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Bar bending Schedule in Excel worksheet format.
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Sheet 1 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of P.C. Girder Contractor:
Mark Shape Remarks
8 0.393
10 0.614
12 0.884
16 1.572
20 2.456
25 3.838
32 200 c/c 6.287
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(m)
Unit Wt(Kg/m)
Total Weight(Kg)
3000
5470850
12000
4570
12000
14201025
12000
Sheet 2 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of P.C. Girder Contractor:
Mark Shape RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(m)
Unit Wt(Kg/m)
Total Weight(Kg)
40 200 c/c 9.824 2410
5170
850
470
160050
193-378 avg
160050
100
160050
12000
Sheet 3 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of P.C. Girder Contractor:
Mark Shape RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(m)
Unit Wt(Kg/m)
Total Weight(Kg)
Total: 0.00
100
160050
265
120
470
265
170
210
975
350
135
1515
150
Sheet 4 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Right Abutment Contractor:
Mark Remarks
101 20 38x2 76 8.645 657.020 120 c/c -- 2.470 1622.84
102 20 60x2 120 6.000 720.000 120 c/c -- 2.470 1778.40
103 12 3x2 6 4.460 26.760 -- -- 0.888 23.76
104 12 3x2 6 8.605 51.630 -- -- 0.888 45.85
105 12 29x1 29 1.960 56.840 200 c/c 750 0.888 50.47
105a 12 38x1 38 1.960 74.480 150 c/c 750 0.888 66.14
106 20 2x4 8 2.410 19.280 -- 1200 2.470 47.62
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
7145
750
4500
750
4460
2110
300
1960
300
1960
300
7105
750
Sheet 5 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Right Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
107 12 17x1 17 7.365 125.210 150 c/c -- 0.888 111.19
108 12 38x1 38 3.206 121.830 150 c/c -- 0.888 108.19
109 12 29x1 29 4.330 125.570 200 c/c -- 0.888 111.51
110 20 2x4 8 3.182 25.460 -- -- 2.470 62.89
111 25 8+8 16 7.365 117.840 -- -- 3.860 454.86
112 12 13x1 13 7.365 95.750 200 c/c -- 0.888 85.03
113 16 3x1 3 4.090 12.270 -- -- 1.580 19.39
6165
600
3023
183
3060
1270
3023
159
6165
600
6165
600
2570
760
Sheet 6 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Right Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
114 12 21x1 21 2.065 43.370 125 c/c -- 0.888 38.51
115 25 5x1 5 8.515 42.580 -- -- 3.860 164.36
115a 20 5x1 5 8.515 42.580 -- -- 2.470 105.17
116 29x1 29 3.599 104.370 200 c/c -- check dia #VALUE!
117 29x1 29 2.484 72.040 200 c/c -- check dia #VALUE!
118 2x4 8 2.484 19.870 -- -- check dia #VALUE!
119 8x2 16 7.365 117.840 200 c/c -- check dia #VALUE!
545
760
6115
1200
6115
1200
200
2129
1270
2092
200
6165
600
2092
200
Sheet 7 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Right Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
120 14x1 14 2.210 30.940 200 c/c 1000 check dia #VALUE!
121 18x1 18 2.210 39.780 150 c/c 1000 check dia #VALUE!
122 20x1 20 4.170 83.400 150 c/c -- check dia #VALUE!
123 16x1 16 3.920 62.720 200 c/c -- check dia #VALUE!
124 8x1 8 4.894 39.150 200 c/c -- check dia #VALUE!
125 11x1 11 4.562 50.180 150 c/c -- check dia #VALUE!
126 7x1 7 3.110 21.770 150 c/c -- check dia #VALUE!
1960
300
1960
300
29701000
200
2970750
200
4594
300
4562
2810
300
Sheet 8 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Right Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
127 5x1 5 3.110 15.550 200 c/c -- check dia #VALUE!
128 8x1 8 3.970 31.760 150 c/c -- check dia #VALUE!
129 6x1 6 3.720 22.320 200 c/c -- check dia #VALUE!
130 3x2 6 4.920 29.520 -- -- check dia #VALUE!
