350
300
12000
300
6000
6000
1000 300
300
1000
a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
500
500
380 12000
Section
Plan
Bar Bending Schedule@95+325 -1*1 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
2.720
133.280
0.617
82.234
Bottom Slab 1
Bottom Slab - Bottom Bars
630
630 1500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
2760
BAR NOT IN USE 2500 280
280
16 Ø
250
3060
49
2.996
146.804
1.580
231.950
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
-
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
38
4.207
159.866
0.617
98.637
160
10 Ø
-
2820
20
2.786
55.720
0.617
34.379
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 2500 11900 190
190
16 0
Bottom slab side bars
11900
16 0
Side walls 1630
550 Outer Side Bars for end walls
2
16 Ø
250
2730
98
2.675
262.130
1.580
414.166
16 Ø
250
2730
98
2.648
259.465
1.580
409.954
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
550 200
Inner Side Bars for end walls
1630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
1 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@95+325 -1*1 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
2020
49
1.956
95.844
1.580
151.434
10 Ø
250
2700
49
2.660
130.340
0.617
80.420
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.185
146.220
0.617
90.218
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
1850
20
1.800
36.000
0.617
22.212
10 Ø
150
1800
16
1.775
28.400
0.617
17.523
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
1500 6
Spacing
260 1500
8
Top Slab - Top Bars 600
600 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900 400 23
Kerb Strirrups
450
450 450
24
kerb rods along -x
150
150 1500
Total =
2929.801 kgs 2.930 MT
Drop pit 2
2000
Side walls inner side
16 Ø
250
2200
48
2.168
10 Ø
250
2420
64
2.175
104.064
1.580
139.200
0.617
164.421
200 2100
wall outer side- ditributors
160
160
For four walls Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
85.886 250.308 0.250
kgs MT
KG'S 0.0 1340.2 468.0 1371.9 0 3180.11 3.18
2 of 82
NH-DIVISION ,KESINGA
350
300
12000
300
6000
6000
1000
300
300
1000
a b c d e f
BOX DIMENSIONS 1.000 1.000 0.500 0.350 0.380 0.300
500
500
12000
380
Section
Plan
Bar Bending Schedule@95+895 -1*1 BOX CULVERT Bar no.
Description of Bar
Bar shape
Dia of Bar
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
2.720
133.280
0.617
82.234
Bottom Slab 1
Bottom Slab - Bottom Bars
630
630 1500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
2760
BAR NOT IN USE 2500 280
280
16 Ø
250
3060
49
2.996
146.804
1.580
231.950
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
250
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.248
195.968
0.617
120.912
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 1630
550 Outer Side Bars for end walls
2
16 Ø
250
2730
100
2.675
267.480
1.580
422.618
16 Ø
250
2730
98
2.648
259.465
1.580
409.954
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
2304
98
2.274
222.852
0.888
197.893
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
550 200
Inner Side Bars for end walls
1630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 506
8 89
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
3 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@95+895 -1*1 BOX CULVERT Bar no.
Description of Bar
Bar shape
Dia of Bar
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Top Slab
1500 6
Spacing
16 Ø
250
2020
49
1.956
95.844
1.580
151.434
10 Ø
250
2700
49
2.660
130.340
0.617
80.420
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.185
146.220
0.617
90.218
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
Kerb strirrups
10 Ø
150
2050
24
2.041
48.984
0.617
30.223
Kerb Distributors along-y
10 Ø
-
1800
12
1.765
21.180
0.617
13.068
Top Slab - Bottom Bars 260
260 1500
8
Top Slab - Top Bars 600
600 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Total = Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3039.108 kgs 3.039 MT
KG'S 0.0 1301.6 521.6 1216.0 0 3039.11 3.04
4 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@96+190-2.5*5.5 RCC SLAB CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Deck Slab 1
Bottom Slab - Bottom along-x
325
325
20 Ø
125
6950
97
6.830
662.510
2.470
1636.400
10 Ø
175
11900
2
11.900
23.800
0.617
14.685
10 Ø
220
6950
51
6.890
351.390
0.617
216.808
12 Ø
175
12400
37
12.330
456.210
0.888
405.114
10 Ø
220
11600
30
11.600
348.000
0.617
214.716
12 Ø
-
7084
8
7.010
56.080
0.888
49.799
400
12 Ø
-
7100
8
6.850
54.800
0.888
48.662
325
10 Ø
-
6910
8
6.850
54.800
0.617
33.812
10 Ø
280
2378
48
2.280
109.440
0.617
67.524
12 Ø
100
1848
48
1.848
88.704
0.888
78.769
16 Ø
-
2440
30
2.430
72.900
1.580
115.182
12 Ø
250
4700
120
4.700
564.000
0.888
500.832
12 Ø
200
12300
36
12.260
441.360
0.888
391.928
6300 3
11900
Slab Bottom Along-y
6300 325
4
Slab top along-x
2
Slab Bottom along-y
5
Slab top along-y
6
Kerb Bottom
400
7
Kerb top
400
8
Kerb -Sides
325
325
11900 250
250
5800
5800 11900 400
6300
6260
Kerb-Strirrups
403
276
9
623
348
428 75
10
Railing vertical rod
1623
150 1000 11
Chairs
420
420
300
300
200 Bed Block
550
808
12
200 1400
13
Bed block along-y
200
200 11900
SKIN REINFORSMENT 200 15
Vertical along -y(outer side)
2450 750
10 Ø
200
4150
120
4.050
486.000
0.617
299.862
10 Ø
200
4100
120
4.000
480.000
0.617
296.160
10 Ø
200
4000
48
3.920
188.160
0.617
116.095
200
10 Ø
200
3300
120
3.220
386.400
0.617
238.409
200
10 Ø
200
12300
30
11.900
357.000
0.617
220.269
10 Ø
200
12300
64
11.900
761.600
0.617
469.907
600 200 2450
16
Vertical along -y(inner side)
350 600 200
17
Vertical along -x
350
3200 600
18
Distributors along-x
200 2900
19
Distributors along-y
200 11900
20
Distributors along-y
200
200 11900
Total =
5414.932 kgs 5.415 MT
Dia of Bar KG'S 8MM 0.0 10MM 2188.2 12MM 1475.1 16MM 115.2 20MM 1636.3997 Total in Kg's Total in MT
CONTRACTOR
5414.93 5.41
5 of 82
NH-DIVISION ,KESINGA
350
300
12000
300
6000
6000
2000
300
300
2000
a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
500
500
12000
380
Section
Plan
Bar Bending Schedule@96+500 -2*2 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
6 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@96+500 -2*2 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Top Slab
2500 6
Spacing
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
Kerb Strirrups
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
Kerb Distributors along-y
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Total =
3651.535 kgs 3.652 MT
Drop pit 150 3800
2
Side walls inner side
2
Side walls outer side
13
wall inner side- ditributors
160
wall outer side- ditributors
160
16 Ø
250
4150
44
4.118
181.192
1.580
286.283
16 Ø
250
4150
44
4.118
181.192
1.580
286.283
160
10 Ø
250
2770
64
2.738
175.232
0.617
108.118
160
10 Ø
250
2770
64
2.738
175.232
0.617
108.118
200 150 3800 200 2450
2450
For four walls Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
788.803 0.789
kgs MT
KG'S 0.0 1634.2 468.0 2338.2 0 4440.34 4.44
7 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
2000 300
300 500
500
2000
12000
Section 380
Plan
Bar Bending Schedule@98+610 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
8 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@98+610 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1417.9 468.0 1765.6 0 3651.54 3.65
9 of 82
NH-DIVISION ,KESINGA
350
300
12000
300
6000
6000
2000
300
300
2000
a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
500
500
12000
380
Section
Plan
Bar Bending Schedule@98+995 -2*2 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
124
1.291
160.084
0.888
142.155
125
10 Ø
-
16150
12
16.110
193.320
0.617
119.278
190
10 Ø
150
16280
12
16.240
194.880
0.617
120.241
12 Ø
-
15900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
16280
16
16.240
259.840
0.617
160.321
10 Ø
-
16220
4
16.220
64.880
0.617
40.031
200 10
Bottom Slab - Haunch Bars
932 200 15900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
15900
15900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 15900 190
16 0
Bottom slab side bars
190
15900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
124
4.275
530.075
1.580
837.519
16 Ø
250
3730
124
3.648
452.302
1.580
714.638
10 Ø
250
16220
16
16.180
258.880
0.617
159.729
10 Ø
250
16220
16
16.180
258.880
0.617
159.729
12 Ø
250
1706
124
1.658
205.592
0.888
182.566
12 Ø
-
15900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 15900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 15900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
15900
10 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@98+995 -2*2 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Top Slab
2500 6
Spacing
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
124
1.243
154.132
0.617
95.099
10 Ø
250
16350
16
16.310
260.960
0.617
161.012
160
10 Ø
-
16220
12
16.180
194.160
0.617
119.797
160
10 Ø
-
16220
8
16.220
129.760
0.617
80.062
Kerb Strirrups
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
Kerb Distributors along-y
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 15900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
15900
15900
Total =
4341.008 kgs 4.341 MT
Drop pit 150 3800
2
Side walls inner side
2
Side walls outer side
13
wall inner side- ditributors
160
wall outer side- ditributors
160
16 Ø
250
4150
44
4.118
181.192
1.580
286.283
16 Ø
250
4150
44
4.118
181.192
1.580
286.283
160
10 Ø
250
2920
64
2.888
184.832
0.617
114.041
160
10 Ø
250
2920
64
2.888
184.832
0.617
114.041
200 150 3800 200 2600
2600
For four walls Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
800.649 0.801
kgs MT
KG'S 0.0 1941.9 536.1 2663.6 0 5141.66 5.14
11 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@99+660-2.5*5.5 RCC SLAB CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Deck Slab 1
Bottom Slab - Bottom along-x
325
325
20 Ø
125
6950
97
6.830
662.510
2.470
1636.400
10 Ø
175
11900
2
11.900
23.800
0.617
14.685
10 Ø
220
6950
51
6.890
351.390
0.617
216.808
12 Ø
175
12400
37
12.330
456.210
0.888
405.114
10 Ø
220
11600
30
11.600
348.000
0.617
214.716
12 Ø
-
7084
8
7.010
56.080
0.888
49.799
400
12 Ø
-
7100
8
6.850
54.800
0.888
48.662
325
10 Ø
-
6910
8
6.850
54.800
0.617
33.812
10 Ø
280
2378
48
2.280
109.440
0.617
67.524
12 Ø
100
1848
48
1.848
88.704
0.888
78.769
16 Ø
-
2440
30
2.430
72.900
1.580
115.182
12 Ø
250
4700
120
4.700
564.000
0.888
500.832
12 Ø
200
12300
36
12.260
441.360
0.888
391.928
6300 3
11900
Slab Bottom Along-y
6300 325
4
Slab top along-x
2
Slab Bottom along-y
5
Slab top along-y
6
Kerb Bottom
400
7
Kerb top
400
8
Kerb -Sides
325
325
11900 250
250
5800
5800 11900 400
6300
6260
403
276
623
Kerb-Strirrups
348
9
428 75
10
Railing vertical rod
1623
150 1000 11
Chairs
420
420
300
300
200 Bed Block
550
808
12
200 1400
13
Bed block along-y
200
200 11900
SKIN REINFORSMENT 200 15
Vertical along -y(outer side)
2450 750
200 16
200
4150
120
4.050
486.000
0.617
299.862
10 Ø
200
4100
120
4.000
480.000
0.617
296.160
10 Ø
200
4000
48
3.920
188.160
0.617
116.095
200
10 Ø
200
3300
120
3.220
386.400
0.617
238.409
200
10 Ø
200
12300
30
11.900
357.000
0.617
220.269
10 Ø
200
12300
64
11.900
761.600
0.617
469.907
2450
Vertical along -y(inner side)
350 600 200
17
10 Ø
600
Vertical along -x
350
3200 600
18
Distributors along-x
200 2900
19
Distributors along-y
200 11900
20
Distributors along-y
200
200 11900
Total =
5414.932 kgs 5.415 MT
Dia of Bar KG'S 8MM 0.0 10MM 2188.2 12MM 1475.1 16MM 115.2 20MM 1636.3997 Total in Kg's Total in MT
CONTRACTOR
5414.93 5.41
12 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 1.000 1.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
1000
300
300 500
1000
500
380
12000
Section
Plan
Bar Bending Schedule@100+100 -1*1 BOX CULVERT Bar no.
