090.
0.39 198.29 61.41 1.58 2.47 3.86 4349.03
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 177.245 174.570 1.73 3.2 2.675 29.532
b D/S Wing Walls Cum 2 1 177.245 174.570 1.73 3.2 2.675 29.532
c Abutment Cum 2 1 177.245 174.570 6.8 1.8 2.675 65.484
Total Cum 124.548
Excavation for Hard Soil Cum 12.455
Excavation for Soft Rock Cum 24.910
Earth work in Hard Rock Cum 87.184
2 Earth Filling Cum 87.184
3
a U/S Wing Walls Cum 2 1 174.870 174.570 1.73 3.2 0.300 3.312
b D/S Wing Walls Cum 2 1 174.870 174.570 1.73 3.2 0.300 3.312
c Abutment Cum 2 1 174.870 174.570 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 13.968
4
a U/S Wing Walls Cum 2 1 177.245 174.870 0.863 3.275 2.375 13.417
b D/S Wing Walls Cum 2 1 177.245 174.870 0.863 3.275 2.375 13.417
c Abutment Cum 2 1 176.070 174.870 6.8 1.2 1.200 19.584
Total Cum 46.419
5
i) 0.3m Thick Cum 2 1 177.245 176.070 6.800 0.3 1.175 4.794ii) 0.6m Thick Cum 2 1 176.370 176.070 6.800 0.6 0.300 2.448
Total Cum 7.242
6 Approach Slab Cum 2 1 174.870 174.720 3.5 6.4 0.150 6.720
7 10.00 m Slab & Kerb Cum 51.130
8 Parapet Wall Cum 2 1 177.745 177.245 18.2 0.2 0.500 3.640
RCC M-20 68.732
10 Wearing Coat in C.C. M30 Cum 1 1 177.245 177.170 11.2 6.4 0.075 5.376
11 225MM THICK GRAVEL Cum 2 1 177.095 176.870 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
LENGTH
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super Structure
DEPTH/HEIGHTDESCRIPTION
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
DESIGN FEATURES OF VILLAGE ROAD BRIDGE AT K.M. 19.875 ON
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
CC M10 Grade Concrete : Sub Structure
NOS NOWIDTH
UNITQUANTITY REMARKS
13.968
46.419
12.455
24.910
87.184
3743.57
10.080
68.732
5.376
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Sl. No. DescriptionBar
Mark/TypeLength
(m)Total
Length6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemarksTotal( Kg)
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.184
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.520
3 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.752
4 10mm 200mm C/C 2.000 34.000 2.750 5.500 3.410 3.410
II Slabe and Kerb
1 3485.700
0.39 197.97 61.41 1.58 2.47 3.86 3743.57
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
c Abutment Cum 2 1 176.776 174.471 6.8 1.8 2.305 56.426
Total Cum 56.426
Excavation for Hard Soil Cum 5.643
Excavation for Soft Rock Cum 11.285
Earth work in Hard Rock Cum 39.498
2 Earth Filling Cum 39.498
3
c Abutment Cum 2 1 174.771 174.471 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 7.344
4
c Abutment Cum 2 1 175.971 174.771 6.8 1.2 1.200 19.584
Total Cum 19.584
5
i) 0.3m Thick Cum 2 1 176.776 175.971 6.800 0.3 0.805 3.284
ii) 0.6m Thick Cum 2 1 176.271 175.971 6.800 0.6 0.300 2.448
Total Cum 5.732
7 5.00 m Slab & Kerb 14.849
8 Parapet Wall Cum 2 1 177.276 176.776 6.2 0.2 0.500 1.240
RCC M-20 21.821
10 Wearing Coat in C.C. M30 Cum 1 1 176.776 176.701 6.2 6.4 0.075 2.976
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
DESIGN FEATURES OF DOUBLE LANE ROAD BRIDGE AT K.M. 9.825 ON D-1 DISTRIBUTORY OFKUWA BRANCH CANAL OF INDIRA SAGAR PROJECT
REMARKSLENGTH WIDTHDEPTH
/HEIGHTQUANTITY
S NO
LEVEL
CC M10 Grade Concrete : Sub Structure
CC - M15 Grade Super Structure
NODESCRIPTION UNIT
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
RCC M20 for Bed Block over Abutment
7.344
19.584
5.643
11.285
39.498
5744.64
21.821
2.976
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Sl. No. DescriptionBar
Mark/T eLength
(m)Total
Len th6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemarTotal( K
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.184
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.5203 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.752
4 10mm 200mm C/C 2.000 34.000 0.550 1.100 0.682 0.682
II Slabe and Kerb
1 5489.5
0.39 195.24 61.41 1.58 2.47 3.86 5744.64
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 193.133 190.828 1.41 3.2 2.305 20.845
b D/S Wing Walls Cum 2 1 193.133 190.828 1.41 3.2 2.305 20.845
c Abutment Cum 2 1 193.133 190.828 6.8 1.8 2.305 56.426
Total Cum 98.116
Excavation for Hard Soil Cum 9.812
Excavation for Soft Rock Cum 19.623
Earth work in Hard Rock Cum 68.681
2 Earth Filling Cum 68.681
3
a U/S Wing Walls Cum 2 1 191.128 190.828 1.41 3.2 0.300 2.713
b D/S Wing Walls Cum 2 1 191.128 190.828 1.41 3.2 0.300 2.713