131 12 4x2 8 2.744 21.950 150 c/c -- 0.888 19.49
132 12 21x2 42 1.580 66.360 200 c/c -- 0.888 58.93
133 12 21x2 42 1.966 82.570 200 c/c 576 0.888 73.32 1.04
2810
300
1620/39201000
200
1620/3920750
200
1000
520
3400
750
120
710
405
300240
1000
Sheet 9 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Right Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
134 20 3x2 6 5.664 33.980 -- -- 2.470 83.93
135 12 5+5(2) 20 3.720 74.400 -- -- 0.888 66.07
136 16 2x2 4 3.695 14.780 150 c/c -- 1.580 23.35
137 12 2x2 4 3.695 14.780 200 c/c -- 0.888 13.12
138 12 40x1 40 3.920 156.800 150 c/c -- 0.888 139.24
139 12 40x1 40 4.030 161.200 150 c/c -- 0.888 143.15
140 12 55x1 55 5.405 297.280 -- -- 0.888 263.98
Sheet 10 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Right Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
141 12 40x1 40 2.155 86.200 150 c/c -- 0.888 76.55
Total: #VALUE!
Sheet 11 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Left Abutment Contractor:
Mark Remarks
101 20 38x2 76 8.645 657.020 120 c/c -- 2.470 1622.84
102 20 60x2 120 6.000 720.000 120 c/c -- 2.470 1778.40
103 12 3x2 6 4.460 26.760 -- -- 0.888 23.76
104 12 3x2 6 8.605 51.630 -- -- 0.888 45.85
105 12 29x1 29 4.715 136.740 200 c/c -- 0.888 121.43
106 20 2x4 8 2.410 19.280 -- -- 2.470 47.62
107 12 11x1 11 7.365 81.020 150 c/c -- 0.888 71.95
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
Sheet 12 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Left Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
108 12 38x1 38 3.604 136.950 150 c/c -- 0.888 121.61
109 25 5x1 5 8.515 42.580 -- -- 3.860 164.36
110 20 2x4 8 2.431 19.450 -- -- 2.470 48.04
111 25 8+8 16 7.365 117.840 -- -- 3.860 454.86
112 12 9x1 9 7.665 68.990 200 c/c -- 0.888 61.26
113 16 3x1 3 3.770 11.310 -- -- 1.580 17.87
114 12 21x1 21 1.845 38.750 125 c/c -- 0.888 34.41
Sheet 13 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Left Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
115 25 5x1 5 8.515 42.580 -- -- 3.860 164.36
116 12 29x1 29 3.595 104.260 200 c/c -- 0.888 92.58
117 10 29x1 29 2.484 72.040 200 c/c -- 0.620 44.66
118 20 2x4 8 2.484 19.870 -- -- 2.470 49.08
119 10 8x2 16 7.365 117.840 200 c/c -- 0.620 73.06
120 12 8x1 8 2.210 17.680 200 c/c -- 0.888 15.70
121 16 11x1 11 2.210 24.310 150 c/c -- 1.580 38.41
Sheet 14 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Left Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
122 16 15x1 15 4.266 63.990 150 c/c -- 1.580 101.10
123 12 11x1 11 4.016 44.180 200 c/c -- 0.888 39.23
124 12 8x1 8 4.069 32.550 200 c/c -- 0.888 28.90
125 16 11x1 11 3.737 41.110 150 c/c -- 1.580 64.95
126 16 7x2 14 3.604 50.460 150 c/c -- 1.580 79.73
127 12 5x2 10 4.045 40.450 200 c/c -- 0.888 35.92
128 16 8x2 16 4.285 68.560 150 c/c -- 1.580 108.32
Sheet 15 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Left Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
129 12 7x2 14 4.035 56.490 200 c/c -- 0.888 50.16
130 25 3x2 6 4.764 28.580 -- -- 3.860 110.32
131 12 13x2 26 2.807 72.980 150 c/c -- 0.888 64.81
132 12 21x2 42 1.580 66.360 200 c/c -- 0.888 58.93
133 12 21x2 42 1.966 82.570 200 c/c 576 0.888 73.32
134 20 3x2 6 5.664 33.980 -- -- 2.470 83.93
135 12 5+5(2) 20 3.920 78.400 -- -- 0.888 69.62
Sheet 16 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Left Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
136 16 2x2 4 3.695 14.780 150 c/c -- 1.580 23.35
