SL.NO DESCRIPTION 8MM 10MM 12MM 16MM 20MM 25MM 32MM Total Qty Page No. REMARKS
1 A5 - Floor walls 256.406 107.262 522.485 - - - - 886.152 Page No : 1
371.689 - 412.828 - - - - 784.516 Page No : 2
146.118 190.061 174.162 - 309.711 - - 820.052 Page No : 3
72.361 57.110 322.699 - 406.496 - - 858.666 Page No : 4
134.864 - 141.910 - 425.853 - - 702.627 Page No : 5
223.878 - 174.162 83.525 415.582 - - 897.147 Page No : 6
183.561 24.433 - 178.982 541.995 - - 928.972 Page No : 7
212.194 109.826 240.609 178.982 - - - 741.611 Page No : 8
161.751 17.572 83.856 214.779 - - - 477.958 Page No : 9
109.884 - 874.836 - - - - 984.721 Page No : 10
1,872.706 506.263 2,947.546 656.269 2,099.638 - - 8,082.421
2 SPANDRELS 37.012 - - 37.010 59.552 39.352 - 172.925 Page No : 11
62.536 - - 29.123 94.810 64.814 - 251.283 Page No : 12
- - 60.384 29.123 - 226.850 - 316.357 Page No : 13
19.402 - - 42.622 82.366 60.185 - 204.575 Page No : 14
111.548 - - 37.010 37.924 - - 186.482 Page No : 15
70.342 - - 49.675 47.997 - - 168.014 Page No : 16
49.944 - - 29.426 24.838 42.438 - 146.646 Page No : 17
39.271 34.478 - 14.561 11.802 - - 100.112 Page No : 18
390.055 34.478 60.384 268.549 359.289 433.639 - 1,546.394
3 BEAMS 16.780 30.640 27.459 122.741 140.931 50.733 - 389.282 Page No : 19
37.367 - 18.174 51.432 28.468 73.495 - 208.935 Page No : 20
43.197 - 25.301 65.327 14.715 - - 148.540 Page No : 21
42.186 - 8.276 21.899 160.831 - - 233.192 Page No : 22
21.954 - 41.644 48.181 - - - 111.778 Page No : 23
30.494 - 30.378 47.981 46.121 - - 154.975 Page No : 24
31.229 - 35.138 40.612 45.232 - - 152.211 Page No : 25
21.046 - 14.297 - 89.921 - - 125.263 Page No : 26
29.285 - 33.678 55.193 12.691 - - 130.847 Page No : 27
4.005 42.388 8.749 - 173.531 40.895 - 269.568 Page No : 28
29.830 - 6.307 23.814 70.021 35.301 - 165.272 Page No : 29
44.082 - 26.374 19.788 134.116 355.438 - 579.797 Page No : 30
73.391 - 53.280 23.605 25.085 57.484 - 232.845 Page No : 31
6.431 - 7.374 - - - - 13.805 Page No : 32
6.431 - 7.374 - - - - 13.805 Page No : 33
437.707 73.028 343.802 520.571 941.662 613.345 - 2,930.115
SL.NO DESCRIPTION 8MM 10MM 12MM 16MM 20MM 25MM 32MM Total Qty Page No. REMARKS
4 SLAB 104.222 163.604 - - - - - 267.826 Page No : 34
140.287 160.944 - - - - - 301.231 Page No : 35
238.947 296.592 - - - - - 535.539 Page No : 36
124.070 - - - - - - 124.070 Page No : 37
68.014 99.763 - - - - - 167.777 Page No : 38
193.684 80.796 - - - - - 274.480 Page No : 37
116.034 - - - - - - 116.034 Page No : 40
103.525 - - - - - - 103.525 Page No : 41
218.607 52.754 - - - - - 271.360 Page No : 42
185.176 - - - - - - 185.176 Page No : 43
187.299 - - - - - - 187.299 Page No : 44
127.996 - 276.257 - - - - 404.253 Page No : 45
34.796 - 35.037 - - - - 69.833 Page No : 46
64.840 14.327 109.515 - - - - 188.682 Page No : 47
23.474 - - - - - - 23.474 Page No : 48
1,930.971 868.779 420.809 - - - - 3,220.560
5 LINTELS 31.158 22.212 36.017 - - - - 89.387 Page No : 49
20.414 13.623 22.037 - - - - 56.074 Page No : 50
15.310 9.860 15.270 - - - - 40.440 Page No : 51
66.881 45.695 73.324 - - - - 185.900
6 Staircase 31.316 88.620 88.254 - - - - 208.189 Page No : 52
112.829 112.287 75.290 - - - - 300.407 Page No : 53
75.861 52.457 94.926 - - - - 223.245 Page No : 54
96.328 61.756 64.358 - - - - 222.441 Page No : 55
316.334 315.120 322.828 - - - - 954.282
Total Qty 5014.655 1843.363 4168.692 1445.390 3400.588 1046.984 0.000 16919.672
Page 3
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
2W109 MAIN BAR 123200 432
2 9 100 18 3.632 65.376
STRPS 10
120
10201 33 100 33 2.380 78.540
STRPS 10
120
3122 33 100 66 0.964 63.624
LINKS 10120
4 33 100 132 0.240 31.680
2W4 MAIN BAR 123200 432
2 17 200 34 3.632 123.488
STRPS 8
120
30201 17 200 17 6.360 108.120
STRPS 8
120
2126 17 200 102 0.744 75.888
LINKS 8120
2 17 200 34 0.216 7.344
2W5 MAIN BAR 123200 432
2 15 200 30 3.632 108.960
STRPS 8
120
24201 17 200 17 5.160 87.720
STRPS 8
120
2124 17 200 68 0.744 50.592
STRPS 8
120
4121 17 200 17 1.144 19.448
LINKS 8120
1 17 200 17 0.216 3.672
2W6 MAIN BAR 123200 432
2 26 200 52 3.632 188.864
STRPS 8
120
46201 17 200 17 9.560 162.520
STRPS 8
120
21210 17 200 170 0.744 126.480
LINKS 8120
2 17 200 34 0.216 7.344
2W20 MAIN BAR 123200 432
2 14 200 28 3.632 101.696 PREPARED BY CHECKED BY CUTTING LENGTH 649.128 173.844 588.384 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 256.406 107.262 522.485 - - - - TOTAL WT. 886.152
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
= +4 bars (C)
= +4 bars (D)
= +4 bars (F)
Page 4
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
STRPS 8
120
26801 17 200 17 5.680 96.560
STRPS 8
120
2126 17 200 102 0.744 75.888
LINKS 8120
1 17 200 17 0.216 3.672
2W21 MAIN BAR 123200 432
2 13 200 26 3.632 94.432
STRPS 8
120
25201 17 200 17 5.360 91.120
STRPS 8
120
2126 17 200 102 0.744 75.888
2W8 MAIN BAR 123200 432
2 40 200 80 3.632 290.560 = +12 bars (
STRPS 812
06920
1 17 200 17 14.448 245.616
STRPS 8
120
4122 17 200 34 1.144 38.896
STRPS 8
120
3121 17 200 17 0.944 16.048
STRPS 8
120
21212 17 200 204 0.744 151.776
LINKS 8120
3 17 200 51 0.216 11.016
2W9 MAIN BAR 123200 432
2 5 200 10 3.632 36.320
STRPS 8
120
8701 17 200 17 2.060 35.020
STRPS 8
120
2122 17 200 34 0.744 25.296
2W100 MAIN BAR 123200 432
2 6 200 12 3.632 43.584
STRPS 8
120
11701 17 200 17 2.660 45.220
STRPS 8
120
2122 17 200 34 0.744 25.296
LINKS 8120
1 17 200 17 0.216 3.672 PREPARED BY CHECKED BY CUTTING LENGTH 940.984 - 464.896 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 371.689 - 412.828 - - - - TOTAL WT. 784.516
Page 5
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
2W101 MAIN BAR 123200 432
2 27 200 54 3.632 196.128 = + 4 bars (C
STRPS 8
120
47501 17 200 17 9.820 166.940
STRPS 8
120
21211 17 200 187 0.744 139.128
LINKS 8120
1 17 200 17 0.216 3.672
2W102 MAIN BAR 103200 360
2 6 200 12 3.560 42.720
STRPS 8
120
8701 17 200 17 2.060 35.020
STRPS 8
120
2102 17 200 34 0.740 25.160
2W103 MAIN BAR 203200 720
2 10 100 20 3.920 78.400 = + 4 bars (F
STRPS 10
120
8701 33 100 33 2.080 68.640
STRPS 10
120
2202 33 100 66 0.780 51.480
LINKS 10120
3 33 100 99 0.240 23.760
2W104 MAIN BAR 203200 720
2 6 100 12 3.920 47.040
STRPS 10
120
7201 33 100 33 1.780 58.740
STRPS 10
120
4201 33 100 33 1.180 38.940
LINKS 10120
3 33 100 99 0.240 23.760 PREPARED BY CHECKED BY CUTTING LENGTH 369.920 308.040 196.128 - 125.440 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 146.118 190.061 174.162 - 309.711 - - TOTAL WT. 820.052
Page 6
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
2W105 MAIN BAR 203200 720
2 8 100 16 3.920 62.720 = + 4 bars (C
STRPS 12
120
7201 27 125 27 1.800 48.600
STRPS 12
120
4201 27 125 27 1.200 32.400
LINKS 12120
3 27 125 81 0.264 21.384
2W106 MAIN BAR 203200 720
2 13 100 26 3.920 101.920
STRPS 12
120
14201 27 125 27 3.200 86.400
STRPS 12
120
3203 27 125 81 1.000 81.000
LINKS 12120
6 27 125 162 0.264 42.768
2W107 MAIN BAR 103200 360
2 8 200 16 3.560 56.960 = + 4 bars (F