Description of Bar
Bar shape
Dia of Bar
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
2.720
133.280
0.617
82.234
Bottom Slab 1
Bottom Slab - Bottom Bars
630
630 1500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
2760
BAR NOT IN USE 2500 280
280
16 Ø
250
3060
49
2.996
146.804
1.580
231.950
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
250
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.248
195.968
0.617
120.912
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 1630
550 Outer Side Bars for end walls
2
16 Ø
250
2730
100
2.675
267.480
1.580
422.618
16 Ø
250
2730
98
2.648
259.465
1.580
409.954
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
2304
98
2.274
222.852
0.888
197.893
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
550 200
Inner Side Bars for end walls
1630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 506
8 89
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
13 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@100+100 -1*1 BOX CULVERT Bar no.
Description of Bar
Bar shape
Dia of Bar
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Top Slab
1500 6
Spacing
16 Ø
250
2020
49
1.956
95.844
1.580
151.434
10 Ø
250
2700
49
2.660
130.340
0.617
80.420
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.185
146.220
0.617
90.218
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
Kerb strirrups
10 Ø
150
2050
24
2.041
48.984
0.617
30.223
Kerb Distributors along-y
10 Ø
-
1800
12
1.765
21.180
0.617
13.068
Top Slab - Bottom Bars 260
260 1500
8
Top Slab - Top Bars 600
600 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Total = Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3039.108 kgs 3.039 MT
KG'S 0.0 1301.6 521.6 1216.0 0 3039.11 3.04
14 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@100+305-2*2 RCC SLAB CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Deck Slab 1
Bottom Slab - Bottom along-x
225
225
16 Ø
125
2850
96
2.802
268.992
1.579
424.738
10 Ø
-
11900
2
11.900
23.800
0.617
14.685
10 Ø
220
2900
55
2.852
156.860
0.617
96.783
10 Ø
175
12300
69
12.252
845.388
0.617
521.604
10 Ø
220
11600
11
11.600
127.600
0.617
78.729
12 Ø
-
3200
8
3.152
25.216
0.888
22.392
400
10 Ø
-
3200
8
3.152
25.216
0.617
15.558
325
10 Ø
-
3050
8
3.002
24.016
0.617
14.818
10 Ø
280
2278
48
2.080
99.840
0.617
61.601
16 Ø
-
2198
20
2.150
43.000
1.580
67.940
12 Ø
250
3000
96
3.000
288.000
0.888
255.744
12 Ø
200
12300
36
12.260
441.360
0.888
391.928
2400 3
11900
Slab Bottom Along-y
2400 250
4
Slab top along-x
2
Slab Bottom along-y
5
Slab top along-y
6
Kerb Bottom
400
7
Kerb top
400
8
Kerb -Sides
325
250
11900 200
200
5800
5800 2400 400
2400
2400
Kerb-Strirrups
403
276
9
Chairs
299
1000
248
11
523
428
299
300
300
200 12
600
Bed Block
600
200
13
Bed block along-y
850
200
200 11900
SKIN REINFORSMENT 200 15
Vertical along -y(outer side)
1950 750
3650
120
3.500
420.000
0.617
259.140
10 Ø
200
3600
120
3.450
414.000
0.617
255.438
10 Ø
200
3500
28
3.452
96.656
0.617
59.637
200
10 Ø
200
2400
120
2.352
282.240
0.617
174.142
200
10 Ø
200
12300
12
12.252
147.024
0.617
90.714
10 Ø
200
12300
56
12.252
686.112
0.617
423.331
1950
Vertical along -y(inner side)
350 600 200
17
200
600 200
16
10 Ø
Vertical along -x
350
2700 600
18
Distributors along-x
200 2000
19
Distributors along-y
200 11900
20
Distributors along-y
200
200 11900
Total = Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3228.922 kgs 3.229 MT
KG'S 0.0 2066.2 670.1 492.7 0 3228.92 3.23
15 of 82
NH-DIVISION ,KESINGA
350
300
12000
300
6000
6000
1000 300
300
1000
a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
500
500
12000
Section 380
Plan
Bar Bending Schedule@100+475 -1*1 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
2.720
133.280
0.617
82.234
Bottom Slab 1
Bottom Slab - Bottom Bars
630
630 1500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
2760
BAR NOT IN USE 2500 280
280
16 Ø
250
3060
49
2.996
146.804
1.580
231.950
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
-
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
38
4.207
159.866
0.617
98.637
160
10 Ø
-
2820
20
2.786
55.720
0.617
34.379
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 2500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 1630
550 Outer Side Bars for end walls
2
16 Ø
250
2730
98
2.675
262.130
1.580
414.166
16 Ø
250
2730
98
2.648
259.465
1.580
409.954
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
550 200
Inner Side Bars for end walls
1630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
16 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@100+475 -1*1 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
2020
49
1.956
95.844
1.580
151.434
10 Ø
250
2700
49
2.660
130.340
0.617
80.420
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.185
146.220
0.617
90.218
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
1850
20
1.800
36.000
0.617
22.212
10 Ø
150
1800
16
1.775
28.400
0.617
17.523
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
1500 6
Spacing
260 1500
8
Top Slab - Top Bars 600
600 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900 400 23
Kerb Strirrups
450
450 450
24
kerb rods along -x
150
150 1500
Total =
2929.801 kgs 2.930 MT
Drop pit 2
2000
Side walls inner side
16 Ø
250
2200
48
2.168
10 Ø
250
2420
64
2.175
104.064
1.580
139.200
0.617
164.421
200 2100
wall outer side- ditributors
160
160
For four walls Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
85.886 250.308 0.250
kgs MT
KG'S 0.0 1340.2 468.0 1371.9 0 3180.11 3.18
17 of 82
NH-DIVISION ,KESINGA
a b c d e f
BOX DIMENSIONS 3.000 3.000 0.500 0.350 0.380 0.300
Section Bar Bending Schedule@100+715 -3*3*3 BOX CULVERT Bar no.
1
Description of Bar
Dia of Bar
Spacing
Length(mm)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
200
13340
61
13.285
810.385
1.579
1279.598
12 Ø
200
2200
120
2.2
264
0.888
234.432
20 Ø
200
11040
61
10.971
669.231
2.470
1653.001
10 Ø
200
1644
244
1.643
400.892
0.617
247.350
10 Ø
200
1743
122
1.742
212.524
0.617
131.127
275
10 Ø
200
12450
90
12.416
1117.440
0.617
689.460
235
12 Ø
200
12370
30
12.329
369.870
0.888
328.445
12 Ø
200
12400
90
12.359
1112.310
0.888
987.731
10 Ø
200
12300
60
12.260
735.600
0.617
453.865
200
12 Ø
-
12300
32
12.259
392.288
0.888
348.352
1556
12 Ø
-
4262
110
4.217
463.870
0.888
411.917
192
12 Ø
-
11024
20
10.983
219.660
0.888
195.058
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
16 Ø
200
6490
122
6.435
785.046
1.580
1240.372
16 Ø
200
4370
122
4.315
526.430
1.580
831.759
20 Ø
200
4490
244
4.421
1078.724
2.470
2664.448
16 Ø
200
2200
122
2.200
268.400
1.580
424.072
10 Ø
250
12370
24
12.336
296.064
0.617
182.671
12 Ø
200
2312
122
2.312
282.064
0.888
250.473
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
Bar shape
Bottom Slab - Bottom Bars
1350
1350 10640
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2200 10640 200
200 200
11
Hunch rods at BOTTOM of middle walls
1244 200 200
13
Hunch rods at BOTTOM of end walls
1343 200
14
Top & bottom distribution of deck slab across road
11900 275 11900
15
End wall distribution rod at out side face 235 11900
16
Top & bottom distribution of raft
250
17
Distribution rods of middle walls
200
18
Top & bottom corner of end walls nd middle walls
200
250 11900 200 11900
1300
23
1100
Bottom Slab key Bars
106
200 24
Bottom Slab key Distributors
22
Sides of end walls at TOP corner
192 10640 11900 160
21
Sides of end walls at BOTTOM corner
160
160 11900
16 0
2
3850
1320 Outer Side Bars for end walls
1320 260
Inner Side Bars for end walls
3850
5
260 320
Standing rods at middle walls
9
Top of middle walls inside deck slab
25
End walls side distribution rod at inner face
3850
6
320 2200 11900 235
235 806 200
Bracket Bar
6 90
20
200 19
CONTRACTOR
Bracket - Distributors
11900
18 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@100+715 -3*3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Top Slab - Bottom Bars 320
Length(mm)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Top Slab
10640 7
Spacing
20 Ø
200
11280
61
11.211
683.871
2.470
1689.161
16 Ø
200
13240
61
13.185
804.285
1.580
1270.770
10 Ø
200
1573
244
1.573
383.812
0.617
236.812
10 Ø
200
1672
122
1.672
203.984
0.617
125.858
320 10640
8
Top Slab - Top Bars 1300
1300 200
10
Hunch rods at TOP of middle walls
1173 200 200
12
Hunch rods at TOP of end walls
1272 200
Total =
16042.556 kgs 16.043 MT
Dia of Bar KG'S 8MM 0.0 10MM 2127.3 12MM 2862.1 16MM 5046.6 20MM 6006.61022 Total in Kg's Total in MT
CONTRACTOR
16042.56 16.04
19 of 82
NH-DIVISION ,KESINGA
350
300
12000
300
6000
6000
1000
300
300
1000
a b c d e f
BOX DIMENSIONS 1.000 1.000 0.500 0.350 0.380 0.300
500
500 12000
Section
Plan
Bar Bending Schedule@101+250 -1*1 BOX CULVERT Description of Bar
Dia of Bar
Bar shape
Spacing
380
Bar no.
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
2.720
133.280
0.617
82.234
Bottom Slab 1
Bottom Slab - Bottom Bars
630
630 1500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
2760
BAR NOT IN USE 2500 280
280
16 Ø
250
3060
49
2.996
146.804
1.580
231.950
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
250
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.248
195.968
0.617
120.912
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 1630
550 Outer Side Bars for end walls
2
16 Ø
250
2730
100
2.675
267.480
1.580
422.618
16 Ø
250
2730
98
2.648
259.465
1.580
409.954
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
2304
98
2.274
222.852
0.888
197.893
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
550 200
Inner Side Bars for end walls
1630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 506
8 89
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
20 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@101+250 -1*1 BOX CULVERT Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
2020
49
1.956
95.844
1.580
151.434
10 Ø
250
2700
49
2.660
130.340
0.617
80.420
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.185
146.220
0.617
90.218
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
1500 6
Spacing
380
Bar no.