137 12 2x2 4 3.695 14.780 200 c/c -- 0.888 13.12
138 12 40x1 40 3.920 156.800 150 c/c -- 0.888 139.24
139 12 40x1 40 4.030 161.200 150 c/c -- 0.888 143.15
140 12 55x1 55 5.405 297.280 -- -- 0.888 263.98
141 12 40x1 40 2.155 86.200 150 c/c -- 0.888 76.55
142 25 10x8 80 8.000 640.000 -- 1500 3.860 2470.40
Sheet 17 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Left Abutment Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
143 25 14x8 112 9.900 1,108.800 -- 1500 3.860 4279.97
144 10 110x8 880 1.917 1,686.960 150 c/c 19170 0.620 1045.92
Total: 14517.03
Sheet 18 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Abutment Pile & Pier Pile Contractor:
Mark Remarks
101 20 9x2x2 36 5.620 202.320 -- -- 2.470 499.73
102 12 31x2 62 4.780 296.360 150 c/c -- 0.888 263.17
103 12 31x2 62 3.290 203.980 150 c/c -- 0.888 181.13
104 16 4x2x2 16 4.090 65.440 -- -- 1.580 103.40
105 12 19x2x2 76 1.815 137.940 150 c/c -- 0.888 122.49
106 12 2x2x2 8 6.120 48.960 -- -- 0.888 43.48
107 12 2x2x2 8 1.670 13.360 -- -- 0.888 11.86
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
Sheet 19 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Abutment Pile & Pier Pile Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
108 25 10x4 40 10.500 420.000 -- 1500 3.860 1621.20
109 25 14x4 56 12.350 691.600 -- 1500 3.860 2669.58
110 10 144x4 576 1.917 1,104.190 150 c/c 19170 0.620 684.60
Total: 6200.64
Sheet 20 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Deck Slab and Diaphragms Contractor:
Mark Remarks
101 12 11x4 44 9.120 401.280 125 c/c 800 0.888 356.34
102 12 11x4 44 12.400 545.600 125 c/c -- 0.888 484.49
101a 10 10x4 40 9.070 362.800 125 c/c 750 0.620 224.94
102a 10 10x4 40 12.400 496.000 125 c/c -- 0.620 307.52
103 12 11x2 22 9.520 209.440 125 c/c 0.888 185.98
104 12 11x2 22 12.400 272.800 125 c/c -- 0.888 242.25
103a 10 10x2 20 9.470 189.400 125 c/c 0.620 117.43
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
800+400
750+400
3000
5470850
12000
4570
4570
Sheet 21 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Deck Slab and Diaphragms Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
104a 10 10x2 20 12.400 248.000 125 c/c -- 0.620 153.76
105 12 42x2 84 6.000 504.000 150 c/c -- 0.888 447.55
106 12 42x3 126 9.870 1,243.620 150 c/c 0.888 1104.33
107 20 42x2 84 12.000 1,008.000 150 c/c -- 2.470 2489.76
108 16 396 396 6.295 2,492.820 150 c/c -- 1.580 3938.66
109 16 479 479 6.295 3,015.310 125 c/c -- 1.580 4764.19
110 12 50x2 100 1.590 159.000 125 c/c -- 0.888 141.19
800+750
Sheet 22 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Deck Slab and Diaphragms Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
111 16 2x2 4 5.995 23.980 -- -- 1.580 37.89
112 12 2x2 4 5.995 23.980 -- -- 0.888 21.29
113 25 4x2 8 3.100 24.800 -- -- 3.860 95.73
114 12 6x2(2) 24 3.700 88.800 250 c/c -- 0.888 78.85
115 12 20x2 40 3.830 153.200 200 c/c -- 0.888 136.04
116 20 4x2 8 6.295 50.360 -- -- 2.470 124.39
117 25 4x2 8 3.100 24.800 -- -- 3.860 95.73
Sheet 23 of 23
BAR BENDING SCHEDULE
Contract: Department:
Name of Work:- Reinforcement Detail of Deck Slab and Diaphragms Contractor:
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
118 12 6x2(2) 24 3.700 88.800 250 c/c -- 0.888 78.85
119 12 20x2 40 3.830 153.200 200 c/c -- 0.888 136.04
120 25 3x2 6 6.295 37.770 -- -- 3.860 145.79
25 2x2x2 8 3.750 30.000 -- -- 3.860 115.80
Total: 16024.79