STRPS 8
120
11201 17 200 17 2.560 43.520
STRPS 8
120
2102 17 200 34 0.740 25.160
LINKS 8120
1 17 200 17 0.216 3.672
2W108 MAIN BAR 103200 360
2 5 200 10 3.560 35.600
STRPS 8
120
10201 17 200 17 2.360 40.120
STRPS 8
120
2102 17 200 34 0.740 25.160
2W7 MAIN BAR 123200 432
2 7 200 14 3.632 50.848
STRPS 8
120
11801 17 200 17 2.680 45.560
PREPARED BY CHECKED BY CUTTING LENGTH 183.192 92.560 363.400 - 164.640 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 72.361 57.110 322.699 - 406.496 - - TOTAL WT. 858.666
Page 7
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
STRPS 8
120
2122 17 200 34 0.744 25.296
LINKS 8120
1 17 200 17 0.216 3.672
2W142 MAIN BAR 123200 432
2 7 200 14 3.632 50.848
STRPS 8
120
12701 17 200 17 2.860 48.620
STRPS 8
120
2123 17 200 51 0.744 37.944
2W143 MAIN BAR 123200 432
2 8 200 16 3.632 58.112 = + 4 bars (C
STRPS 8
120
12201 17 200 17 2.760 46.920
STRPS 812
0212
2 17 200 34 0.744 25.296
LINKS 8120
1 17 200 17 0.216 3.672
2W135 MAIN BAR 123200 432
2 7 200 14 3.632 50.848
STRPS 8
120
11201 17 200 17 2.560 43.520
STRPS 8
120
2122 17 200 34 0.744 25.296
LINKS 8120
1 17 200 17 0.216 3.672
2W134 MAIN BAR 203200 720
2 22 100 44 3.920 172.480
STRPS 8
120
21201 17 200 17 4.560 77.520
PREPARED BY CHECKED BY CUTTING LENGTH 341.428 - 159.808 - 172.480 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 134.864 - 141.910 - 425.853 - - TOTAL WT. 702.627
Page 8
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
STRPS 8
120
3205 17 200 85 0.960 81.600
LINKS 8120
10 17 200 170 0.216 36.720
2W133 MAIN BAR 203200 1008
2 20 100 40 4.208 168.320
STRPS 8
120
19201 17 200 17 4.160 70.720
STRPS 8
120
3204 17 200 68 0.960 65.280
LINKS 8120
10 17 200 170 0.216 36.720
2W132 MAIN BAR 123200 432
2 7 200 14 3.632 50.848
STRPS 812
01420
1 17 200 17 3.160 53.720
STRPS 8
120
2123 17 200 51 0.744 37.944
2W131 MAIN BAR 123200 432
2 14 200 28 3.632 101.696 = + 4 bars (C
STRPS 8
120
22201 17 200 17 4.760 80.920
STRPS 8
120
2124 17 200 68 0.744 50.592
LINKS 8120
2 17 200 34 0.216 7.344
2W151 MAIN BAR 163200 576
2 7 200 14 3.776 52.864
MAIN BAR 123200 432
2 6 200 12 3.632 43.584
STRPS 8
120
11701 17 200 17 2.660 45.220
PREPARED BY CHECKED BY CUTTING LENGTH 566.780 - 196.128 52.864 168.320 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 223.878 - 174.162 83.525 415.582 - - TOTAL WT. 897.147
Page 9
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
STRPS 8
120
2161 17 200 17 0.752 12.784
STRPS 8
120
3162 17 200 34 0.952 32.368
LINKS 10120
5 33 100 165 0.240 39.600
2W152 MAIN BAR 203200 720
2 10 200 20 3.920 78.400
MAIN BAR 163200 576
2 8 200 16 3.776 60.416
STRPS 8
120
16701 17 200 17 3.660 62.220
STRPS 8
120
3204 17 200 68 0.960 65.280
LINKS 8120
8 17 200 136 0.216 29.376
2W153 MAIN BAR 203200 720
2 10 200 20 3.920 78.400
MAIN BAR 163200 576
2 8 200 3.776 -
STRPS 8
120
16701 17 200 17 3.660 62.220
STRPS 8
120
3204 17 200 68 0.960 65.280
LINKS 8120
8 17 200 136 0.216 29.376
2W140 MAIN BAR 203200 720
2 8 200 16 3.920 62.720
MAIN BAR 163200 576
2 7 200 14 3.776 52.864
STRPS 8
120
14201 17 200 17 3.160 53.720
STRPS 8
120
3182 17 200 34 0.956 32.504
STRPS 8
120
4161 17 200 17 1.152 19.584
PREPARED BY CHECKED BY CUTTING LENGTH 464.712 39.600 - 113.280 219.520 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 183.561 24.433 - 178.982 541.995 - - TOTAL WT. 928.972
Page 10
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
LINKS 8120
7 17 200 119 0.216 25.704
2W141 MAIN BAR 163200 576
2 15 100 30 3.776 113.280
STRPS 8
120
14201 17 200 17 3.160 53.720
STRPS 8
120
3162 17 200 34 0.952 32.368
STRPS 8
120
4161 17 200 17 1.152 19.584
LINKS 8120
7 17 200 119 0.216 25.704
2W172 MAIN BAR 123200 432
2 6 200 12 3.632 43.584
STRPS 1212
0670
1 33 100 33 1.700 56.100
STRPS 12
120
4121 33 100 33 1.184 39.072
LINKS 12120
1 33 100 33 0.264 8.712
2W182 MAIN BAR 103200 360
2 25 200 50 3.560 178.000
STRPS 8
120
50201 17 200 17 10.360 176.120
STRPS 8
120
21012 17 200 204 0.740 150.960
2W181 MAIN BAR 123200 432
2 8 200 16 3.632 58.112
STRPS 8
120
7201 17 200 17 1.760 29.920
STRPS 8
120
4121 17 200 17 1.144 19.448
LINKS 8120
1 17 200 17 0.216 3.672
2W180 MAIN BAR 123200 432
2 9 200 18 3.632 65.376 PREPARED BY CHECKED BY CUTTING LENGTH 537.200 178.000 270.956 113.280 - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 212.194 109.826 240.609 178.982 - - - - TOTAL WT. 741.611
= + 4 bars (C)
Page 11
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
STRPS 8
120
14701 17 200 17 3.260 55.420
STRPS 8
120
2122 17 200 34 0.744 25.296
STRPS 8
120
3121 17 200 17 0.944 16.048
LINKS 8120
1 17 200 17 0.216 3.672
2W179 MAIN BAR 163200 576
2 9 200 18 3.776 67.968
MAIN BAR 123200 432
2 7 200 14 3.632 50.848
STRPS 8
120
14701 17 200 17 3.260 55.420
STRPS 812
0316
2 17 200 34 0.952 32.368
STRPS 8
120
2162 17 200 34 0.752 25.568
LINKS 8120
6 17 200 102 0.216 22.032
2W178 MAIN BAR 163200 576
2 9 200 18 3.776 67.968
STRPS 8
120
16701 17 200 17 3.660 62.220
STRPS 8
120
2164 17 200 68 0.752 51.136
2W177 MAIN BAR 123200 432
2 6 200 12 3.632 43.584
MAIN BAR 103200 360
2 4 200 8 3.560 28.480
STRPS 8
120
8701 17 200 17 2.060 35.020
STRPS 8
120
2122 17 200 34 0.744 25.296
LINKS 8120
3 17 200 51 0.320 16.320
PREPARED BY CHECKED BY CUTTING LENGTH 409.496 28.480 94.432 135.936 - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 161.751 17.572 83.856 214.779 - - - TOTAL WT. 477.958
= + 4 bars (C)
Page 12
Ref.Drg. Nos:BAR BENDING SCHEDULERef:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A-TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 8TH TO 9TH WALLS IN A-BLOCK BBS Date: 16-08-2013
Sheet No:
ShapesTotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
2W176 MAIN BAR 123200 432
2 6 200 12 3.632 43.584
STRPS 8
120
8701 17 200 17 2.060 35.020
STRPS 8
120
2122 17 200 34 0.744 25.296
2W175 MAIN BAR 123200 432
2 9 200 18 3.632 65.376
STRPS 8
120
16201 17 200 17 3.560 60.520
STRPS 8
120
2122 17 200 34 0.744 25.296
STRPS 8
120
4121 17 200 17 1.144 19.448
LINKS 8120
1 17 200 17 0.216 3.672
2W174 MAIN BAR 123200 432
2 10 200 20 3.632 72.640
STRPS 8
120
16201 17 200 17 3.560 60.520
STRPS 8
120
2122 17 200 34 0.744 25.296
STRPS 8
120
4121 17 200 17 1.144 19.448
LINKS 8120
1 17 200 17 0.216 3.672
2W173 MAIN BAR 123200 432
2 23 200 46 3.632 167.072
STRPS 12
120
48201 33 100 33 10.000 330.000
STRPS 12
120
21210 33 100 330 0.784 258.720
STRPS 12
120
4121 33 100 33 1.184 39.072
LINKS 12120
1 33 100 33 0.264 8.712 PREPARED BY CHECKED BY CUTTING LENGTH 278.188 - 985.176 - - - -
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32WEIGHT DIA WISE 109.884 - 874.836 - - - - TOTAL WT. 984.721
Page 9
BAR BENDING SCHEDULE
Ref:
NAME OF WORK: VAISHNAVI BLOCK: A&B AREA: A4 - BLOCK Project start Date:EMPLOYER: LOCATION: Project end Date:CONTRACT NO: ACTIVITY: RC DETAIL OF 4TH TO 5TH WALLS IN A-BLOCK BBS Date: CONTRACTOR: LARSEN AND T Sheet No:
Total Length in m
Remarks8 10 12 16 20 25 32
0 #REF! 0 #REF!