260 1500
8
Top Slab - Top Bars 600
600 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900 Total = Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
2995.816 kgs 2.996 MT
KG'S 0.0 1258.3 521.6 1216.0 0 2995.82 3.00
21 of 82
NH-DIVISION ,KESINGA
350
300
12000
300
6000
6000
2000
300
300
2000
a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
500
500
12000
380
Section
Plan
Bar Bending Schedule@101+155 -2*2 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
79
4.320
341.280
0.617
210.570
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
79
3.996
315.684
1.580
498.781
12 Ø
250
1332
158
1.291
203.978
0.888
181.132
10 Ø
150
21280
12
21.186
254.232
0.617
156.861
12 Ø
-
20900
10
20.900
209.000
0.888
185.592
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
21280
16
21.240
339.840
0.617
209.681
10 Ø
-
21220
4
21.186
84.744
0.617
52.287
200 10
Bottom Slab - Haunch Bars
15
Bottom Slab Projection Distributors Top & Bottom
16
Bottom slab Projection Distributors along sides
932
20900 190
200 190
20900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 20900 190
16 0
Bottom slab side bars
190
20900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
158
3.648
576.321
1.580
910.587
10 Ø
250
21220
16
21.180
338.880
0.617
209.089
10 Ø
250
21220
16
21.180
338.880
0.617
209.089
12 Ø
250
1706
96
1.658
159.168
0.888
141.341
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 20900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 20900 160 500 200
Bracket Bar
16
Bracket - Distributors
6 60
17
200
CONTRACTOR
11900
22 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@101+155 -2*2 SYPHON BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3060
79
2.965
234.235
1.580
370.091
10 Ø
250
4300
79
4.260
336.540
0.617
207.645
10 Ø
250
1290
158
1.243
196.394
0.617
121.175
10 Ø
250
21350
16
21.310
340.960
0.617
210.372
160
10 Ø
-
21220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
21220
8
21.186
169.488
0.617
104.574
450
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 280
Length(m m)
Top Slab
2500 6
Spacing
280 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 20900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
20900
20900 400 Kerb Strirrups
450 450
Kerb Distributors along-y
Total =
5076.287 kgs 5.076 MT
75 2
Side walls inner side
2
Side walls outer side
1450
12 Ø
100
1675
240
1.650
396.000
0.888
351.648
16 Ø
250
4030
80
3.998
319.840
1.580
505.347
150 200 3630 200 For four walls Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
856.995 0.857
kgs MT
KG'S 0.0 2021.2 965.4 2946.7 0 5933.28 5.93
23 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@101+755-2.5*5.5 RCC SLAB CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Deck Slab 1
Bottom Slab - Bottom along-x
325
325
20 Ø
125
6950
97
6.830
662.510
2.470
1636.400
10 Ø
175
11900
2
11.900
23.800
0.617
14.685
10 Ø
220
6950
51
6.890
351.390
0.617
216.808
12 Ø
175
12400
37
12.330
456.210
0.888
405.114
10 Ø
220
11600
30
11.600
348.000
0.617
214.716
12 Ø
-
7084
8
7.010
56.080
0.888
49.799
400
12 Ø
-
7100
8
6.850
54.800
0.888
48.662
325
10 Ø
-
6910
8
6.850
54.800
0.617
33.812
10 Ø
280
2378
48
2.280
109.440
0.617
67.524
12 Ø
100
1848
48
1.848
88.704
0.888
78.769
16 Ø
-
2440
30
2.430
72.900
1.580
115.182
12 Ø
250
4700
120
4.700
564.000
0.888
500.832
12 Ø
200
12300
36
12.260
441.360
0.888
391.928
6300 3
11900
Slab Bottom Along-y
6300 325
4
Slab top along-x
2
Slab Bottom along-y
5
Slab top along-y
6
Kerb Bottom
400
7
Kerb top
400
8
Kerb -Sides
325
325
11900 250
250
5800
5800 11900 400
6300
6260
9
Kerb-Strirrups
Railing vertical rod
623
75
348
10
403
276
428
1623
150 1000 11
Chairs
420
420
300
300
200 Bed Block
550
808
12
200 1400
13
Bed block along-y
200
200 11900
SKIN REINFORSMENT 200 15
Vertical along -y(outer side)
2450 750
10 Ø
200
4150
120
4.050
486.000
0.617
299.862
10 Ø
200
4100
120
4.000
480.000
0.617
296.160
10 Ø
200
4000
48
3.920
188.160
0.617
116.095
200
10 Ø
200
3300
120
3.220
386.400
0.617
238.409
200
10 Ø
200
12300
30
11.900
357.000
0.617
220.269
10 Ø
200
12300
64
11.900
761.600
0.617
469.907
600 200 2450
16
Vertical along -y(inner side)
350 600 200
17
Vertical along -x
350
3200 600
18
Distributors along-x
200 2900
19
Distributors along-y
200 11900
20
Distributors along-y
200
200 11900
Total =
5414.932 kgs 5.415 MT
Dia of Bar KG'S 8MM 0.0 10MM 2188.2 12MM 1475.1 16MM 115.2 20MM 1636.3997 Total in Kg's Total in MT
CONTRACTOR
5414.93 5.41
24 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@102+250-2.5*5.5 RCC SLAB CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Deck Slab 1
Bottom Slab - Bottom along-x
325
325
20 Ø
125
6950
97
6.830
662.510
2.470
1636.400
10 Ø
175
11900
2
11.900
23.800
0.617
14.685
10 Ø
220
6950
51
6.890
351.390
0.617
216.808
12 Ø
175
12400
37
12.330
456.210
0.888
405.114
10 Ø
220
11600
30
11.600
348.000
0.617
214.716
12 Ø
-
7084
8
7.010
56.080
0.888
49.799
400
12 Ø
-
7100
8
6.850
54.800
0.888
48.662
325
10 Ø
-
6910
8
6.850
54.800
0.617
33.812
10 Ø
280
2378
48
2.280
109.440
0.617
67.524
12 Ø
100
1848
48
1.848
88.704
0.888
78.769
16 Ø
-
2440
30
2.430
72.900
1.580
115.182
12 Ø
250
4700
120
4.700
564.000
0.888
500.832
12 Ø
200
12300
36
12.260
441.360
0.888
391.928
6300 3
11900
Slab Bottom Along-y
6300 325
4
Slab top along-x
2
Slab Bottom along-y
5
Slab top along-y
6
Kerb Bottom
400
7
Kerb top
400
8
Kerb -Sides
325
325
11900 250
250
5800
5800 11900 400
6300
6260
403
276
623
Kerb-Strirrups
348
9
428 75
10
Railing vertical rod
1623
150 1000 11
Chairs
420
420
300
300
200 Bed Block
550
808
12
200 1400
13
Bed block along-y
200
200 11900
SKIN REINFORSMENT 200 15
Vertical along -y(outer side)
2450 750
10 Ø
200
4150
120
4.050
486.000
0.617
299.862
10 Ø
200
4100
120
4.000
480.000
0.617
296.160
10 Ø
200
4000
48
3.920
188.160
0.617
116.095
200
10 Ø
200
3300
120
3.220
386.400
0.617
238.409
200
10 Ø
200
12300
30
11.900
357.000
0.617
220.269
10 Ø
200
12300
64
11.900
761.600
0.617
469.907
600 200 2450
16
Vertical along -y(inner side)
350 600 200
17
Vertical along -x
350
3200 600
18
Distributors along-x
200 2900
19
Distributors along-y
200 11900
20
Distributors along-y
200
200 11900
Total =
5414.932 kgs 5.415 MT
Dia of Bar KG'S 8MM 0.0 10MM 2188.2 12MM 1475.1 16MM 115.2 20MM 1636.3997 Total in Kg's Total in MT
CONTRACTOR
5414.93 5.41
25 of 82
NH-DIVISION ,KESINGA
350
300
12000
300
6000
6000
1000 300
300
1000
a b c d e f
BOX DIMENSIONS 1.000 1.000 0.500 0.350 0.380 0.300
500
500
380
12000
Section
Plan
Bar Bending Schedule@104+197 -1*1 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
2.720
133.280
0.617
82.234
Bottom Slab 1
Bottom Slab - Bottom Bars
630
630 1500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
2760
BAR NOT IN USE 2500 280
280
16 Ø
250
3060
49
2.996
146.804
1.580
231.950
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
250
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.248
195.968
0.617
120.912
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 1630
550 Outer Side Bars for end walls
2
16 Ø
250
2730
100
2.675
267.480
1.580
422.618
16 Ø
250
2730
98
2.648
259.465
1.580
409.954
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
2304
98
2.274
222.852
0.888
197.893
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
550 200
Inner Side Bars for end walls
1630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 506
8 89
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
26 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@104+197 -1*1 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
2020
49
1.956
95.844
1.580
151.434
10 Ø
250
2700
49
2.660
130.340
0.617
80.420
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.185
146.220
0.617
90.218
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
1500 6
Spacing
260 1500
8
Top Slab - Top Bars 600
600 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900 Total = Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
2995.816 kgs 2.996 MT
KG'S 0.0 1258.3 521.6 1216.0 0 2995.82 3.00
27 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
2000 300
300 500
500
2000
12000
Section 380
Plan
Bar Bending Schedule@107+315 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
28 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@107+315 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1398.2 468.0 1765.6 0 3631.80 3.63
29 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
2000 300
300 500
2000
500
12000
380
Section
Plan
Bar Bending Schedule@107+520 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
30 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@107+520 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1398.2 468.0 1765.6 0 3631.80 3.63
31 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
2000
300
300 500
2000
500
12000
Plan
380
Section
Bar Bending Schedule@107+920 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
32 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@107+920 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1398.2 468.0 1765.6 0 3631.80 3.63
33 of 82
NH-DIVISION ,KESINGA
350
300
12000
300
6000
6000
2000 300
300
2000
a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
500
500
12000
380
Section
Plan
Bar Bending Schedule@110+395 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
34 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@110+395 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1398.2 468.0 1765.6 0 3631.80 3.63
35 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@113+935 H.P.Culvert with encessing Bar no.