c Abutment Cum 2 1 191.128 190.828 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 12.770
4
a U/S Wing Walls Cum 2 1 193.133 191.128 0.751 3.275 2.005 9.869
b D/S Wing Walls Cum 2 1 193.133 191.128 0.751 3.275 2.005 9.869
c Abutment Cum 2 1 192.328 191.128 6.8 1.2 1.200 19.584
Total Cum 39.323
5
i) 0.3m Thick Cum 2 1 193.133 192.328 6.800 0.3 0.805 3.284
ii) 0.6m Thick Cum 2 1 192.628 192.328 6.800 0.6 0.300 2.448
Total Cum 5.732
6 Approach Slab Cum 2 1 191.128 190.978 3.5 6.4 0.150 6.720
7 4.70 m Slab & Kerb Cum 13.958
8 Parapet Wall Cum 2 1 193.633 193.133 9.4 0.2 0.500 1.880
RCC M-20 28.290
10 Wearing Coat in C.C. M30 Cum 1 1 193.133 193.058 5.9 6.4 0.075 2.832
11 225MM THICK GRAVEL Cum 2 1 192.983 192.758 3.5 6.4 0.225 10.080
12 Reinforcement
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super Structure
DESIGN FEATURES OF M T ROAD AT K.M. 0.499 ON MINOR M-3 OF D-1 DISTRIBUTORY OF
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
CC M10 Grade Concrete : Sub Structure
NOS NO DESCRIPTION UNITREMARKSLENGTH WIDTH
DEPTH/HEIGHT
QUANTITY
19.623
68.681
9.812
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
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Sl. No. DescriptionBar
Mark/TypeLength
(m)Total
Length6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemarksTotal( Kg)
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.184
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.520
3 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.752
4 10mm 200mm C/C 2.000 34.000 2.010 4.020 2.492 2.492
II Slabe and Kerb
1 1032.026
0.39 197.05 61.41 1.58 2.47 3.86 1288.97
STEEL REINFORCEMENT ESTIMATION
Nos
Grand Total=
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
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Sl. No. DescriptionBar
Mark/TypeLength
(m)Total
Length6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemarksTotal( Kg)
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.184
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.520
3 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.752
4 10mm 200mm C/C 2.000 34.000 0.550 1.100 0.682 0.682
II Slabe and Kerb
1 1032.026
0.39 195.24 61.41 1.58 2.47 3.86 1287.16
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
a U/S Wing Walls Cum 2 1 181.359 179.054 1.41 3.2 2.305 20.845 b D/S Wing Walls Cum 2 1 181.359 179.054 1.41 3.2 2.305 20.845
c Abutment Cum 2 1 181.359 179.054 6.8 1.8 2.305 56.426
Total Cum 98.116
Excavation for Hard Soil Cum 9.812
Excavation for Soft Rock Cum 19.623
Earth work in Hard Rock Cum 68.681
2 Earth Filling Cum 68.681
3
a U/S Wing Walls Cum 2 1 179.354 179.054 1.41 3.2 0.300 2.713
b D/S Wing Walls Cum 2 1 179.354 179.054 1.41 3.2 0.300 2.713
c Abutment Cum 2 1 179.354 179.054 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 12.770
4
a U/S Wing Walls Cum 2 1 181.359 179.354 1.213 3.275 2.005 15.930
b D/S Wing Walls Cum 2 1 181.359 179.354 0.756 3.275 2.005 9.935
c Abutment Cum 2 1 180.554 179.354 1.970 1.2 1.200 5.672
Total Cum 31.537
5
i) 0.3m Thick Cum 2 1 181.359 180.554 1.970 0.3 0.805 0.951
ii) 0.6m Thick Cum 2 1 180.854 180.554 1.970 0.6 0.300 0.709
Total Cum 1.660
6 Approach Slab Cum 2 1 179.354 179.204 3.5 6.4 0.150 6.720
7 4.70 m Slab & Kerb Cum 13.958
8 Parapet Wall Cum 2 1 181.859 181.359 7 0.2 0.500 1.400
RCC M-20 23.738
10 Wearing Coat in C .C. M30 Cum 1 1 181.359 181.284 5.9 6.4 0.075 2.832
11 225MM THICK GRAVEL Cum 2 1 181.209 180.984 3.5 6.4 0.225 10.080
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat Cum
5 HYSD Steel Kg
6 Gravel Cum
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
RCC M20 for Bed Block over Abutment
CC - M15 Grade Super S tructure
WIDTHDEPTH
/HEIGHT
CC M10 Grade Concrete : Sub Structure
NOS NO DESCRIPTION UNITQUANTITY
DESIGN FEATURES OF M T ROAD AT K.M. 4.836 ON MINOR M-3 OF D-1 DISTRIBUTORY OF
KUWA BRANCH CANAL OF INDIRA SAGAR PROJECTLEVEL
REMARKSLENGTH
12.770
31.537
9.812
19.623
68.681
1288.97
10.080
23.738
2.832
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Sl. No. DescriptionBar
Mark/T eLength
(m)Total
Len th6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemaTotal(
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.18
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.523 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.75
4 10mm 200mm C/C 2.000 34.000 2.010 4.020 2.492 2.49
II Slabe and Kerb
1 1032.