2W135 MAIN BAR 20 2 7 200 14 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 2 16 200 32 #REF! #REF!
LINKS 8 1 16 200 16 0.216 3.456
2W134 MAIN BAR 20 2 22 100 44 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 5 16 200 80 #REF! #REF!
LINKS 8 10 16 200 160 0.216 34.560
2W133 MAIN BAR 25 2 11 200 21 #REF! #REF!
20 2 11 200 21 #REF! #REF!
Ref.Drg. Nos: VT/ST/TW- A B/107-R4 & VT/ST/TW- A B/504 Revision: 1
Grid / Colum
n Reference/
Location
Beam No./
Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
Page 10
BAR BENDING SCHEDULE
Ref:
NAME OF WORK: VAISHNAVI BLOCK: A&B AREA: A4 - BLOCK Project start Date:EMPLOYER: LOCATION: Project end Date:CONTRACT NO: ACTIVITY: RC DETAIL OF 4TH TO 5TH WALLS IN A-BLOCK BBS Date: CONTRACTOR: LARSEN AND T Sheet No:
Total Length in m
Remarks8 10 12 16 20 25 32
Ref.Drg. Nos: VT/ST/TW- A B/107-R4 & VT/ST/TW- A B/504 Revision: 1
Grid / Colum
n Reference/
Location
Beam No./
Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 4 16 200 64 #REF! #REF!
LINKS 8 10 16 200 160 0.216 34.560
2W132 MAIN BAR 16 2 13 100 26 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 3 16 200 48 #REF! #REF!
LINKS 8 6 16 200 96 0.216 20.736
2W131 MAIN BAR 16 2 21 100 42 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 4 16 200 64 #REF! #REF!
LINKS 8 12 16 200 192 0.216 41.472
2W151 MAIN BAR 16 2 7 200 14 #REF! #REF!
12 2 7 200 14 #REF! #REF!
Page 11
BAR BENDING SCHEDULE
Ref:
NAME OF WORK: VAISHNAVI BLOCK: A&B AREA: A4 - BLOCK Project start Date:EMPLOYER: LOCATION: Project end Date:CONTRACT NO: ACTIVITY: RC DETAIL OF 4TH TO 5TH WALLS IN A-BLOCK BBS Date: CONTRACTOR: LARSEN AND T Sheet No:
Total Length in m
Remarks8 10 12 16 20 25 32
Ref.Drg. Nos: VT/ST/TW- A B/107-R4 & VT/ST/TW- A B/504 Revision: 1
Grid / Colum
n Reference/
Location
Beam No./
Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
STRPS 8 1 32 100 32 #REF! #REF!
STRPS 8 1 32 100 32 #REF! #REF!
STRPS 8 2 32 100 64 #REF! #REF!
LINKS 8 5 32 100 160 0.216 34.560
2W152 MAIN BAR 25 2 9 200 19 #REF! #REF!
20 2 9 200 19 #REF! #REF!
STRPS 10 1 26 125 26 #REF! #REF!
STRPS 10 4 26 125 102 #REF! #REF!
LINKS 10 8 26 125 205 0.216 44.237
2W153 MAIN BAR 25 2 9 200 19 #REF! #REF!
20 2 9 200 19 #REF! #REF!
STRPS 8 1 18 175 18 #REF! #REF!
STRPS 8 4 18 175 73 #REF! #REF!
Page 12
BAR BENDING SCHEDULE
Ref:
NAME OF WORK: VAISHNAVI BLOCK: A&B AREA: A4 - BLOCK Project start Date:EMPLOYER: LOCATION: Project end Date:CONTRACT NO: ACTIVITY: RC DETAIL OF 4TH TO 5TH WALLS IN A-BLOCK BBS Date: CONTRACTOR: LARSEN AND T Sheet No:
Total Length in m
Remarks8 10 12 16 20 25 32
Ref.Drg. Nos: VT/ST/TW- A B/107-R4 & VT/ST/TW- A B/504 Revision: 1
Grid / Colum
n Reference/
Location
Beam No./
Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
LINKS 8 8 18 175 146 0.216 31.598
2W140 MAIN BAR 20 2 8 200 16 #REF! #REF!
16 2 8 200 16 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 2 16 200 32 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
LINKS 8 7 16 200 112 0.216 24.192
2W141 MAIN BAR 20 2 15 100 30 #REF! #REF!
STRPS 8 1 21 150 21 #REF! #REF!
STRPS 8 2 21 150 43 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
LINKS 8 7 16 200 112 0.216 24.192
Page 13
BAR BENDING SCHEDULE
Ref:
NAME OF WORK: VAISHNAVI BLOCK: A&B AREA: A4 - BLOCK Project start Date:
EMPLOYER: LOCATION: Project end Date:
CONTRACT NO: ACTIVITY: RC DETAIL OF 4TH TO 5TH WALLS IN A-BLOCK BBS Date:
CONTRACTOR: LARSEN AND T Sheet No:
Total Length in m
Remarks8 10 12 16 20 25 32
2W172 MAIN BAR 12 2 3 200 7 #REF! #REF!
STRPS 12 1 26 125 26 #REF! #REF!
STRPS 12 1 26 125 26 #REF! #REF!
LINKS 12 1 26 125 26 0.216 5.530
2W182 MAIN BAR 16 2 25 200 50 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 12 16 200 192 #REF! #REF!
2W181 MAIN BAR 16 2 6 100 12 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
LINKS 8 3 16 200 48 0.216 10.368
2W180 MAIN BAR 16 2 16 100 31 #REF! #REF!
Ref.Drg. Nos: VT/ST/TW- A B/107-R4 & VT/ST/TW- A B/505 Revision: 1
Grid / Colum
n Reference/
Location
Beam No./
Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
Page 14
BAR BENDING SCHEDULE
Ref:
NAME OF WORK: VAISHNAVI BLOCK: A&B AREA: A4 - BLOCK Project start Date:
EMPLOYER: LOCATION: Project end Date:
CONTRACT NO: ACTIVITY: RC DETAIL OF 4TH TO 5TH WALLS IN A-BLOCK BBS Date:
CONTRACTOR: LARSEN AND T Sheet No:
Total Length in m
Remarks8 10 12 16 20 25 32
Ref.Drg. Nos: VT/ST/TW- A B/107-R4 & VT/ST/TW- A B/505 Revision: 1
Grid / Colum
n Reference/
Location
Beam No./
Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 2 16 200 32 #REF! #REF!
STRPS 8 2 16 200 32 #REF! #REF!
LINKS 8 6 16 200 96 0.216 20.736
2W179 MAIN BAR 20 2 16 100 31 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 2 16 200 32 #REF! #REF!
STRPS 8 2 16 200 32 #REF! #REF!
LINKS 8 6 16 200 96 0.216 20.736
2W178 MAIN BAR 20 2 16 100 31 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 4 16 200 64 #REF! #REF!
Page 15
BAR BENDING SCHEDULE
Ref:
NAME OF WORK: VAISHNAVI BLOCK: A&B AREA: A4 - BLOCK Project start Date:
EMPLOYER: LOCATION: Project end Date:
CONTRACT NO: ACTIVITY: RC DETAIL OF 4TH TO 5TH WALLS IN A-BLOCK BBS Date:
CONTRACTOR: LARSEN AND T Sheet No:
Total Length in m
Remarks8 10 12 16 20 25 32
Ref.Drg. Nos: VT/ST/TW- A B/107-R4 & VT/ST/TW- A B/505 Revision: 1
Grid / Colum
n Reference/
Location
Beam No./
Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
STRPS 8 2 16 200 32 #REF! #REF!
LINKS 8 7 16 200 112 0.216 24.192
C 20 2 4 8 #REF! #REF!
2W177 MAIN BAR 20 2 8 100 15 #REF! #REF!
STRPS 8 1 16 200 16 #REF! #REF!
STRPS 8 2 16 200 32 #REF! #REF!
LINKS 8 3 16 200 48 0.216 10.368
2W176 MAIN BAR 16 2 10 100 19 #REF! #REF!
STRPS 8 1 26 125 26 #REF! #REF!
STRPS 8 2 26 125 51 #REF! #REF!
LINKS 8 4 26 125 102 0.216 22.118
2W175 MAIN BAR 16 2 9 200 18 #REF! #REF!
STRPS 10 1 32 100 32 #REF! #REF!
STRPS 10 2 32 100 64 #REF! #REF!
STRPS 10 1 32 100 32 #REF! #REF!
LINKS 10 1 32 100 32 0.216 6.912
Column BAR
Page 16
BAR BENDING SCHEDULE
Ref:
NAME OF WORK: VAISHNAVI BLOCK: A&B AREA: A4 - BLOCK Project start Date:
EMPLOYER: LOCATION: Project end Date:
CONTRACT NO: ACTIVITY: RC DETAIL OF 4TH TO 5TH WALLS IN A-BLOCK BBS Date:
CONTRACTOR: LARSEN AND T Sheet No:
Total Length in m
Remarks8 10 12 16 20 25 32
Ref.Drg. Nos: VT/ST/TW- A B/107-R4 & VT/ST/TW- A B/505 Revision: 1
Grid / Colum
n Reference/
Location
Beam No./
Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
2W174 MAIN BAR 16 2 15 100 30 #REF! #REF!