Description of Bar
1
Bar shape
100
100
1400
7500 200
2
Dia of Bar
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
10 Ø
300
7700
14
7.660
107.240
0.617
66.167
10 Ø
300
1800
50
1.766
88.275
0.617
54.466
10 Ø
300
2100
50
2.060
103.000
0.617
63.551
10 Ø
300
15400
5
15.360
76.800
0.617
47.386
200 1700 3
200
4
200
200 15000 200
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
231.569 kgs 0.232 MT
KG'S 0.0 231.6 0.0 0.0 0 231.57 0.23
36 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
2000 300
300 500
2000
500
12000
380
Section
Plan
Bar Bending Schedule@116+850 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
37 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@116+850 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1398.2 468.0 1765.6 0 3631.80 3.63
38 of 82
NH-DIVISION ,KESINGA
12000
300
6000
6000
3000
420
3000
a b c d e f
300
420
BOX DIMENSIONS 3.000 3.000 0.900 0.420 0.420 0.420
900
900
12000
420
Section
Plan
Bar Bending Schedule@117+350 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
1270
1270
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
16 Ø
-
2100
61
2.1
128.100
1.580
202.398
16 Ø
200
6180
61
6.116
373.076
1.580
589.460
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
210
10 Ø
200
12320
24
12.286
294.864
0.617
181.931
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
200
4291
58
4.207
244.006
0.617
150.552
160
10 Ø
-
5860
20
5.826
116.520
0.617
71.893
12 Ø
200
12320
30
12.272
368.160
0.888
326.926
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
3740 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2100 5540 320
320 200
10
Bottom Slab - Haunch Bars
1156 200 11900
14
Bottom Slab Corner Distributors
160
15
Bottom Slab Projection Distributors Top & Bottom
210
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 5540 11900 210
16 0
Bottom slab side bars
210
11900
16 0
Side walls 3740
1270 Outer Side Bars for end walls
2
16 Ø
200
6280
124
6.225
771.875
1.580
1219.563
12 Ø
150
5360
162
5.298
858.308
0.888
762.178
10 Ø
200
12320
30
12.280
368.400
0.617
227.303
10 Ø
250
12320
24
12.280
294.720
0.617
181.842
12 Ø
200
2478
122
2.274
277.428
0.888
246.356
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1270 200
Inner Side Bars for end walls
3740
5
200 1220 11900 13
Outer Side -Distributors
210
22
wall Inner Side -Distributors
210
210 11900 210 620 200
58 12
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
39 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@117+350 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
4260
61
4.196
255.956
1.580
404.410
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
10 Ø
200
12420
30
12.380
371.400
0.617
229.154
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
50
2.166
108.280
0.617
66.809
10 Ø
-
12
3.906
46.867
0.617
28.917
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
3740 6
Spacing
260 3740
8
Top Slab - Top Bars 1270
1270 200
9
Top Slab - Haunch Bars
1156 200 11900
11
Top Slab -Distributors 260
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
260
11900
11900
Kerb Strirrups
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
6069.343 kgs 6.069 MT
KG'S 0.0 2106.7 1546.8 2415.8 0 6069.34 6.07
40 of 82
NH-DIVISION ,KESINGA
300
420
12000
300
6000
6000
3000
420
3000
a b c d e f
BOX DIMENSIONS 3.000 3.000 0.900 0.420 0.420 0.420
900
420
900
12000
Section
Plan
Bar Bending Schedule@119+550 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
1270
1270
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
16 Ø
-
2100
61
2.1
128.100
1.580
202.398
16 Ø
200
6180
61
6.116
373.076
1.580
589.460
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
210
10 Ø
200
12320
24
12.286
294.864
0.617
181.931
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
200
4291
58
4.207
244.006
0.617
150.552
160
10 Ø
-
5860
20
5.826
116.520
0.617
71.893
12 Ø
200
12320
30
12.272
368.160
0.888
326.926
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
3740 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2100 5540 320
320 200
10
Bottom Slab - Haunch Bars
1156 200 11900
14
Bottom Slab Corner Distributors
160
15
Bottom Slab Projection Distributors Top & Bottom
210
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 5540 11900 210
16 0
Bottom slab side bars
210
11900
16 0
Side walls 3740
1270 Outer Side Bars for end walls
2
16 Ø
200
6280
124
6.225
771.875
1.580
1219.563
12 Ø
150
5360
162
5.298
858.308
0.888
762.178
10 Ø
200
12320
30
12.280
368.400
0.617
227.303
10 Ø
250
12320
24
12.280
294.720
0.617
181.842
12 Ø
200
2478
122
2.274
277.428
0.888
246.356
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1270 200
Inner Side Bars for end walls
3740
5
200 1220 11900 13
Outer Side -Distributors
210
22
wall Inner Side -Distributors
210
210 11900 210 620 200
58 12
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
41 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@119+550 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
4260
61
4.196
255.956
1.580
404.410
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
10 Ø
200
12420
30
12.380
371.400
0.617
229.154
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
50
2.166
108.280
0.617
66.809
10 Ø
-
12
3.906
46.867
0.617
28.917
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
3740 6
Spacing
260 3740
8
Top Slab - Top Bars 1270
1270 200
9
Top Slab - Haunch Bars
1156 200 11900
11
Top Slab -Distributors 260
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
260
11900
11900
Kerb Strirrups
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
6069.343 kgs 6.069 MT
KG'S 0.0 2106.7 1546.8 2415.8 0 6069.34 6.07
42 of 82
NH-DIVISION ,KESINGA
300
420
12000
300
6000
6000
3000
420
6000
a b c d e f
BOX DIMENSIONS 3.000 6.000 0.900 0.420 0.420 0.420
900
420
900
12000
Section
Plan
Bar Bending Schedule@122+350 -3*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
2500
2500
16 Ø
250
9600
49
9.536
467.264
1.579
737.810
16 Ø
-
2100
61
2.1
128.100
1.580
202.398
16 Ø
200
9500
61
9.436
575.596
1.580
909.442
10 Ø
200
1800
122
1.780
217.160
0.617
133.988
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
250
12 Ø
200
12400
36
12.286
442.296
0.888
392.759
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
200
4291
58
4.207
244.006
0.617
150.552
160
10 Ø
-
12220
20
12.180
243.600
0.617
150.301
12 Ø
200
12420
30
12.380
371.400
0.888
329.803
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
4600 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2100 8200 650
650 200
10
Bottom Slab - Haunch Bars
1400 200 11900
14
Bottom Slab Corner Distributors
160
15
Bottom Slab Projection Distributors Top & Bottom
250
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 11900 11900 260
16 0
Bottom slab side bars
260
11900
16 0
Side walls 7350
1650 Outer Side Bars for end walls
2
20 Ø
200
10650
124
10.581
1312.044
2.470
3240.749
16 Ø
175
10300
120
10.218
1226.112
1.580
1937.257
12 Ø
200
12400
60
12.352
741.120
0.888
658.115
10 Ø
200
12400
60
12.360
741.600
0.617
457.567
12 Ø
200
4930
122
4.828
589.016
0.888
523.046
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1650 200
Inner Side Bars for end walls
7350
5
200 2550 11900 13
Outer Side -Distributors
250
22
wall Inner Side -Distributors
250
250 11900 250 2000 200
30 23
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
43 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@122+350 -3*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
5120
61
5.090
310.490
1.580
490.574
16 Ø
200
9300
61
9.236
563.396
1.580
890.166
10 Ø
200
1757
122
1.737
211.914
0.617
130.751
10 Ø
200
12500
30
12.460
373.800
0.617
230.635
200
10 Ø
-
12300
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
50
2.166
108.280
0.617
66.809
10 Ø
-
12
3.906
46.867
0.617
28.917
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
4600 6
Spacing
260 4600
8
Top Slab - Top Bars 2350
2350 200
9
Top Slab - Haunch Bars
1357 200 11900
11
Top Slab -Distributors 300
14
Slab Corner Distributors
200
19
Top slab distribution along sides
160
300
11900
11900
Kerb Strirrups
100
100
Total =
12144.101 kgs 12.144 MT
Dia of Bar KG'S 8MM 0.0 10MM 1620.6 12MM 2115.1 16MM 5167.6 20MM 3240.74868 Total in Kg's Total in MT
CONTRACTOR
12144.10 12.14
44 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@122+610-2.5*4 RCC SLAB CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Deck Slab 1
Bottom Slab - Bottom along-x
200
200
16 Ø
180
3700
67
3.600
241.200
1.579
380.855
10 Ø
-
11900
2
11.900
23.800
0.617
14.685
10 Ø
290
3700
39
3.640
141.960
0.617
87.589
8Ø
150
12300
23
12.230
281.290
0.395
111.110
10 Ø
220
11600
13
11.600
150.800
0.617
93.044
12 Ø
-
3992
8
3.930
31.440
0.888
27.919
350
12 Ø
-
4000
8
3.930
31.440
0.888
27.919
300
10 Ø
-
3868
8
3.810
30.480
0.617
18.806
10 Ø
280
2094
26
1.995
51.870
0.617
32.004
16 Ø
-
2440
20
2.430
48.600
1.580
76.788
0.000
0.888
0.000
0.000
0.888
0.000
3300 3
11900
Slab Bottom Along-y
3300 200
4
Slab top along-x
2
Slab Bottom along-y
5
Slab top along-y
6
Kerb Bottom
350
7
Kerb top
350
8
Kerb -Sides
300
200
11900 200
200
5800
5800 3292 350
3300
3268
9
Kerb-Strirrups
405
276
430
420
1000
479
Chairs
204
11
420
300
300
200 Bed Block
550
808
12
12 Ø
200 1400
13
Bed block along-y
200
200
12 Ø
12.260
11900
SKIN REINFORSMENT 200 15
Vertical along -y(outer side)
2450 750
0.000
0.617
0.000
10 Ø
120
0.000
0.617
0.000
10 Ø
48
0.000
0.617
0.000
200
10 Ø
120
0.000
0.617
0.000
200
10 Ø
30
0.000
0.617
0.000
10 Ø
64
0.000
0.617
0.000
2450
Vertical along -y(inner side)
350 600 200
17
120
600 200
16
10 Ø
Vertical along -x
350
3200 600
18
Distributors along-x
200 2900
19
Distributors along-y
200 11900
20
Distributors along-y
200
200 11900
Total = Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
870.717 kgs 0.871 MT
KG'S 111.1 246.1 55.8 457.6 0 870.72 0.87
45 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
2000 300
300 500
2000
500
12000
380
Section
Plan
Bar Bending Schedule@122+750 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
46 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@122+750 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1398.2 468.0 1765.6 0 3631.80 3.63
47 of 82
NH-DIVISION ,KESINGA
300
420
12000
300
6000
6000
3000
420
6000
a b c d e f
BOX DIMENSIONS 3.000 6.000 0.900 0.420 0.420 0.420
900
900
420
12000
Section
Plan
Bar Bending Schedule@122+950 -3*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
2500
2500
16 Ø
250
9600
49
9.536
467.264
1.579
737.810
16 Ø
-
2100
61
2.1
128.100
1.580
202.398
16 Ø
200
9500
61
9.436
575.596
1.580
909.442
10 Ø
200
1800
122
1.780
217.160
0.617
133.988
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
250
12 Ø
200
12400
36
12.286
442.296
0.888
392.759
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
200
4291
58