0.39 197.05 61.41 1.58 2.47 3.86 1288.97
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
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TOP BOTTOM
in mts in mts in mts in mts in mts in Cum1 2 3 4 5 6 7 8 9 10 11
1 Earth Work Excavation
c Abutment Cum 2 1 155.131 152.936 6.8 1.8 2.195 53.734
Total Cum 53.734
Excavation for Hard Soil Cum 5.373
Excavation for Soft Rock Cum 10.747
Earth work in Hard Rock Cum 37.614
2 Earth Filling Cum 37.614
3
c Abutment Cum 2 1 153.236 152.936 6.8 1.8 0.300 7.344
PCC M10 Sub Structure Cum 7.344
4
c Abutment Cum 2 1 154.436 153.236 6.8 1.2 1.200 19.584
Total Cum 19.584
5
i) 0.3m Thick Cum 2 1 155.131 154.436 6.800 0.3 0.695 2.836
ii) 0.6m Thick Cum 2 1 154.736 154.436 6.800 0.6 0.300 2.448
Total Cum 5.284
7 3.00 m Slab & Kerb Cum 7.261
8 Parapet Wall Cum 2 1 155.631 155.131 4.2 0.2 0.500 0.840
RCC M-20 13.385
10 Wearing Coat in C.C. M30 Cum 1 1 155.131 155.056 4.2 6.4 0.075 2.016
1 Hard Soil Cum
Soft Rock Cum
Hard Rock Cum
2 Sub Structure
P.C.C Cum
M 10 Conc Cum
3 Super Structure Cum
M 20 Cum
RCC M-20 Cum
4 Wearing Coat M30 Cum
5 HYSD Steel Kg
Concrete Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
RCC M20 for Bed Block over Abutment
LEVEL
CC M10 Grade Concrete : Sub Structure
CC - M15 Grade Super Structure
NODESCRIPTION UNIT
DESIGN FEATURES OF C T ROAD AT K.M. 8.31 ON MINOR M-3 OF D-1 DISTRIBUTORY OFKUWA BRANCH CANAL OF INDIRA SAGAR PROJECT
REMARKSLENGTH WIDTHDEPTH
/HEIGHTQUANTITY
S NO
7.344
19.584
5.373
10.747
37.614
2035.64
13.385
2.016
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7/28/2019 Abstract for Vrb's
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Sl. No. DescriptionBar
Mark/TypeLength
(m)Total
Length6mm(0.22)
8mm(.39)
10 mm(0.62)
12 mm(0.89)
16 mm(1.58)
20mm(2.47)
25mm(2.47)
RemarksTotal( Kg)
0.22 0.39 0.62 0.89 1.58 2.47 3.86I Bed Blocks
1 12 No.10mm at Top and Bottom Straight Bar 2.000 12.000 6.800 163.200 101.184 101.184
2 5 No's of 12mm Straight Bar 2.000 5.000 6.800 68.000 60.520 60.520
3 10mm 200mm C/C 2.000 34.000 2.200 149.600 92.752 92.752
4 10mm 200mm C/C 2.000 34.000 0.550 1.100 0.682 0.682
II Slabe and Kerb
1 1780.500
0.39 195.24 61.41 1.58 2.47 3.86 2035.64
STEEL REINFORCEMENT ESTIMATION
Nos
Steel Quantity according to IRC: SP20 - 2002/ PLATE NO.: 7.08
Grand Total=