STRPS 10 1 32 100 32 #REF! #REF!
STRPS 10 2 32 100 64 #REF! #REF!
STRPS 10 2 32 100 64 #REF! #REF!
LINKS 10 6 32 100 192 0.216 41.472
D 16 1 4 4 #REF! #REF!
C 12 1 4 4 #REF! #REF!
2W173 MAIN BAR 12 2 23 200 46 #REF! #REF!
STRPS 12 1 26 125 26 #REF! #REF!
STRPS 12 10 26 125 256 #REF! #REF!
STRPS 12 1 26 125 26 #REF! #REF!
LINKS 12 1 26 125 26 0.216 5.530
PREPARED BY CHECKED BY CUTTING LENGTH - #REF! #REF! #REF! - - -
For L & T For RCTIL /
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE - #REF! #REF! #REF! - - -
TOTAL WT. #REF!
DATE: DATE: TOTAL WT. IN M.T #REF!
Grand TOTAL IN ALL SHEETS
WEIGHT DIA WISE #REF! #REF! #REF! #REF! #REF! #REF! #REF!
TOTAL WT. #REF!
Column BAR
Column BAR
Ref.Drg. NosBAR BENDING SCHEDULE
Ref:BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012LOCATION: Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH FLOOR SPANDRELS IN A-BLOCK BBS Date: 16-08-2013 Sheet No:
BAR SHAPETotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
G20 S1-9 Top 252550
1 2 2 2.550 5.100
202190
1 2 2 2.190 4.380
Bott. 252550
1 2 2 2.550 5.100
202190
1 2 2 2.190 4.380
V'le 8 2370 120
1 7 125 7 5.060 35.420
H'le 8750
2 8 325 16 0.750 12.000
DIAG. 161152
4 2 8 1.152 9.216
G7 S2-9 Top 203840
1 2 2 3.840 7.680
163552
1 2 2 3.552 7.104
Bott. 203840
1 2 2 3.840 7.680
163552
1 2 2 3.552 7.104
V'le 8 1620 120
1 13 200 13 3.560 46.280
PREPARED BY CHECKED BY CUTTING LENGTH 93.700 - - 23.424 24.120 10.200 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 37.012 - - 37.010 59.552 39.352 -
TOTAL WT. 172.925
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
Ref.Drg. NosBAR BENDING SCHEDULE
Ref:BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012LOCATION: Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH FLOOR SPANDRELS IN A-BLOCK BBS Date: 16-08-2013 Sheet No:
BAR SHAPETotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
H'le 82400
2 9 200 18 2.400 43.200
DIAG. 161152
4 2 8 1.152 9.216
G14 S3-9 Top 203840
1 2 2 3.840 7.680
203840
1 2 2 3.840 7.680
Bott. 203840
1 3 3 3.840 11.520
203840
1 3 3 3.840 11.520
V'le 8 1620 120
1 20 125 20 3.560 71.200
H'le 82400 1
9 200 9 4.880 43.920
DIAG. 161152
4 2 8 1.152 9.216
G27 S14-9 Top 254200
1 2 2 4.200 8.400
254200
1 2 2 4.200 8.400
203840
1 2 2 -
PREPARED BY CHECKED BY CUTTING LENGTH 158.320 - - 18.432 38.400 16.800 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 62.536 - - 29.123 94.810 64.814 -
TOTAL WT. 251.283
Ref.Drg. NosBAR BENDING SCHEDULE
Ref:BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012LOCATION: Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH FLOOR SPANDRELS IN A-BLOCK BBS Date: 16-08-2013 Sheet No:
BAR SHAPETotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
Bott. 254200
1 2 2 4.200 8.400
254200
1 2 2 4.200 8.400
V'le 12
670 120
1 20 125 20 1.700 34.000
DIAG. 161152
4 2 8 1.152 9.216
G27 S15-9 Top 254200
1 2 2 4.200 8.400
254200
1 2 2 4.200 8.400
203840
1 2 2 -
Bott. 254200
1 3 3 4.200 12.600
254200
1 3 3 4.200 12.600
V'le 12
670 120
1 20 125 20 1.700 34.000
DIAG. 161152
4 2 8 1.152 9.216
PREPARED BY CHECKED BY CUTTING LENGTH - - 68.000 18.432 - 58.800 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE - - 60.384 29.123 - 226.850 -
TOTAL WT. 316.357
Ref.Drg. NosBAR BENDING SCHEDULE
Ref:BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012LOCATION: Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH FLOOR SPANDRELS IN A-BLOCK BBS Date: 16-08-2013 Sheet No:
BAR SHAPETotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
G32 S16-9 Top 253900
1 2 2 3.900 7.800
253900
1 2 2 3.900 7.800
203540
1 2 2 -
Bott. 203540
1 2 2 3.540 7.080
203540
1 2 2 3.540 7.080
V'le 8
670 120
1 22 100 22 1.660 36.520
H'le 82100
2 3 325 6 2.100 12.600
DIAG. 161152
4 2 8 1.152 9.216
G8 S24-9 Top 203840
1 2 2 3.840 7.680
163552
1 2 2 3.552 7.104
Bott. 203840
1 3 3 3.840 11.520
163552
1 3 3 3.552 10.656
PREPARED BY CHECKED BY CUTTING LENGTH 49.120 - - 26.976 33.360 15.600 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 19.402 - - 42.622 82.366 60.185 -
TOTAL WT. 204.575
Ref.Drg. NosBAR BENDING SCHEDULE
Ref:BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012LOCATION: Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH FLOOR SPANDRELS IN A-BLOCK BBS Date: 16-08-2013 Sheet No:
BAR SHAPETotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
V'le 8 1620 120
1 13 200 13 3.560 46.280
H'le 82400
2 9 200 18 2.400 43.200
DIAG. 161152
4 2 8 1.152 9.216
S24, S25 Shaft 8280 290 41
0
2 44 200 88 0.948 86.240
Dist 82600
2 2 4 2.600 10.400
Dist 81700
2 2 4 1.700 6.800
G7 S25-9 Top 203840
1 2 2 3.840 7.680
163552
1 2 2 3.552 7.104
Bott. 203840
1 2 2 3.840 7.680
163552
1 2 2 3.552 7.104
V'le 8 1620 120
1 13 200 13 3.560 46.280
H'le 82400
2 9 200 18 2.400 43.200
PREPARED BY CHECKED BY CUTTING LENGTH 282.400 - - 23.424 15.360 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 111.548 - - 37.010 37.924 - -
TOTAL WT. 186.482
230
60
Ref.Drg. NosBAR BENDING SCHEDULE
Ref:BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012LOCATION: Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH FLOOR SPANDRELS IN A-BLOCK BBS Date: 16-08-2013 Sheet No:
BAR SHAPETotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
DIAG. 161152
4 2 8 1.152 9.216
G7 S26-9 Top 203540
1 2 2 3.540 7.080
163252
1 2 2 3.252 6.504
Bott. 203540
1 2 2 3.540 7.080
163252
1 2 2 3.252 6.504
V'le 8 1620 120
1 12 200 12 3.560 42.720
H'le 82100
2 9 200 18 2.100 37.800
DIAG. 161152
4 2 8 1.152 9.216
S26 Shaft 8280 290 41
0
2 41 200 82 0.948 80.360
Dist 82600
2 2 4 2.600 10.400
Dist 81700
2 2 4 1.700 6.800
G7 S27-9 Top 202640
1 2 2 2.640 5.280
PREPARED BY CHECKED BY CUTTING LENGTH 178.080 - - 31.440 19.440 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 70.342 - - 49.675 47.997 - -
TOTAL WT. 168.014
230
60
Ref.Drg. NosBAR BENDING SCHEDULE
Ref:BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012LOCATION: Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH FLOOR SPANDRELS IN A-BLOCK BBS Date: 16-08-2013 Sheet No:
BAR SHAPETotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
162352
1 2 2 2.352 4.704
Bott. 202640
1 2 2 2.640 5.280
162352
1 2 2 2.352 4.704
V'le 8 1620 120
1 7 200 7 3.560 24.920
H'le 81200
2 9 200 18 1.200 21.600
DIAG. 161152
4 2 8 1.152 9.216
S27 Shaft 8280 290 41
0
2 32 200 64 0.948 62.720
Dist 82600
2 2 4 2.600 10.400
Dist 81700
2 2 4 1.700 6.800
G21 S23-9 Top 252750
1 2 2 2.750 5.500
202390
1 2 2 2.390 4.780
Bott. 252750
1 2 2 2.750 5.500
PREPARED BY CHECKED BY CUTTING LENGTH 126.440 - - 18.624 10.060 11.000 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 49.944 - - 29.426 24.838 42.438 -
TOTAL WT. 146.646
60
Ref.Drg. NosBAR BENDING SCHEDULE
Ref:BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012LOCATION: Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH FLOOR SPANDRELS IN A-BLOCK BBS Date: 16-08-2013 Sheet No:
BAR SHAPETotal Length in m
Remarks8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
202390
1 2 2 2.390 4.780
V'le 10 2370 120
1 11 100 11 5.080 55.880
H'le 8750
2 13 200 26 0.750 19.500
DIAG. 161152
4 2 8 1.152 9.216
S23-9 Shaft 8280 290 41
0
2 32 200 64 0.948 62.720
Dist 82600
2 2 4 2.600 10.400
Dist 81700
2 2 4 1.700 6.800
PREPARED BY CHECKED BY CUTTING LENGTH 99.420 55.880 - 9.216 4.780 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 39.271 34.478 - 14.561 11.802 - -
TOTAL WT. 100.112
60
19 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
ba1-ba2 PB1 300 600 Bot 1 20 5320 1 3 100 3 0.000 5.320 5.320 15.960
Bot 1A 16 5320 1 2 204 2 0.000 5.320 5.320 10.640
top 1 12 440 1560
1 2 208 2 1 0.024 2.000 1.976 3.952
top 1A 10 380 1520
1 2 210 2 1 0.020 1.900 1.880 3.760
top 2 12 3003740
440
1 3 104 3 2 0.048 4.480 4.432 13.296
Stirrups 10 520
220 1 30 125/250/125 30 5 0.100 1.630 1.530 45.900
ba2-ba3 PB2 300 600 Bot 1 166160
1 3 112 3 0.000 6.160 6.160 18.480
Bot 1A 166760 1000
1 2 224 2 0.000 7.760 7.760 15.520
Bot 2 201000 8845 1000
1 3 112 3 0.000 10.845 10.845 32.535
Bot 2A 208585
1 1 1 0.000 8.585 8.585 8.585
Bot 2A 162350 1000
1 2 2 0.000 3.350 3.350 6.700
top 12 257 3007
1 2 2 1 0.024 3.264 3.240 6.480
12 257 900
1 2 2 1 0.024 1.157 1.133 2.266
121157
1 2 2 0.000 1.157 1.157 2.314
Stirrups 8 400 150
1 13 200 13 0.000 1.180 1.180 15.34
B14 2100 200 450 Bot 16 42
2400
42 1 2 2 2 0.064 2.484 2.420 4.840
top 16 401 2450
401
1 2 2 2 0.064 3.252 3.188 6.376
Stirrups 8 400 150
1 15 150 15 0.000 1.180 1.180 17.70
B16 1100 200 450 Bot 16 42
14421 2 2 1 0.032 1.484 1.452 2.904
top 16 401 1851
1 2 2 1 0.032 2.252 2.220 4.440
121307
1 2 2 0.000 1.307 1.307 2.614
Stirrups 8 400 150
1 8 150 8 0.000 1.180 1.180 9.44
B22 4300 200 600 Bot 256300
325
1 2 2 1 0.050 6.625 6.575 13.150
B23 1350 200 600 163892
1 2 2 0.000 3.892 3.892 7.784
PREPARED BY CHECKED BY CUTTING LENGTH 42.480 49.660 30.922 77.684 57.080 13.150 -
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
75
20 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 16.780 30.640 27.459 122.741 140.931 50.733 -
TOTAL WT. 389.282
21 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
top 256925
550
1 2 2 1 0.050 7.475 7.425 14.850
252100
1 2 2 0.000 2.100 2.100 4.200
202925
550
1 2 2 1 0.040 3.475 3.435 6.870
Stirrups 8 550 150
2 9 150 18 0.000 1.480 1.480 26.64
Stirrups 8 550 150
1 10 200 10 0.000 1.480 1.480 14.80
Stirrups 8 550 150
1 12 125 12 0.000 1.480 1.480 17.76
B24 4900 200 450 Bot 165242
42 1 2 2 1 0.032 5.284 5.252 10.504
124300
1 2 2 0.000 4.300 4.300 8.600
top 162226
1 2 2 0.000 2.226 2.226 4.452
161926
1 2 2 0.000 1.926 1.926 3.852
122968
1 2 2 0.000 2.968 2.968 5.936
201810
560
1 2 2 1 0.040 2.370 2.330 4.660
121434
348
1 2 2 1 0.024 1.782 1.758 3.516
Stirrups 8 400 150
2 9 150 18 0.000 1.180 1.180 21.24
Stirrups 8 400 150
1 12 200 12 0.000 1.180 1.180 14.16
B25 2700 200 450 Bot 163042
42 1 2 2 1 0.032 3.084 3.052 6.104
top 163436
416
1 2 2 1 0.032 3.852 3.820 7.640
121207
1 2 2 0.000 1.207 1.207 2.414
PREPARED BY CHECKED BY CUTTING LENGTH 94.600 - 20.466 32.552 11.530 19.050 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 37.367 - 18.174 51.432 28.468 73.495 -
TOTAL WT. 208.935
22 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
Stirrups 8 400 150
2 6 125 12 0.000 1.180 1.180 14.16
Stirrups 8 400 150
1 8 175 8 0.000 1.180 1.180 9.44
B30 2300 200 450 Bot 122588
1 2 2 0.000 2.588 2.588 5.176
top 122892
272
1 2 2 1 0.024 3.164 3.140 6.280
121107
1 2 2 0.000 1.107 1.107 2.214
12771
336
1 2 2 1 0.024 1.107 1.083 2.166
Stirrups 8 400 1501 13 200 13 0.000 1.180 1.180 15.34
B31 900 200 450 Bot 16 165 1231
1 2 2 1 0.032 1.396 1.364 2.728
B32 6960 200 600 16 42
73021 2 2 1 0.032 7.344 7.312 14.624
165610
1 2 2 0.000 5.610 5.610 11.220
Top 16 400 3575
1 2 2 1 0.032 3.975 3.943 7.886
122600
1 2 2 0.000 2.600 2.600 5.200
123728
1 2 2 0.000 3.728 3.728 7.456
202475
545
1 2 2 1 0.040 3.020 2.980 5.960
162075
401
1 2 2 1 0.032 2.476 2.444 4.888
Stirrups 8 400 150
1 7 150 7 0.000 1.180 1.180 8.26
Stirrups 8 550 150
2 12 150 24 0.000 1.480 1.480 35.52
Stirrups 8 550 150
1 18 200 18 0.000 1.480 1.480 26.64
PREPARED BY CHECKED BY CUTTING LENGTH 109.360 - 28.492 41.346 5.960 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 43.197 - 25.301 65.327 14.715 - -
TOTAL WT. 148.540
23 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
B33 2400 200 500 Bot 16 42
27421 2 2 1 0.032 2.784 2.752 5.504
Top 12 257 975
1 2 2 1 0.024 1.232 1.208 2.416 Top - 800
12 257 875
1 2 2 1 0.024 1.132 1.108 2.216
203460
1 2 2 0.000 3.460 3.460 6.920
161276
1 2 2 0.000 1.276 1.276 2.552
Stirrups 8 450 150
1 13 200 13 0.000 1.280 1.280 16.64
B39 2550 200 600 Bot 20 90
29401 2 2 1 0.040 3.030 2.990 5.980
B40 3100 200 450 16 42
28921 2 2 1 0.032 2.934 2.902 5.804
203580
1 2 2 0.000 3.580 3.580 7.160
B41 2300 200 600 202690
230
1 2 2 1 0.040 2.920 2.880 5.760
Top 20 545 10125
1 2 2 1 0.040 10.670 10.630 21.260
20 545 1025
1 2 2 1 0.040 1.570 1.530 3.060
203750
1 2 2 0.000 3.750 3.750 7.500
203750
1 2 2 0.000 3.750 3.750 7.500
121859
509
1 2 2 1 0.024 2.368 2.344 4.688
Stirrups 8 550 150
1 21 125 21 0.000 1.480 1.480 31.08
Stirrups 8 400 150
2 9 100 18 0.000 1.180 1.180 21.24
Stirrups 8 400 150
1 12 125 12 0.000 1.180 1.180 14.16
Stirrups 8 550 150
1 16 150 16 0.000 1.480 1.480 23.68
PREPARED BY CHECKED BY CUTTING LENGTH 106.800 - 9.320 13.860 65.140 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 42.186 - 8.276 21.899 160.831 - -
TOTAL WT. 233.192
24 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
B42 2400 200 500 Bot 16 42
2700
42 1 2 2 2 0.064 2.784 2.720 5.440
122100
1 2 2 0.000 2.100 2.100 4.200
Top 12 450 1634
1 2 2 1 0.024 2.084 2.060 4.120
161800
401
1 2 2 1 0.032 2.201 2.169 4.338
16825
401
1 2 2 1 0.032 1.226 1.194 2.388
Stirrups 8 450 150
1 13 200 13 0.000 1.280 1.280 16.64
B46 3600 200 450 Bot 16 154 3900
154
1 2 2 2 0.064 4.208 4.144 8.288
123050
1 2 2 0.000 3.050 3.050 6.100
Top 12 400 3950
400
1 2 2 2 0.048 4.750 4.702 9.404
Stirrups 8 400 150
1 19 200 19 0.000 1.180 1.180 22.42
B49 2500 200 450 Bot 16 42
2800
42 1 2 2 2 0.064 2.884 2.820 5.640
162200
1 2 2 0.000 2.200 2.200 4.400
Top 12 257 2850
257
1 2 2 2 0.048 3.364 3.316 6.632
12 257 825
1 2 2 1 0.024 1.082 1.058 2.116
12825
257
1 2 2 1 0.024 1.082 1.058 2.116
Stirrups 8 400 150
1 14 200 14 0.000 1.180 1.180 16.52
B50 2500 150 300 Bot 122788
1 2 2 0.000 2.788 2.788 5.576
Top 12 257 2850
257
1 2 2 2 0.048 3.364 3.316 6.632
PREPARED BY CHECKED BY CUTTING LENGTH 55.580 - 46.896 30.494 - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 21.954 - 41.644 48.181 - - -
TOTAL WT. 111.778