4.207
244.006
0.617
150.552
160
10 Ø
-
12220
20
12.180
243.600
0.617
150.301
12 Ø
200
12420
30
12.380
371.400
0.888
329.803
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
4600 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2100 8200 650
650 200
10
Bottom Slab - Haunch Bars
1400 200 11900
14
Bottom Slab Corner Distributors
160
15
Bottom Slab Projection Distributors Top & Bottom
250
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 11900 11900 260
16 0
Bottom slab side bars
260
11900
16 0
Side walls 7350
1650 Outer Side Bars for end walls
2
20 Ø
200
10650
124
10.581
1312.044
2.470
3240.749
16 Ø
175
10300
120
10.218
1226.112
1.580
1937.257
12 Ø
200
12400
60
12.352
741.120
0.888
658.115
10 Ø
200
12400
60
12.360
741.600
0.617
457.567
12 Ø
200
4930
122
4.828
589.016
0.888
523.046
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1650 200
Inner Side Bars for end walls
7350
5
200 2550 11900 13
Outer Side -Distributors
250
22
wall Inner Side -Distributors
250
250 11900 250 2000 200
30 23
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
48 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@122+950 -3*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
5120
61
5.090
310.490
1.580
490.574
16 Ø
200
9300
61
9.236
563.396
1.580
890.166
10 Ø
200
1757
122
1.737
211.914
0.617
130.751
10 Ø
200
12500
30
12.460
373.800
0.617
230.635
200
10 Ø
-
12300
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
50
2.166
108.280
0.617
66.809
10 Ø
-
12
3.906
46.867
0.617
28.917
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
4600 6
Spacing
260 4600
8
Top Slab - Top Bars 2350
2350 200
9
Top Slab - Haunch Bars
1357 200 11900
11
Top Slab -Distributors 300
14
Slab Corner Distributors
200
19
Top slab distribution along sides
160
300
11900
11900
Kerb Strirrups
100
100
Total =
12144.101 kgs 12.144 MT
Dia of Bar KG'S 8MM 0.0 10MM 1620.6 12MM 2115.1 16MM 5167.6 20MM 3240.74868 Total in Kg's Total in MT
CONTRACTOR
12144.10 12.14
49 of 82
NH-DIVISION ,KESINGA
300
420
12000
300
6000
6000
3000
420
6000
a b c d e f
BOX DIMENSIONS 3.000 6.000 0.900 0.420 0.420 0.420
900
900
420
12000
Section
Plan
Bar Bending Schedule@123+230 -3*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
2500
2500
16 Ø
250
9600
49
9.536
467.264
1.579
737.810
16 Ø
-
2100
61
2.1
128.100
1.580
202.398
16 Ø
200
9500
61
9.436
575.596
1.580
909.442
10 Ø
200
1800
122
1.780
217.160
0.617
133.988
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
250
12 Ø
200
12400
36
12.286
442.296
0.888
392.759
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
200
4291
58
4.207
244.006
0.617
150.552
160
10 Ø
-
12220
20
12.180
243.600
0.617
150.301
12 Ø
200
12420
30
12.380
371.400
0.888
329.803
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
4600 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2100 8200 650
650 200
10
Bottom Slab - Haunch Bars
1400 200 11900
14
Bottom Slab Corner Distributors
160
15
Bottom Slab Projection Distributors Top & Bottom
250
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 11900 11900 260
16 0
Bottom slab side bars
260
11900
16 0
Side walls 7350
1650 Outer Side Bars for end walls
2
20 Ø
200
10650
124
10.581
1312.044
2.470
3240.749
16 Ø
175
10300
120
10.218
1226.112
1.580
1937.257
12 Ø
200
12400
60
12.352
741.120
0.888
658.115
10 Ø
200
12400
60
12.360
741.600
0.617
457.567
12 Ø
200
4930
122
4.828
589.016
0.888
523.046
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1650 200
Inner Side Bars for end walls
7350
5
200 2550 11900 13
Outer Side -Distributors
250
22
wall Inner Side -Distributors
250
250 11900 250 2000 200
30 23
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
50 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@123+230 -3*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
5120
61
5.090
310.490
1.580
490.574
16 Ø
200
9300
61
9.236
563.396
1.580
890.166
10 Ø
200
1757
122
1.737
211.914
0.617
130.751
10 Ø
200
12500
30
12.460
373.800
0.617
230.635
200
10 Ø
-
12300
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
50
2.166
108.280
0.617
66.809
10 Ø
-
12
3.906
46.867
0.617
28.917
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
4600 6
Spacing
260 4600
8
Top Slab - Top Bars 2350
2350 200
9
Top Slab - Haunch Bars
1357 200 11900
11
Top Slab -Distributors 300
14
Slab Corner Distributors
200
19
Top slab distribution along sides
160
300
11900
11900
Kerb Strirrups
100
100
Total =
12144.101 kgs 12.144 MT
Dia of Bar KG'S 8MM 0.0 10MM 1620.6 12MM 2115.1 16MM 5167.6 20MM 3240.74868 Total in Kg's Total in MT
CONTRACTOR
12144.10 12.14
51 of 82
NH-DIVISION ,KESINGA
300
420
12000
300
6000
6000
3000
420
6000
a b c d e f
BOX DIMENSIONS 3.000 6.000 0.900 0.420 0.420 0.420
900
900
420
12000
Section
Plan
Bar Bending Schedule@123+895 -3*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
2500
2500
16 Ø
250
9600
49
9.536
467.264
1.579
737.810
16 Ø
-
2100
61
2.1
128.100
1.580
202.398
16 Ø
200
9500
61
9.436
575.596
1.580
909.442
10 Ø
200
1800
122
1.780
217.160
0.617
133.988
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
250
12 Ø
200
12400
36
12.286
442.296
0.888
392.759
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
200
4291
58
4.207
244.006
0.617
150.552
160
10 Ø
-
12220
20
12.180
243.600
0.617
150.301
12 Ø
200
12420
30
12.380
371.400
0.888
329.803
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
4600 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2100 8200 650
650 200
10
Bottom Slab - Haunch Bars
1400 200 11900
14
Bottom Slab Corner Distributors
160
15
Bottom Slab Projection Distributors Top & Bottom
250
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 11900 11900 260
16 0
Bottom slab side bars
260
11900
16 0
Side walls 7350
1650 Outer Side Bars for end walls
2
20 Ø
200
10650
124
10.581
1312.044
2.470
3240.749
16 Ø
175
10300
120
10.218
1226.112
1.580
1937.257
12 Ø
200
12400
60
12.352
741.120
0.888
658.115
10 Ø
200
12400
60
12.360
741.600
0.617
457.567
12 Ø
200
4930
122
4.828
589.016
0.888
523.046
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1650 200
Inner Side Bars for end walls
7350
5
200 2550 11900 13
Outer Side -Distributors
250
22
wall Inner Side -Distributors
250
250 11900 250 2000 200
30 23
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
52 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@123+895 -3*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
5120
61
5.090
310.490
1.580
490.574
16 Ø
200
9300
61
9.236
563.396
1.580
890.166
10 Ø
200
1757
122
1.737
211.914
0.617
130.751
10 Ø
200
12500
30
12.460
373.800
0.617
230.635
200
10 Ø
-
12300
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
50
2.166
108.280
0.617
66.809
10 Ø
-
12
3.906
46.867
0.617
28.917
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
4600 6
Spacing
260 4600
8
Top Slab - Top Bars 2350
2350 200
9
Top Slab - Haunch Bars
1357 200 11900
11
Top Slab -Distributors 300
14
Slab Corner Distributors
200
19
Top slab distribution along sides
160
300
11900
11900
Kerb Strirrups
100
100
Total =
12144.101 kgs 12.144 MT
Dia of Bar KG'S 8MM 0.0 10MM 1620.6 12MM 2115.1 16MM 5167.6 20MM 3240.74868 Total in Kg's Total in MT
CONTRACTOR
12144.10 12.14
53 of 82
NH-DIVISION ,KESINGA
700
300
12000
300
6000
6000
6000
850
850
6000
a b c d e f
BOX DIMENSIONS 6.000 6.000 1.800 0.700 0.800 0.850
1800
1800
12000
Plan
800
Section
Bar Bending Schedule@124+275 -6*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
2550
2550
20 Ø
200
12700
61
12.631
770.491
2.470
1903.113
16 Ø
200
4200
61
4.2
256.200
1.579
404.540
20 Ø
200
12600
61
12.531
764.391
2.470
1888.046
10 Ø
200
2704
122
2.669
325.618
0.617
200.906
10 Ø
150
12700
52
12.666
658.632
0.617
406.376
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
152
4.207
639.464
0.617
394.549
160
10 Ø
-
11520
20
11.486
229.720
0.617
141.737
12 Ø
150
12700
78
12.652
986.856
0.888
876.328
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
7600 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
4200 11200 700
700 200
10
Bottom Slab - Haunch Bars
2304 200
15
Bottom Slab Projection Distributors Top & Bottom
16
Bottom slab Projection Distributors along sides
11900 400
400 11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 11200 11900 400
16 0
Bottom slab side bars
400
11900
16 0
Side walls 7400
2600 Outer Side Bars for end walls
2
20 Ø
200
12600
124
12.531
1553.844
2.470
3837.995
12 Ø
125
10350
194
10.288
1995.911
0.888
1772.369
12 Ø
150
12750
78
12.702
990.756
0.888
879.791
12 Ø
220
12750
54
12.702
685.908
0.888
609.086
12 Ø
200
3714
122
3.114
379.908
0.888
337.358
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
12 Ø
200
4200
60
4.200
252.000
0.888
223.776
2600 200
Inner Side Bars for end walls
7400
5
200 2550 11900 13
Outer Side -Distributors
425
22
wall Inner Side -Distributors
425
425 11900 425 1271 200
43 18
Bracket Bar
17
200 16
Bracket - Distributors
7
CONTRACTOR
11900 4200
54 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@124+275 -6*6 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
25 Ø
200
8400
61
8.314
507.154
3.85
1952.543
16 Ø
200
12500
61
12.445
759.145
1.580
1199.449
10 Ø
200
2562
122
2.515
306.830
0.617
189.314
10 Ø
150
12700
78
12.660
987.480
0.617
609.275
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
102
2.771
282.632
0.617
174.384
Top Slab - Bottom Bars 400
Length(m m)
Top Slab
7600 6
Spacing
400 7600
8
Top Slab - Top Bars 2450
2450 200
9
Top Slab - Haunch Bars
2162 200 11900
11
Top Slab -Distributors 400
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
400
11900
11900 Kerb Strirrups
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM 25mm Total in Kg's Total in MT
CONTRACTOR
KG'S 0.0 2297.0 4910.1 1604.0 7629.2 1952.5
18218.346 kgs 18.218 MT
2050.300
18392.73 18.39
55 of 82
NH-DIVISION ,KESINGA
580 a b c d e f
BOX DIMENSIONS 5.000 5.000 1.500 0.580 0.680 0.700
300
12000
300
6000
6000
5000
700
700 1500
1500
5000
12000
Section
Plan 680
Bar Bending Schedule@127+700 -5*5 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
2130
2130
16 Ø
200
10560
61
10.505
640.805
1.579
1011.831
16 Ø
200
3500
61
3.5
213.500
1.579
337.117
25 Ø
200
10460
61
10.374
632.814
3.853
2438.232
10 Ø
200
2322
122
2.288
279.136
0.617
172.227
10 Ø
125
12600
78
12.566
980.148
0.617
604.751
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
126
4.207
530.082
0.617
327.061
160
10 Ø
-
9620
20
9.586
191.720
0.617
118.291
10 Ø
125
12580
78
12.540
978.120
0.617
603.500
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
6300 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
3500 9300 580
580 200
10
Bottom Slab - Haunch Bars
1922 200
15
Bottom Slab Projection Distributors Top & Bottom
16
Bottom slab Projection Distributors along sides
11900 350