25 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
Stirrups 8 250 150
1 18 150 18 0.000 0.880 0.880 15.84
B83 4500 200 450 Bot 16 154 4800
42 1 2 2 2 0.064 4.996 4.932 9.864
124294
1 2 2 0.000 4.294 4.294 8.588
Top 12 400 3959
1 2 2 1 0.024 4.359 4.335 8.670
201575
545
1 2 2 1 0.040 2.120 2.080 4.160
161375
401
1 2 2 1 0.032 1.776 1.744 3.488
Stirrups 8 400 1502 7 175 14 0.000 1.180 1.180 16.52
Stirrups 8 400 150
1 12 200 12 0.000 1.180 1.180 14.16
B82 4500 200 450 Bot 16 42
4800
42 1 2 2 2 0.064 4.884 4.820 9.640
123800
1 2 2 0.000 3.800 3.800 7.600
Top 201575
545
1 2 2 1 0.040 2.120 2.080 4.160 Top - 1400
161375
401
1 2 2 1 0.032 1.776 1.744 3.488
123068
1 2 2 0.000 3.068 3.068 6.136
161575
401
1 2 2 1 0.032 1.976 1.944 3.888
121375
257
1 2 2 1 0.024 1.632 1.608 3.216
Stirrups 8 400 150
2 8 175 16 0.000 1.180 1.180 18.88
Stirrups 8 400 150
1 10 200 10 0.000 1.180 1.180 11.80
B84 4500 200 450 Bot 20 230 4800
230
1 2 2 2 0.080 5.260 5.180 10.360
PREPARED BY CHECKED BY CUTTING LENGTH 77.200 - 34.210 30.368 18.680 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 30.494 - 30.378 47.981 46.121 - -
TOTAL WT. 154.975
26 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
203800
1 2 2 0.000 3.800 3.800 7.600
Top 12 400 4850
400
1 2 2 2 0.048 5.650 5.602 11.204
122150
1 2 2 0.000 2.150 2.150 4.300
Stirrups 8 400 150
1 24 200 24 0.000 1.180 1.180 28.32
B85 2200 200 450 Bot 203090
230
1 2 2 1 0.040 3.320 3.280 6.560
162600
1 2 2 0.000 2.600 2.600 5.200
Top 123307
400
1 2 2 1 0.024 3.707 3.683 7.366
121482
1 2 2 0.000 1.482 1.482 2.964
Stirrups 8 400 150
1 19 200 19 0.000 1.180 1.180 22.42
B86 4500 200 450 Bot 16 42
480042 1 2 2 2 0.064 4.884 4.820 9.640
123800
1 2 2 0.000 3.800 3.800 7.600
Top 201575
545
1 2 2 1 0.040 2.120 2.080 4.160
161375
401
1 2 2 1 0.032 1.776 1.744 3.488
123068
1 2 2 0.000 3.068 3.068 6.136
161575
401
1 2 2 1 0.032 1.976 1.944 3.888
161375
401
1 2 2 1 0.032 1.776 1.744 3.488
Stirrups 8 400 150
1 24 200 24 0.000 1.180 1.180 28.32
PREPARED BY CHECKED BY CUTTING LENGTH 79.060 - 39.570 25.704 18.320 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 31.229 - 35.138 40.612 45.232 - -
TOTAL WT. 152.211
27 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
B87 6900 200 600 Bot 20 90
7200
90 1 2 2 2 0.080 7.380 7.300 14.600
205700
1 2 2 0.000 5.700 5.700 11.400
Top 202275
545
1 2 2 1 0.040 2.820 2.780 5.560
201925
545
1 2 2 1 0.040 2.470 2.430 4.860
125659
257
1 2 2 1 0.024 5.916 5.892 11.784
121925
257
1 2 2 1 0.024 2.182 2.158 4.316
Stirrups 8 550 1501 36 200 36 0.000 1.480 1.480 53.28
PREPARED BY CHECKED BY CUTTING LENGTH 53.280 - 16.100 - 36.420 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 21.046 - 14.297 - 89.921 - -
TOTAL WT. 125.263
28 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
B92 5600 200 600 Bot 165942
42 1 2 2 1 0.032 5.984 5.952 11.904
164900
1 2 2 0.000 4.900 4.900 9.800
Top 16 401 2025
1 2 2 1 0.032 2.426 2.394 4.788
16 401 1725
1 2 2 1 0.032 2.126 2.094 4.188
123268
1 2 2 0.000 3.268 3.268 6.536
202570
1 2 2 0.000 2.570 2.570 5.140
162126
1 2 2 0.000 2.126 2.126 4.252
8 550 150
2 8 175 16 0.000 1.480 1.480 23.68
8 550 150
1 15 200 15 0.000 1.480 1.480 22.20
B93 2100 200 300 Bot 12 78
240078 1 2 2 2 0.048 2.556 2.508 5.016
Top 12 250 2450
250
1 2 2 2 0.048 2.950 2.902 5.804
8 250 150
1 12 200 12 0.000 0.880 0.880 10.56
B97 2100 200 450 Bot 122388
1 2 2 0.000 2.388 2.388 4.776
121850
1 2 2 0.000 1.850 1.850 3.700
Top 12 257 2450
257
1 2 2 2 0.048 2.964 2.916 5.832
12 257 750
1 2 2 1 0.024 1.007 0.983 1.966
8 400 150
1 15 150 15 0.000 1.180 1.180 17.70
B98 1800 150 300 Bot 122094 78 1 2 2 1 0.024 2.172 2.148 4.296
PREPARED BY CHECKED BY CUTTING LENGTH 74.140 - 37.926 34.932 5.140 - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 29.285 - 33.678 55.193 12.691 - -
TOTAL WT. 130.847
29 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
Top 12 257 2150
509
1 2 2 2 0.048 2.916 2.868 5.736
12 257 675
1 2 2 1 0.024 0.932 0.908 1.816
8 250 100
1 13 150 13 0.000 0.780 0.780 10.14
B94 1150 200 450 Bot 204780
1 2 2 0.000 4.780 4.780 9.560
B95 2950 200 450 121150
1 2 2 0.000 1.150 1.150 2.300
B96 2450 200 600 253050
1 2 2 0.000 3.050 3.050 6.100
202450
1 2 2 0.000 2.450 2.450 4.900
Top 208916
1 2 2 0.000 8.916 8.916 17.832 1.4*Ld
203020
1 2 2 0.000 3.020 3.020 6.040
205320
1 2 2 0.000 5.320 5.320 10.640
252250
1 2 2 0.000 2.250 2.250 4.500
10 400 150
1 13 100 13 0.000 1.200 1.200 15.600
10 400 150
2 5 150 10 0.000 1.200 1.200 12.000
10 400 150
1 8 200 8 0.000 1.200 1.200 9.600
10 550 150
1 21 125 21 0.000 1.500 1.500 31.500
B90 3500 200 450 Bot 20 90
5600
230
1 2 2 2 0.080 5.920 5.840 11.680
B91 600 200 450 201290
1 2 2 0.000 1.290 1.290 2.580
Top 20 545 3021
1 2 2 1 0.040 3.566 3.526 7.052
PREPARED BY CHECKED BY CUTTING LENGTH 10.140 68.700 9.852 - 70.284 10.600 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 4.005 42.388 8.749 - 173.531 40.895 -
TOTAL WT. 269.568
30 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
25 400 4225
1 2 2 1 0.050 4.625 4.575 9.150
20 400 3025
1 2 2 1 0.040 3.425 3.385 6.770
8 400 150
2 6 150 12 0.000 1.180 1.180 14.16
8 400 150
1 10 200 10 0.000 1.180 1.180 11.80
8 400 150
1 7 100 7 0.000 1.180 1.180 8.26
B88 3200 200 450 Bot 20 905600
230
1 2 2 2 0.080 5.920 5.840 11.680
B89 600 200 450 203050
1 2 2 0.000 3.050 3.050 6.100
Top 20 545 1400
1 2 2 1 0.040 1.945 1.905 3.810
12 257 1200
1 2 2 1 0.024 1.457 1.433 2.866
122118
1 2 2 0.000 2.118 2.118 4.236
16 400 3500
1 2 2 1 0.032 3.900 3.868 7.736
16 400 3300
1 2 2 1 0.032 3.700 3.668 7.336
8 400 150
2 8 150 16 0.000 1.180 1.180 18.88
8 400 150
1 12 200 12 0.000 1.180 1.180 14.16
8 400 150
1 7 100 7 0.000 1.180 1.180 8.26
PREPARED BY CHECKED BY CUTTING LENGTH 75.520 - 7.102 15.072 28.360 9.150 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 29.830 - 6.307 23.814 70.021 35.301 -
TOTAL WT. 165.272
31 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
B206 3400 200 1100 Bot 204270
230
1 2 2 1 0.040 4.500 4.460 8.920
164126
154
1 2 2 1 0.032 4.280 4.248 8.496
Top 25 1050 4475
1 2 2 1 0.050 5.525 5.475 10.950
25 1000 4475
1 2 2 1 0.050 5.475 5.425 10.850
25 950 4475
1 2 2 1 0.050 5.425 5.375 10.750
SFR 123400
2 3 6 0.000 3.400 3.400 20.400
8 1050 1501 28 125 28 0.000 2.480 2.480 69.44
B207 1550 200 1100 Bot 201940
230
1 2 2 1 0.040 2.170 2.130 4.260
161892
154
1 2 2 1 0.032 2.046 2.014 4.028
Top 25 1050 2625
1 2 2 1 0.050 3.675 3.625 7.250
25 1000 2625
1 2 2 1 0.050 3.625 3.575 7.150
25 965 2625
1 2 2 1 0.050 3.590 3.540 7.080
SFR 121550
2 3 6 0.000 1.550 1.550 9.300
8 1050 150
1 17 100 17 0.000 2.480 2.480 42.16
B200 10000 200 1100 Bot 25 325 10300
325
1 2 2 2 0.100 10.950 10.850 21.700
258200
1 2 2 0.000 8.200 8.200 16.400
208200
1 2 2 0.000 8.200 8.200 16.400
Top 20 1050 10350
1050