350 11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 9300 11900 340
16 0
Bottom slab side bars
340
11900
16 0
Side walls 6160
2150 Outer Side Bars for end walls
2
20 Ø
200
10460
124
10.391
1288.484
2.470
3182.555
16 Ø
200
8660
122
8.578
1046.467
1.580
1653.418
10 Ø
125
12600
78
12.560
979.680
0.617
604.463
10 Ø
180
12600
56
12.560
703.360
0.617
433.973
12 Ø
200
3352
122
2.752
335.744
0.888
298.141
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
2150 200
Inner Side Bars for end walls
6160
5
200 2100 11900 13
Outer Side -Distributors
350
22
wall Inner Side -Distributors
350
350 11900 350 1121 200
31 16
Bracket Bar
17
200 16
Bracket - Distributors
7
CONTRACTOR
11900 4200
BAR NOT IN USE
56 of 82
NH-DIVISION ,KESINGA
680
Bar Bending Schedule@127+700 -5*5 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
20 Ø
200
6940
61
6.871
419.131
2.470
1035.254
16 Ø
200
10360
61
10.305
628.605
1.580
993.196
10 Ø
200
2181
122
2.133
260.226
0.617
160.559
10 Ø
200
12580
50
12.540
627.000
0.617
386.859
125
8Ø
-
12150
12
12.129
145.548
0.395
57.491
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
Top Slab - Bottom Bars 320
Length(m m)
Top Slab
6300 6
Spacing
320 6300
8
Top Slab - Top Bars 2030
2030 200
9
Top Slab - Haunch Bars
1781 200 11900
11
Top Slab -Distributors 340
14
Slab Corner Distributors
125
19
Top slab distribution along sides
160
340
11900
11900 Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM 25mm Total in Kg's Total in MT
CONTRACTOR
14720.489 kgs 14.720 MT
KG'S 57.5 3501.9 509.5 3995.6 4217.8 2438.2 14720.49 14.72
57 of 82
NH-DIVISION ,KESINGA
300
420
12000
300
6000
6000
3000
420
3000
a b c d e f
BOX DIMENSIONS 3.000 3.000 0.900 0.420 0.420 0.420
900
420
900
12000
Section
Plan
Bar Bending Schedule@134+755 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
1270
1270
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
16 Ø
-
2100
61
2.1
128.100
1.580
202.398
16 Ø
200
6180
61
6.116
373.076
1.580
589.460
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
210
10 Ø
200
12320
24
12.286
294.864
0.617
181.931
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
200
4291
58
4.207
244.006
0.617
150.552
160
10 Ø
-
5860
20
5.826
116.520
0.617
71.893
12 Ø
200
12320
30
12.272
368.160
0.888
326.926
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
3740 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2100 5540 320
320 200
10
Bottom Slab - Haunch Bars
1156 200 11900
14
Bottom Slab Corner Distributors
160
15
Bottom Slab Projection Distributors Top & Bottom
210
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 5540 11900 210
16 0
Bottom slab side bars
210
11900
16 0
Side walls 3740
1270 Outer Side Bars for end walls
2
16 Ø
200
6280
124
6.225
771.875
1.580
1219.563
12 Ø
150
5360
162
5.298
858.308
0.888
762.178
10 Ø
200
12320
30
12.280
368.400
0.617
227.303
10 Ø
250
12320
24
12.280
294.720
0.617
181.842
12 Ø
200
2478
122
2.274
277.428
0.888
246.356
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1270 200
Inner Side Bars for end walls
3740
5
200 1220 11900 13
Outer Side -Distributors
210
22
wall Inner Side -Distributors
210
210 11900 210 620 200
58 12
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
58 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@134+755 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
4260
61
4.196
255.956
1.580
404.410
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
10 Ø
200
12420
30
12.380
371.400
0.617
229.154
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
50
2.166
108.280
0.617
66.809
10 Ø
-
12
3.906
46.867
0.617
28.917
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
3740 6
Spacing
260 3740
8
Top Slab - Top Bars 1270
1270 200
9
Top Slab - Haunch Bars
1156 200 11900
11
Top Slab -Distributors 260
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
260
11900
11900
Kerb Strirrups
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
6069.343 kgs 6.069 MT
KG'S 0.0 2106.7 1546.8 2415.8 0 6069.34 6.07
59 of 82
NH-DIVISION ,KESINGA
300
420
12000
300
6000
6000
3000
420
3000
a b c d e f
BOX DIMENSIONS 3.000 3.000 0.900 0.420 0.420 0.420
900
900
420
12000
Section
Plan
Bar Bending Schedule@135+280 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
1270
1270
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
16 Ø
-
2100
61
2.1
128.100
1.580
202.398
16 Ø
200
6180
61
6.116
373.076
1.580
589.460
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
210
10 Ø
200
12320
24
12.286
294.864
0.617
181.931
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
200
4291
58
4.207
244.006
0.617
150.552
160
10 Ø
-
5860
20
5.826
116.520
0.617
71.893
12 Ø
200
12320
30
12.272
368.160
0.888
326.926
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
3740 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2100 5540 320
320 200
10
Bottom Slab - Haunch Bars
1156 200 11900
14
Bottom Slab Corner Distributors
160
15
Bottom Slab Projection Distributors Top & Bottom
210
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 5540 11900 210
16 0
Bottom slab side bars
210
11900
16 0
Side walls 3740
1270 Outer Side Bars for end walls
2
16 Ø
200
6280
124
6.225
771.875
1.580
1219.563
12 Ø
150
5360
162
5.298
858.308
0.888
762.178
10 Ø
200
12320
30
12.280
368.400
0.617
227.303
10 Ø
250
12320
24
12.280
294.720
0.617
181.842
12 Ø
200
2478
122
2.274
277.428
0.888
246.356
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1270 200
Inner Side Bars for end walls
3740
5
200 1220 11900 13
Outer Side -Distributors
210
22
wall Inner Side -Distributors
210
210 11900 210 620 200
58 12
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
60 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@135+280 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
4260
61
4.196
255.956
1.580
404.410
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
10 Ø
200
12420
30
12.380
371.400
0.617
229.154
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
50
2.166
108.280
0.617
66.809
10 Ø
-
12
3.906
46.867
0.617
28.917
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
3740 6
Spacing
260 3740
8
Top Slab - Top Bars 1270
1270 200
9
Top Slab - Haunch Bars
1156 200 11900
11
Top Slab -Distributors 260
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
260
11900
11900
Kerb Strirrups
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
6069.343 kgs 6.069 MT
KG'S 0.0 2106.7 1546.8 2415.8 0 6069.34 6.07
61 of 82
NH-DIVISION ,KESINGA
300
420
12000
300
6000
6000
3000
420
3000
a b c d e f
BOX DIMENSIONS 3.000 3.000 0.900 0.420 0.420 0.420
900
420
900
12000
Section
Plan
Bar Bending Schedule@135+820 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Bottom Slab 1
Bottom Slab - Bottom Bars
1270
1270
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
16 Ø
-
2100
61
2.1
128.100
1.580
202.398
16 Ø
200
6180
61
6.116
373.076
1.580
589.460
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
160
10 Ø
-
12220
12
12.186
146.232
0.617
90.225
210
10 Ø
200
12320
24
12.286
294.864
0.617
181.931
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
200
4291
58
4.207
244.006
0.617
150.552
160
10 Ø
-
5860
20
5.826
116.520
0.617
71.893
12 Ø
200
12320
30
12.272
368.160
0.888
326.926
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
3740 3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2100 5540 320
320 200
10
Bottom Slab - Haunch Bars
1156 200 11900
14
Bottom Slab Corner Distributors
160
15
Bottom Slab Projection Distributors Top & Bottom
210
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 5540 11900 210
16 0
Bottom slab side bars
210
11900
16 0
Side walls 3740
1270 Outer Side Bars for end walls
2
16 Ø
200
6280
124
6.225
771.875
1.580
1219.563
12 Ø
150
5360
162
5.298
858.308
0.888
762.178
10 Ø
200
12320
30
12.280
368.400
0.617
227.303
10 Ø
250
12320
24
12.280
294.720
0.617
181.842
12 Ø
200
2478
122
2.274
277.428
0.888
246.356
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1270 200
Inner Side Bars for end walls
3740
5
200 1220 11900 13
Outer Side -Distributors
210
22
wall Inner Side -Distributors
210
210 11900 210 620 200
58 12
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
62 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@135+820 -3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
4260
61
4.196
255.956
1.580
404.410
10 Ø
200
6280
61
6.240
380.640
0.617
234.855
10 Ø
200
1556
122
1.511
184.342
0.617
113.739
10 Ø
200
12420
30
12.380
371.400
0.617
229.154
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
50
2.166
108.280
0.617
66.809
10 Ø
-
12
3.906
46.867
0.617
28.917
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
3740 6
Spacing
260 3740
8
Top Slab - Top Bars 1270
1270 200
9
Top Slab - Haunch Bars
1156 200 11900
11
Top Slab -Distributors 260
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
260
11900
11900
Kerb Strirrups
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
6069.343 kgs 6.069 MT
KG'S 0.0 2106.7 1546.8 2415.8 0 6069.34 6.07
63 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
2000 300
300 500
2000
500
12000
380
Section
Plan
Bar Bending Schedule@139+150 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
64 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@139+150 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1398.2 468.0 1765.6 0 3631.80 3.63
65 of 82
NH-DIVISION ,KESINGA
GVR INFRA.PROJECTS LTD. ,NH-201 Bar Bending Schedule@142+462 -1*8 H.L Bridge Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
ABUTMENT RAFT 1
450
450 5526
1050
2937
150
6426
194
6.306
1223.364
2.470
3021.709
20 Ø
150
6337
194
6.337
1229.378
2.470
3036.564
10 Ø
200
14361
100
14.361
1436.100
0.620
890.382
10 Ø
200
3288
12
3.288
39.456
0.620
24.463
12 Ø
250
40126
6
39.996
239.976
0.890
213.579
1450
2
3 14361
450
450
4
20 Ø
5526 to 1050
5
ABUTMENT CAP
2
180
14337
1
180
180
12 Ø
150
15010
16
14.938
239.008
0.890
212.717
180
12 Ø
150
15010
16
14.938
239.008
0.890
212.717
12 Ø
150
2724
198
2.564
507.672
0.890
451.828
14650 5526 14650
3
986
176
ABUTMENT WALL 120
1
4476
20 Ø
150
4716
198
4.716
933.768
2.470
2306.407
20 Ø
150
4700
198
4.700
930.600
2.470
2298.582
12 Ø
250
48704
6
48.544
291.264
0.890
259.225
12 Ø
250
-
14
41.344
578.816
0.890
515.146
120 120 2
4460 120
4526
19626
6
19626
5
926 TO 4526 Pier Cap (ALL PIERS) 2NO'S
1
180
180
12 Ø
150
16210
16
16.138
258.208
0.890
229.805
180
12 Ø
150
16210
16
16.138
258.208
0.890
229.805
12 Ø
150
2904
214
2.744
587.216
0.890
522.622
15850 15850 2
180
3
176
1076 Pier Shaft (ALL PIERS) 2NO'S 100
1
4544
16 Ø
120
4744
248
4.744
1176.512
1.580
1858.889
16 Ø
120
4744
248
4.744
1176.512
1.580
1858.889
16 Ø
200
4468
36
4.468
160.848
1.580
254.140
16 Ø
200
34952
36
34.952
1258.272
1.580
1988.070
100 100 2
4544
100 100 3
4268
100
15300
4
1000
5
1000
8Ø
-
1210
406
1.210
491.260
0.395
194.048
3
14700
16 Ø
200
14700
70
14.700
1029.000
1.580
1625.820
8Ø
-
1170
406
1.170
475.020
0.395
187.633
4 CONTRACTOR
66 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@142+462 -1*8 H.L Bridge Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
L Avg.960
Dirt Wall
200 1
831
681
14700
2 180
3
CONTRACTOR
180
8Ø
110
2062
270
1.990
537.300
0.395
212.234
10 Ø
250
15060
4
15.000
60.000
0.620
37.200
10 Ø
250
15060
4
15.000
60.000
0.620
37.200
350
180
14700
18 0
67 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@142+462 -1*8 H.L Bridge Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
300
1
12 Ø
150
3150
140
3.078
430.920
0.890
383.519
300
300
SPLAYED WING WALL RAFT FOR ABUTMENTS
12 Ø
150
3150
140
3.078
430.920
0.890
383.519
10 Ø
200
5122
112
5.122
573.664
0.620
355.672
3150 TO 1950 300
3150 TO 1950 2
L Avg. 5122
3
SPLAYED WING WALL SHAFT FOR ABUTMENTS 5551 TO 4794
200 4
16 Ø
140
5373
140
5.373
752.220
1.580
1188.508
16 Ø
140
5359
160
5.359
857.440
1.580
1354.755
16 Ø
200
4794
92
4.794
441.048
1.580
696.856
16 Ø
200
2397
16
2.397
38.352
1.580
60.596
200 100 5
5524 TO 4794 100
6 Avg.4794 0 TO 4794
7
8
L Avg.5500
16 Ø
200
5500
92
5.500
506.000
1.580
799.480
9
L Varries o TO 5500
16 Ø
200
2750
16
2.750
44.000
1.580
69.520
RETURN WALL FOR ABUTMENTS 300
1
300
12 Ø
150
2550
44
2.478
109.032
0.890
97.038
12 Ø
200
2550
44
2.478
109.032
0.890
97.038
10 Ø
200
1429
88
1.429
125.752
0.620
77.966
1950 1950 2 300
300 1428.5
3
RETURN WALL SHAFT FOR ABUTMENTS 200 4294
12
12 Ø
150
4694
44
4.444
195.536
0.890
174.027
12 Ø
150
4694
44
4.444
195.536
0.890
174.027
10 Ø
150
1454
240
1.4535
348.840
0.620
216.281
200 200 4294 200
1453.5
DECK SLAB
Slab Bottom Along -y
14700
3
Slab Side Along -y
14700
4
Slab Top Along -x
5
Slab Top Along -y
6
Slab Top Along -x
7
Crash Barrier Bottom Along-x
200
200
2
6440
300
Slab Bottom Along -x
300
1
20 Ø
125
7040
357
6.920
2470.440
2.470
6101.987
12 Ø
175
15100
114
15.028
1713.192
0.890
1524.741
10 Ø
125
14700
6
14.700
88.200
0.620
54.684
10 Ø
125
7040
252
6.980
1758.960
0.620
1090.555
10 Ø
250
14610
81
14.610
1183.410
0.620
733.714
10 Ø
250
11500
81
11.500
931.500
0.620
577.530
7240
10
7.168
71.680
0.890
63.795
6440 300
300
7305
7305
5750
5750
400
400
12 Ø
-
6440
CONTRACTOR
68 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@142+462 -1*8 H.L Bridge Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
CRASH BARRIER 6416 8
Crash Barrier Top-x
1225
1225
12 Ø
-
8866
4
8.794
35.176
0.890
31.307
10 Ø
150
3533
88
3.333
293.304
0.620
181.848
10 Ø
200
6540
14
6.480
90.720
0.620
56.246
10 Ø
200
6540
14
6.480
90.720
0.620
56.246
75
926
350
400
Crash Barrier Outer Face Along-x
305625
10
Crash Barrier Vertical
452
9
50
50
6440
6440
50
Crash Barrier Inner Face Along-x
50
11
PIER RAFT (ALL PIERS)2NO'S 4526 1
450
1754
950
20 Ø
150
5426
264
5.306
1400.784
2.470
3459.936
20 Ø
150
4998
216
4.997
1079.352
2.470
2665.999
20 Ø
150
20526
64
20.426
1307.264
2.470
3228.942
20 Ø
150
20098
16
20.097
321.552
2.470
794.233
1754
270
2
450
270
1754 3
450
450 19626
1754
16050
1754
4
270
270
FOOTPATH
1675 12
Footpath vertical&Along-y
8Ø
200
3025
66
2.977
196.482
0.395
77.610
13
Footpath Top Along-y
6440
8Ø
200
6440
18
6.440
115.920
0.395
45.788
14
Footpath Bottom Along-y
6440
10 Ø
200
6440
18
6.440
115.920
0.620
71.870
15
Foothpath outer and slab Side Along-y
6440
10 Ø
200
6440
8
6.440
51.520
0.620
31.942
645
705
Total =
49657.452 kgs 49.657 MT
Dia of Bar KG'S 8MM 717.3 10MM 4493.8 12MM 5776.5 16MM 11755.5 20MM 26914.3599 Total in Kg's Total in MT
CONTRACTOR
49657.45 49.66
69 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
2000 300
300 500
2000
500
12000
380
Section
Plan
Bar Bending Schedule@140+310 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
70 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@140+310 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1398.2 468.0 1765.6 0 3631.80 3.63
71 of 82
NH-DIVISION ,KESINGA
350 a b c d e f
BOX DIMENSIONS 2.000 2.000 0.500 0.350 0.380 0.300
300
12000
300
6000
6000
2000 300
300 500
500
2000
12000
Section 380
Plan
Bar Bending Schedule@140+600 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
49
4.320
211.680
0.617
130.607
Bottom Slab 1
Bottom Slab - Bottom Bars
930
930 2500
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
10 Ø
250
4360
BAR NOT IN USE 3500 280
280
16 Ø
250
4060
49
3.996
195.804
1.580
309.370
12 Ø
250
1332
98
1.291
126.518
0.888
112.348
125
10 Ø
-
12150
12
12.129
145.548
0.617
89.803
190
10 Ø
150
12280
12
12.246
146.952
0.617
90.669
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
1556
10 Ø
150
4291
50
4.207
210.350
0.617
129.786
160
10 Ø
-
3820
20
3.796
75.920
0.617
46.843
10 Ø
250
12280
16
12.240
195.840
0.617
120.833
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
200 10
Bottom Slab - Haunch Bars
932 200 11900
14
Bottom Slab Corner Distributors
125
15
Bottom Slab Projection Distributors Top & Bottom
190
16
Bottom slab Projection Distributors along sides
11900
11900
1300
20
1100
Bottom Slab key Bars
135
200 21
Bottom Slab key Distributors
12
Bottom Slab Distributors Top & Bottom
18
160 3500 11900 190
16 0
Bottom slab side bars
190
11900
16 0
Side walls 2630
850 Outer Side Bars for end walls
2
16 Ø
250
4330
98
4.275
418.930
1.580
661.910
16 Ø
250
3730
98
3.648
357.465
1.580
564.794
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
10 Ø
250
12220
16
12.180
194.880
0.617
120.241
12 Ø
250
1706
98
1.658
162.484
0.888
144.286
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
850 200
Inner Side Bars for end walls
2630
5
200 700 11900 13
Outer Side -Distributors
160
22
wall Inner Side -Distributors
160
160 11900 160 500 200
6 60
Bracket Bar
17
200 16
Bracket - Distributors
CONTRACTOR
11900
72 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@140+600 -2*2 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
250
3020
49
2.965
145.285
1.580
229.550
10 Ø
250
4300
49
4.260
208.740
0.617
128.793
10 Ø
250
1290
98
1.243
121.814
0.617
75.159
10 Ø
250
12350
16
12.310
196.960
0.617
121.524
160
10 Ø
-
12220
12
12.246
146.952
0.617
90.669
160
10 Ø
-
12220
8
12.186
97.488
0.617
60.150
10 Ø
150
2050
34
2.041
69.380
0.617
42.807
10 Ø
-
2700
12
2.665
31.980
0.617
19.732
Top Slab - Bottom Bars 260
Length(m m)
Top Slab
2500 6
Spacing
260 2500
8
Top Slab - Top Bars 900
900 200
9
Top Slab - Haunch Bars
890 200 11900
11
Top Slab -Distributors 225
14
Slab Corner Distributors
160
19
Top slab distribution along sides
160
225
11900
11900
Kerb Strirrups
2500 Kerb Distributors along-y
100
100
Total =
Dia of Bar 8MM 10MM 12MM 16MM 20MM Total in Kg's Total in MT
CONTRACTOR
3651.535 kgs 3.652 MT
KG'S 0.0 1398.2 468.0 1765.6 0 3631.80 3.63
73 of 82
NH-DIVISION ,KESINGA
GVR INFRA.PROJECTS LTD. ,NH-201 Bar Bending Schedule@142+462 -1*8 H.L Bridge Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
ABUTMENT RAFT 1
600
600 5026
1050
2450
20 Ø
130
6226
196
6.106
1196.776
2.470
2956.037
20 Ø
130
6163
196
6.163
1207.948
2.470
2983.632
10 Ø
200
12557
90
12.557
1130.130
0.620
700.681
10 Ø
200
3038
12
3.038
36.456
0.620
22.603
12 Ø
250
35118
8
35.358
282.864
0.890
251.749
1463
2
600
3 12557
600
4
5026 to 1050
5
ABUTMENT CAP 1
12533
2
180
180
180
12 Ø
150
13110
16
13.038
208.608
0.890
185.661
180
12 Ø
150
13110
16
13.038
208.608
0.890
185.661
12 Ø
150
2724
172
2.564
441.008
0.890
392.497
12750 12750
5026
3
176
986 ABUTMENT WALL 120
1
5359
20 Ø
150
5599
172
5.599
963.028
2.470
2378.679
20 Ø
150
5585
172
5.585
960.620
2.470
2372.731
8Ø
-
1170
414
1.170
484.380
0.395
191.330
120 120 2
5345 120
3
Avg.960
Dirt Wall 200
981
831
12800
2 180
3
CONTRACTOR
180
8Ø
110
2362
236
2.290
540.440
0.395
213.474
10 Ø
250
13160
4
13.100
52.400
0.620
32.488
10 Ø
250
13160
4
13.100
52.400
0.620
32.488
350
180
12800
18 0
74 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@142+462 -1*8 H.L Bridge Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
300
1
12 Ø
150
3600
212
3.528
747.936
0.890
665.663
300
300
SPLAYED WING WALL RAFT FOR ABUTMENTS
12 Ø
150
3600
212
3.528
747.936
0.890
665.663
10 Ø
200
7871
128
7.871
1007.488
0.620
624.643
4050 TO 1950 300
4050 TO 1950 2
7871
3
SPLAYED WING WALL SHAFT FOR ABUTMENTS 5507 TO 3162
200 4
16 Ø
140
4535
220
4.535
997.700
1.580
1576.366
16 Ø
140
4521
240
4.521
1085.040
1.580
1714.363
16 Ø
200
7544
60
7.544
452.640
1.580
715.171
16 Ø
200
3772
48
3.722
178.656
1.580
282.276
200 100 5
5480 TO 3162 100
6 Avg.7544 0 TO 7544
7
8
L Avg.8247
16 Ø
200
8247
60
8.247
494.820
1.580
781.816
9
L Varries o TO 8247
16 Ø
200
4124
48
4.124
197.952
1.580
312.764
RETURN WALL FOR ABUTMENTS 300
1
300
12 Ø
150
2550
44
2.478
109.032
0.890
97.038
12 Ø
200
2550
44
2.478
109.032
0.890
97.038
10 Ø
200
1429
88
1.429
125.752
0.620
77.966
1950 1950 2 300
300 1428.5
3
RETURN WALL SHAFT FOR ABUTMENTS 200 2662
12
12 Ø
150
3062
44
2.812
123.728
0.890
110.118
12 Ø
150
3062
44
2.812
123.728
0.890
110.118
10 Ø
150
1454
152
1.4535
220.932
0.620
136.978
200 200 2662 200
1453.5
DECK SLAB
2
Slab Bottom Along -y
3
Slab Side Along -y
4
Slab Top Along -x
5
Slab Top Along -y
6
Slab Top Along -x
7
Crash Barrier Bottom Along-x
8440
20 Ø
100
9240
129
9.120
1176.480
2.470
2905.906
12800
12 Ø
140
13300
61
13.228
806.908
0.890
718.148
10 Ø
140
12800
2
12.800
25.600
0.620
15.872
10 Ø
100
9240
105
9.180
963.900
0.620
597.618
10 Ø
200
12710
43
12.710
546.530
0.620
338.849
10 Ø
200
11500
43
11.500
494.500
0.620
306.590
9540
6
9.468
56.808
0.890
50.559
400
Slab Bottom Along -x
400
1
12800
8440 400
400
6355
6355
5750
5750
550
550
12 Ø
-
8440
CONTRACTOR
75 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@142+462 -1*8 H.L Bridge Bar no.
Description of Bar
Dia of Bar
Bar shape
Spacing
Length(m m)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
CRASH BARRIER 8416 8
Crash Barrier Top-x
1575
1576
12 Ø
-
11567
4
11.494
45.976
0.890
40.919
10 Ø
150
4243
114
4.143
472.302
0.620
292.827
10 Ø
200
8540
18
8.480
152.640
0.620
94.637
10 Ø
200
8540
18
8.480
152.640
0.620
94.637
75
9
Crash Barrier Vertical
Crash Barrier Outer Face Along-x
550
10
1181
452 1030
350
50
50 8440
11
Crash Barrier Inner Face Along-x
8440
50
50
Raised Kerb 1055 12
Raised Kerb vertical&Along-y
8Ø
200
1823
86
1.799
154.714
0.395
61.112
13
Raised Kerb Top Along-y
8440
8Ø
200
8440
12
8.440
101.280
0.395
40.006
14
Raised Kerb Bottom Along-y
8440
10 Ø
200
8440
12
8.440
101.280
0.620
62.794
15
Raised Kerb Side Along-y
8440
8Ø
_
8440
2
8.440
16.880
0.395
6.668
768
Total =
26494.832 kgs 26.495 MT
Dia of Bar KG'S 8MM 512.6 10MM 3431.7 12MM 3570.8 16MM 5382.8 20MM 13596.9844 Total in Kg's Total in MT
CONTRACTOR
26494.83 26.49
76 of 82
NH-DIVISION ,KESINGA
a b c d e f
BOX DIMENSIONS 3.000 3.000 0.500 0.350 0.380 0.300
Section Bar Bending Schedule@143+175 -3*3*3 BOX CULVERT Bar no.