1 2 2 2 0.080 12.450 12.370 24.740
PREPARED BY CHECKED BY CUTTING LENGTH 111.600 - 29.700 12.524 54.320 92.130 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 44.082 - 26.374 19.788 134.116 355.438 -
TOTAL WT. 579.797
32 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
SFR 1210000
2 3 6 0.000 10.000 10.000 60.000
8 1050 150
2 17 150 34 0.000 2.480 2.480 84.32
8 1050 150
1 26 200 26 0.000 2.480 2.480 64.48
B86A 4500 200 600 Bot 204890
230
1 2 2 1 0.040 5.120 5.080 10.160
163825
1 2 2 0.000 3.825 3.825 7.650
Top 16 550 3127
1 2 2 1 0.032 3.677 3.645 7.290 1.4*Ld
253725
1 2 2 0.000 3.725 3.725 7.450
253725
1 2 2 0.000 3.725 3.725 7.450
8 550 150
2 7 175 14 0.000 1.480 1.480 20.72
8 550 150
1 11 200 11 0.000 1.480 1.480 16.28
PREPARED BY CHECKED BY CUTTING LENGTH 185.800 - 60.000 14.940 10.160 14.900 -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 73.391 - 53.280 23.605 25.085 57.484 -
TOTAL WT. 232.845
33 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
B10 1500 200 300 Bot 121788
1 2 2 0.000 1.788 1.788 3.576
Top 122364
1 2 2 0.000 2.364 2.364 4.728
8 550
1501 11 150 11 0.000 1.480 1.480 16.28
PREPARED BY CHECKED BY CUTTING LENGTH 16.280 - 8.304 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 6.431 - 7.374 - - - -
TOTAL WT. 13.805
34 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
Sheet No:
Bar ShapeTotal Length in m
RemarksB D 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
BLOCK: B & C AREA: Podium Project start Date: 10/05/2012LOCATION: Podium Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF PODIUM BEAMS BBS Date: 26-10 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
Mark
Dia of Bar
[mm]No. of
MembersNo. of bars
Spacing C/C [mm]
Total No. of bars
Cutting Length
Cutting Length
[m]
5TH FLOOR LEVEL
B10 1500 200 300 Bot 121788
1 2 2 0.000 1.788 1.788 3.576
Top 122364
1 2 2 0.000 2.364 2.364 4.728
8 550
1501 11 150 11 0.000 1.480 1.480 16.28
PREPARED BY CHECKED BY CUTTING LENGTH 16.280 - 8.304 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 6.431 - 7.374 - - - -
TOTAL WT. 13.805
35 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
B 3 8 110 1070
57501 6 150 6 6.898 41.388
B 4 83300
1 5 150 5 3.300 16.500
Dist. 3 84500
2 3 450 6 4.500 27.000
B 5 8 110 1020
57501030
110
1 11 150 11 7.956 87.516
B 6 83900
1 10 150 10 3.900 39.000
B 7A 10 110 895
4850905
110
1 15 100 15 6.790 101.850
B 8A 103250
1 14 100 14 3.250 45.500
Dist. 7A 83700
2 3 450 6 3.700 22.200
B 7 10 110 895
48501 14 100 14 5.815 81.410
B 8 102800
1 13 100 13 2.800 36.400
T 9 82750
1 11 150 11 2.750 30.250
PREPARED BY CHECKED BY CUTTING LENGTH 263.854 265.160 - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 104.222 163.604 - - - - -
TOTAL WT. 267.826
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
MASTER BEDROOM 5400 X 4500
36 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
Dist. 10 83675
1 4 450 4 3.675 14.700
T 10 102350
1 111 100 111 2.350 260.850
Dist. 10 810950
1 4 450 4 10.950 43.800
B 11 82760
1 9 200 9 2.760 24.840
B 12 82286
1 14 200 14 2.286 32.004
B 13 8 85
6362760
1 15 200 15 3.449 51.735
Dist. 13 82850
1 2 450 2 2.850 5.700
B 14 8 85
6263200
1 13 200 13 3.879 50.427
Dist. 14 81944
1 2 450 2 1.944 3.888
T 15 82200
1 12 125 12 2.200 26.400
T 16 81150
1 12 125 12 1.150 13.800
B 17 8 75
6362160
1 15 200 15 2.839 42.585
Dist. 17 82700
1 2 450 2 2.700 5.400
B 18 8 75
6263050
1 10 200 10 3.719 37.190
Dist. 18 81344
1 2 450 2 1.344 2.688
PREPARED BY CHECKED BY CUTTING LENGTH 355.157 260.850 - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 140.287 160.944 - - - - -
TOTAL WT. 301.231
37 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
B 19 82436
1 10 200 10 2.436 24.360
B 20 82160
1 9 200 9 2.160 19.440
T 21 81275
1 13 125 13 1.275 16.575
B 22 8 135 1805
113101 19 125 19 13.218 251.142
Dist. 22 81650
1 5 450 5 1.650 8.250
B 23 86825
1 18 125 18 6.825 122.850
B 24 104860
1 45 125 45 4.860 218.700
B 25 102350
1 44 125 44 2.350 103.400
T 26 102000
1 37 100 37 2.000 74.000
T 27 102350
1 36 100 36 2.350 84.600
Dist. 27 87150
1 4 450 4 7.150 28.600
Dist. 27 84375
1 4 450 4 4.375 17.500
B 29 8 85
7553960
1 7 125 7 4.768 33.376
B 28 82275
1 7 125 7 2.275 15.925
B 31 8 85
7553960
755
85 1 12 125 12 5.576 66.912
PREPARED BY CHECKED BY CUTTING LENGTH 604.930 480.700 - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 238.947 296.592 - - - - -
TOTAL WT. 535.539
38 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
B 30 82650
1 12 125 12 2.650 31.800
Dist. 31 84500
2 2 450 4 4.500 18.000
B 32 8 85
8954850
1 10 200 10 5.798 57.980
B 33 8 85
8953595
1 9 200 9 4.543 40.887
Dist. 32 82450
1 3 450 3 2.450 7.350
T 34 82300
1 7 125 7 2.300 16.100
T 35 82100
1 7 125 7 2.100 14.700
B 36 82436
1 10 200 10 2.436 24.360
B 37 82160
1 9 200 9 2.160 19.440
B 38 8 75
6263050
1 5 200 5 3.719 18.595
B 38A 8 75
6262160
62675 1 8 200 8 3.498 27.984
Dist. 38A 82700
2 2 450 4 2.700 10.800
B 39 8 75
6262620
1 5 200 5 3.289 16.445
B 39A 81380
1 7 200 7 1.380 9.660
PREPARED BY CHECKED BY CUTTING LENGTH 314.101 - - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 124.070 - - - - - -
TOTAL WT. 124.070
39 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
Dist. 38 8888
1 2 450 2 0.888 1.776
T 40 81275
1 7 200 7 1.275 8.925
T 41 81150
1 7 200 7 1.150 8.050
Dist. 43 82100
2 2 450 4 2.100 8.400
B 43 8 60
6361710
636
60 1 12 200 12 3.038 36.456
B 42 8 60
6262450
1 8 200 8 3.104 24.832
Dist. 42 8438
1 2 450 2 0.438 0.876
B 44 81910
1 9 200 9 1.910 17.190
B 45 83086
1 12 200 12 3.086 37.032
T 46 101825
1 12 100 12 1.825 21.900
T 47 101250
1 12 100 12 1.250 15.000
Dist. 47 82250
1 5 450 5 2.250 11.250
B 48 10 135 755
3960755
135
1 12 125 12 5.660 67.920
B 49 102650
1 11 125 11 2.650 29.150
Dist. 48 82900
2 3 450 6 2.900 17.400
B 52 103960
1 7 125 7 3.960 27.720
PREPARED BY CHECKED BY CUTTING LENGTH 172.187 161.690 - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 68.014 99.763 - - - - -
TOTAL WT. 167.777
40 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
B 53 101900
1 7 125 7 1.900 13.300
B 50 8 135 895
48701 15 125 15 5.868 88.020
B 51 82800
1 15 125 15 2.800 42.000
Dist. 50 82450
1 3 450 3 2.450 7.350
T 54 101925
1 17 100 17 1.925 32.725
Dist. 54 81600
1 6 450 6 1.600 9.600
T 55 101975
1 43 100 43 1.975 84.925
Dist. 55 84200
1 4 450 4 4.200 16.800
B 56 83960
1 8 125 8 3.960 31.680
B 57 82650
1 8 125 8 2.650 21.200
B 58 8 85
6553960
65585 1 12 125 12 5.376 64.512
B 59 83000
1 11 125 11 3.000 33.000
B 60 8 85
6554850
1 10 200 10 5.558 55.580
B 61 8 85
6454370
1 9 200 9 5.068 45.612
B 62 8 75
6553960
655
75 2 7 200 14 5.356 74.984
PREPARED BY CHECKED BY CUTTING LENGTH 490.338 130.950 - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 193.684 80.796 - - - - -
TOTAL WT. 274.480