1
Description of Bar
Dia of Bar
Spacing
Length(mm)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
16 Ø
200
13340
61
13.285
810.385
1.579
1279.598
12 Ø
200
2200
120
2.2
264
0.888
234.432
20 Ø
200
11040
61
10.971
669.231
2.470
1653.001
10 Ø
200
1644
244
1.643
400.892
0.617
247.350
10 Ø
200
1743
122
1.742
212.524
0.617
131.127
275
10 Ø
200
12450
90
12.416
1117.440
0.617
689.460
235
12 Ø
200
12370
30
12.329
369.870
0.888
328.445
12 Ø
200
12400
90
12.359
1112.310
0.888
987.731
10 Ø
200
12300
60
12.260
735.600
0.617
453.865
200
12 Ø
-
12300
32
12.259
392.288
0.888
348.352
1556
12 Ø
-
4262
110
4.217
463.870
0.888
411.917
192
12 Ø
-
11024
20
10.983
219.660
0.888
195.058
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
10 Ø
-
12220
4
12.186
48.744
0.617
30.075
16 Ø
200
6490
122
6.435
785.046
1.580
1240.372
16 Ø
200
4370
122
4.315
526.430
1.580
831.759
20 Ø
200
4490
244
4.421
1078.724
2.470
2664.448
16 Ø
200
2200
122
2.200
268.400
1.580
424.072
10 Ø
250
12370
24
12.336
296.064
0.617
182.671
12 Ø
200
2312
122
2.312
282.064
0.888
250.473
12 Ø
-
11900
10
11.900
119.000
0.888
105.672
Bar shape
Bottom Slab - Bottom Bars
1350
1350 10640
3
Bottom Slab - bottom Extra Bars below M/Walls
4
Bottom Slab - Top Bars
2200 10640 200
200 200
11
Hunch rods at BOTTOM of middle walls
1244 200 200
13
Hunch rods at BOTTOM of end walls
1343 200
14
Top & bottom distribution of deck slab across road
11900 275 11900
15
End wall distribution rod at out side face 235 11900
16
Top & bottom distribution of raft
250
17
Distribution rods of middle walls
200
18
Top & bottom corner of end walls nd middle walls
200
250 11900 200 11900
1300
23
1100
Bottom Slab key Bars
106
200 24
Bottom Slab key Distributors
22
Sides of end walls at TOP corner
192 10640 11900 160
21
Sides of end walls at BOTTOM corner
160
160 11900
16 0
2
3850
1320 Outer Side Bars for end walls
1320 260
Inner Side Bars for end walls
3850
5
260 320
Standing rods at middle walls
9
Top of middle walls inside deck slab
25
End walls side distribution rod at inner face
3850
6
320 2200 11900 235
235 806 200
Bracket Bar
6 90
20
200 19
CONTRACTOR
Bracket - Distributors
11900
77 of 82
NH-DIVISION ,KESINGA
Bar Bending Schedule@143+175 -3*3*3 BOX CULVERT Bar no.
Description of Bar
Dia of Bar
Bar shape
Top Slab - Bottom Bars 320
Length(mm)
Nos
Cutting Length (Mtr)
Total Length
Coefficient
Total weight (Kgs)
Top Slab
10640 7
Spacing
20 Ø
200
11280
61
11.211
683.871
2.470
1689.161
16 Ø
200
13240
61
13.185
804.285
1.580
1270.770
10 Ø
200
1573
244
1.573
383.812
0.617
236.812
10 Ø
200
1672
122
1.672
203.984
0.617
125.858
320 10640
8
Top Slab - Top Bars 1300
1300 200
10
Hunch rods at TOP of middle walls
1173 200 200
12
Hunch rods at TOP of end walls
1272 200
Total =
16042.556 kgs 16.043 MT
Dia of Bar KG'S 8MM 0.0 10MM 2127.3 12MM 2862.1 16MM 5046.6 20MM 6006.61022 Total in Kg's Total in MT
16042.56 16.04
Laps&Chaires&Westage 5 0.802 Total In MT 16.84
CONTRACTOR
78 of 82
NH-DIVISION ,KESINGA
S.No.
Chainage
Type of Structure
Proposed size.
1
95+325 95+895 96+190 96+500 98+610 98+995 99+660 100+100 100+305 100+475 100+715 101+155 101+250 101+755 102+250 104+197 107+315 107+520 107+920 109+510 110+395 113+935 114+675 115+960 116+350 116+850 117+250 117+350 117+750 118+125 119+550 122+350 122+610 122+750 122+940 123+230 123+895 124+275 126+150 127+700 134+755 135+280 135+820
SYPHON BOX CULVERT BOX CULVERT RCC SLAB CUVERT BOX CULVERT(SYPHON) BOX CULVERT BOX CULVERT(SYPHON) RCC SLAB CUVERT BOX CULVERT RCC SLAB CUVERT BOX CULVERT(SYPHON) BOX CULVERT BOX CULVERT(SYPHON) BOX CULVERT RCC SLAB CUVERT RCC SLAB CUVERT BOX CULVERT BOX CULVERT BOX CULVERT BOX CULVERT BOX CULVERT BOX CULVERT HP CULVERT HP CULVERT HP CULVERT BOX CULVERT BOX CULVERT HP CULVERT BOX CULVERT HP CULVERT HP CULVERT BOX CULVERT BOX CULVERT RCC SLAB CUVERT BOX CULVERT BOX CULVERT BOX CULVERT BOX CULVERT BOX CULVERT RCC SLAB CUVERT BOX CULVERT BOX CULVERT BOX CULVERT BOX CULVERT
1*1 1*1 5.5*2.5 2*2 2*2 2*2 5.5*2.5 1*1 2*2 1*1 3cell of *3*3 2*2 1*1 5.5*2.5 5.5*2.5 1*1 2*2 2*2 2*2 1*1 2*2 1000 Dia 1000 Dia 1000 Dia 1*1 2*2 1000 Dia 3*3 1000 Dia 1000 Dia 3*3 3*6 2.5*4 2*2 3*6 3*6 3*6 6*6 2.5*4 5*5 3*3 3*3 3*3
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43
Bar Dia 8 mm
10 mm
12 mm
0.000
1340.205
467.978
0.000
1301.566
521.585
0.000
2188.246
1475.105
0.000
1634.169
467.978
0.000
1417.932
467.978
0.000
1941.949
536.064
0.000
2188.246
1475.105
0.000
1301.566
521.585
0.000
2066.180
670.063
0.000
1340.205
467.978
0.000
2127.295
2862.079
0.000
2021.181
965.386
0.000
1258.275
521.585
0.000
2188.246
1475.105
0.000
2188.246
1475.105
0.000
1258.275
521.585
0.000
1417.932
467.978
0.000
1417.932
467.978
0.000
1417.932
467.978
0.000
1258.275
521.585
0.000
1417.932
467.978
0.000
231.569
0.000
0.000
231.569
0.000
0.000
231.569
0.000
0.000
1258.275
521.585
1417.932
467.978
0.000 0.000
2106.708
-
-
1546.804 -
0.000
2106.708
1546.804
0.000
1620.639
2115.067
111.110
246.127
55.837
0.000
1417.932
467.978
0.000
1620.639
2115.067
0.000
1620.639
2115.067
0.000
1620.639
2115.067
0.000
2296.992
4910.053
111.110
246.127
55.837
57.491
3501.909
509.485
0.000
2106.708
1546.804
0.000
2106.708
1546.804
0.000
2106.708
1546.804
44 45 46 47 48 49
139+150 139+918 140+310 140+600 142+462 143+175
BOX CULVERT H.L BRIDGE BOX CULVERT BOX CULVERT H.L BRIDGE BOX CULVERT TOTAL Qty.(Kgs)
2*2 3*6 2*2 2*2 1*8 3cell of *3*3
0.000
1417.932
467.978
717.313
4493.801
5776.456
0.000
1355.394
2541.664
0.000
1355.394
2541.664
512.589
3431.669
3570.833
0.000
2127.295
2862.079
1509.6
76969.4
58229.5
Dia
Kgs
MT
8 mm
1509.613
1.510
10 mm
76969.373
76.969
12 mm
58229.470
58.229
16 mm
103093.800
103.094
20 mm
83880.121
83.880
25 mm
4390.775
4.391 328.073151
DECK SLAB 8MM
10MM
20MM
231.179
4658.4
9007.887
Total Qty
Bar Dia
Remarks
16 mm
20 mm
25 mm
1371.925
0.000
0.000
3.180
Execluding aproach slab& Railings
1215.957
0.000
0.000
3.039
Execluding aproach slab& Railings
115.182
1636.400
0.000
5.415
2338.192
0.000
0.000
4.440
Execluding aproach slab& Railings
1765.625
0.000
0.000
3.652
Execluding aproach slab& Railings
2663.644
0.000
0.000
5.142
Execluding aproach slab& Railings
115.182
1636.400
0.000
5.415
1215.957
0.000
0.000
3.039
492.678
0.000
0.000
3.229
1371.925
0.000
0.000
3.180
Execluding aproach slab& Railings
5046.572
6006.610
0.000
16.043
Execluding aproach slab& Railings
2946.716
0.000
0.000
5.933
Execluding aproach slab& Railings
1215.957
0.000
0.000
2.996
Execluding aproach slab& Railings
115.182
1636.400
0.000
5.415
115.182
1636.400
0.000
5.415
1215.957
0.000
0.000
2.996
Execluding aproach slab& Railings
1765.625
0.000
0.000
3.652
Execluding aproach slab& Railings
1765.625
0.000
0.000
3.652
Execluding aproach slab& Railings
1765.625
0.000
0.000
3.652
Execluding aproach slab& Railings
1215.957
0.000
0.000
2.996
Execluding aproach slab& Railings
1765.625
0.000
0.000
3.652
Execluding aproach slab& Railings
0.000
0.000
0.000
0.232
0.000
0.000
0.000
0.232
0.000
0.000
0.000
0.232
1215.957
0.000
0.000
2.996
Execluding aproach slab& Railings
1765.625
0.000
3.652
Execluding aproach slab& Railings
2415.831
0.000 -
0.000
-
0.000
-
-
-
(MT)
Execluding aproach slab& Railings
0.000 6.069
-
0.000
-
0.000
Execluding aproach slab& Railings
2415.831
0.000
0.000
6.069
Execluding aproach slab& Railings
5167.646
3240.749
0.000
12.144
Execluding aproach slab& Railings
457.643
0.000
0.000
0.871
1765.625
0.000
0.000
3.652
Execluding aproach slab& Railings
5167.646
3240.749
0.000
12.144
Execluding aproach slab& Railings
5167.646
3240.749
0.000
12.144
Execluding aproach slab& Railings
5167.646
3240.749
0.000
12.144
Execluding aproach slab& Railings
1603.989
7629.153
1952.543
18.393
Execluding aproach slab& Railings
457.643
0.000
0.000
0.871
3995.562
4217.809
2438.232
14.720
Execluding aproach slab& Railings
2415.831
0.000
0.000
6.069
Execluding aproach slab& Railings
2415.831
0.000
0.000
6.069
Execluding aproach slab& Railings
2415.831
0.000
0.000
6.069
Execluding aproach slab& Railings
1765.625
0.000
0.000
3.652
11755.522
26914.360
0.000
49.657
1765.625
0.000
0.000
5.663
Execluding aproach slab& Railings
1765.625
0.000
0.000
5.663
Execluding aproach slab& Railings
5382.757
13596.984
0.000
26.495
5046.572
6006.610
0.000
16.043
103093.8
83880.1
4390.8
52.124
Execluding aproach slab& Railings
Execluding aproach slab& Railings