41 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
B 63 83000
1 7 200 7 3.000 21.000
B 64 8 75
6452850
655
75 1 11 175 11 4.236 46.596
B 65 8 75
6452370
1 11 175 11 3.090 33.990
B 66 8 75
6362750
626
75 1 8 200 8 4.098 32.784
B 67 8 75
6362270
1 7 200 7 2.981 20.867
B 68 8 75
7704150
780
75 1 7 200 7 5.786 40.502
B 69 8 75770
34701 6 200 6 4.315 25.890
B 70 82750
626
75 1 3 200 3 3.419 10.257
B 71 82020
626
75 1 3 200 3 2.721 8.163
T 72 81815
1 3 200 3 1.815 5.445
T 73 81575
1 3 200 3 1.575 4.725
B 74 81350
626
75 1 11 100 11 2.019 22.209
B 75 81260
636
75 1 11 100 11 1.939 21.329
PREPARED BY CHECKED BY CUTTING LENGTH 293.757 - - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 116.034 - - - - - -
TOTAL WT. 116.034
42 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
Dist. 75 8950
1 2 450 2 0.950 1.900
T 76 81150
1 11 100 11 1.150 12.650
Dist. 76 8950
1 4 450 4 0.950 3.800
B 77 8 75
6362460
636
75 1 7 200 7 3.818 26.726
Dist. 77 81013
1 2 450 2 1.013 2.026
B 78 8 75
6361560
1 12 200 12 2.239 26.868
Dist. 78 82100
1 2 450 2 2.100 4.200
B 80 8 75
8554560
1 10 200 10 5.458 54.580
B 79 82625
1 9 200 9 2.625 23.625
Dist. 80 83600
1 2 450 2 3.600 7.200
T 81 81950
1 7 125 7 1.950 13.650
T 82 81250
1 6 125 6 1.250 7.500
B 83 8 75
7803960
1 11 200 11 4.783 52.613
B 84 82250
1 11 200 11 2.250 24.750
PREPARED BY CHECKED BY CUTTING LENGTH 262.088 - - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 103.525 - - - - - -
TOTAL WT. 103.525
43 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
Dist. 83 83525
1 3 450 3 3.525 10.575
B 85 82460
1 26 150 26 2.460 63.960
B 89 8 85
6363310
1 20 150 20 3.999 79.980
T 86 84450
1 15 125 15 4.450 66.750
T 87 84250
1 15 125 15 4.250 63.750
Dist. 86 83600
1 11 450 11 3.600 39.600
B 88 86580
1 12 200 12 6.580 78.960
B 111 82760
1 5 200 5 2.760 13.800
T 90 101900
1 45 125 45 1.900 85.500
Dist. 90 85450
1 5 450 5 5.450 27.250
T 91 82625
1 12 125 12 2.625 31.500
T 92 81400
1 12 125 12 1.400 16.800
Dist. 91 82850
1 7 450 7 2.850 19.950
B 93 84560
1 6 150 6 4.560 27.360
B 94 82200
1 6 150 6 2.200 13.200
PREPARED BY CHECKED BY CUTTING LENGTH 553.435 85.500 - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 218.607 52.754 - - - - -
TOTAL WT. 271.360
44 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
B 100 8 75
7304550
1 10 150 10 5.323 53.230
B 101 82650
1 10 150 10 2.650 26.500
Dist. 100 84500
1 3 450 3 4.500 13.500
B 102 8 75
8954850
1 11 200 11 5.788 63.668
B 103 8 75
8953595
1 11 200 11 4.565 50.215
Dist. 102 83550
1 3 450 3 3.550 10.650
T 95 81150
1 12 150 12 1.150 13.800
B 96 82436
1 10 200 10 2.436 24.360
B 97 82160
1 10 175 10 2.160 21.600
B 98 8 75
6263050
1 5 200 5 3.719 18.595
Dist. 98 8888
1 2 450 2 0.888 1.776
B 99 8 75
6362160
636
75 1 16 175 16 3.518 56.288
Dist. 99 82700
2 2 450 4 2.700 10.800
B 104 8 110 1020
57901020
110
1 13 175 13 7.986 103.818
PREPARED BY CHECKED BY CUTTING LENGTH 468.800 - - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 185.176 - - - - - -
TOTAL WT. 185.176
45 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
Dist. 104 8975
2 3 450 6 0.975 5.850
B 104A 8 110 1020
44401020
110
1 9 175 9 6.636 59.724
Dist. 104A 81460
2 3 450 6 1.460 8.760
B 106 83900
745
110
1 12 100 12 4.723 56.676
B 107 82260
1 12 100 12 2.260 27.120
Dist. 106 81350
2 3 450 6 1.350 8.100
B 106 82440
745
110
1 8 100 8 3.263 26.104
B 107 81600
1 7 100 7 1.600 11.200
Dist. 107 81300
1 2 450 2 1.300 2.600
B 108 88560
1420
110
1 10 100 10 10.058 100.580
B 109 85085
1 9 100 9 5.085 45.765
Dist. 109 8888
1 4 450 4 0.888 3.552
B 110 8 110 626
2140626
110
1 28 175 28 3.548 99.344
Dist. 110 84700
2 2 450 4 4.700 18.800
PREPARED BY CHECKED BY CUTTING LENGTH 474.175 - - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 187.299 - - - - - -
TOTAL WT. 187.299
46 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK LOCATION: A - TOWERACTIVITY: RC DETAIL OF 9TH FLOOR SLAB BOTTOM & TOP BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural
MembersBar
MarkDia of
BarNo. of Memb
ersNo. of bars
Spacing
C/C
Total No. of bars
Cutting Length
P.T GARDEN B 8 160 895
9940895
160
1 20 175 20 12.050 241.000 Horizontal
(9600 * 3900 ) Dist. 83900
2 3 450 6 3.900 23.400
B 12 160 770
4240770
160
1 51 100 51 6.100 311.100
Dist. 89940
2 3 450 6 9.940 59.640
PREPARED BY CHECKED BY CUTTING LENGTH 324.040 - 311.100 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 127.996 - 276.257 - - - -
TOTAL WT. 404.253
47 .
BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A - TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH-SERVECE SLABS, CUTOUTS BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Serv. Slab 8 260 2740 260
1 4 200 4 3.228 12.912 Horizontal
8 260 900 260
1 13 200 13 1.388 18.044 Vertical
122204
2 2 200 4 2.204 8.816
121204
2 2 200 4 1.204 4.816
Serv. Slab 8 260 2140 260
1 4 200 4 2.628 10.512 Horizontal
8 260 900 260
1 10 200 10 1.388 13.880 Vertical
12940
2 2 200 4 0.940 3.760
121204
2 2 200 4 1.204 4.816
121154
2 2 200 4 1.154 4.616
Serv. Slab 8 260 2840 260
1 4 200 4 3.328 13.312 Horizontal
8 260 900 260
1 14 200 14 1.388 19.432 Vertical
122054
2 2 200 4 2.054 8.216
121104
2 2 200 4 1.104 4.416
PREPARED BY CHECKED BY CUTTING LENGTH 88.092 - 39.456 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 34.796 - 35.037 - - - -
TOTAL WT. 69.833
Ref.Drg. Nos:
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
52-54 / Q1-P1
Top & Bottom
Cutout Bars
Top & Bottom
Cutout Bars
55-56 / Q1-P1
Top & Bottom
Cutout Bars
Top & Bottom
Cutout Bars
Top & Bottom
Cutout Bars
52-54 / H1
Top & Bottom
Cutout Bars
Top & Bottom
Cutout Bars
48 .
BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A - TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH-SERVECE SLABS, CUTOUTS BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Ref.Drg. Nos:
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
Serv. Slab 8 260 1340 260
1 7 200 7 1.828 12.796 Horizontal
8 260 1450 260
1 6 200 6 1.938 11.628 Vertical
121054
2 2 200 4 1.054 4.216
121490
2 2 200 4 1.490 5.960
Duct Beam Ties 850
80250
80
50
2 4 150 8 0.446 3.568
Main Bars 10350
550 550
350
1 3 3 1.740 5.220
2W134/140 B&T 101500
2 6 12 1.500 18.000
Cutout Bars B&T 12 1968 4 8 32 1.968 62.976 Horizontal
12 1568 4 8 32 1.568 50.176 Vertical
B206 RC Upstand Main bars 8 60 12061 20 200 20 1.250 25.000
Dist. 84186
1 5 200 5 4.186 20.930
B200 RC Upstand Main bars 8 60 12061 38 200 38 1.250 47.500
Dist. 87360
1 5 200 5 7.360 36.800
B207 RC Upstand Main bars 8 60 12061 2 200 2 1.250 2.500
Dist. 8686
1 5 200 5 0.686 3.430
PREPARED BY CHECKED BY CUTTING LENGTH 164.152 23.220 123.328 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 64.840 14.327 109.515 - - - -
TOTAL WT. 188.682
57-58 / L1-K1
Top & Bottom
Cutout Bars
Top & Bottom
Cutout Bars
2W100/2W101
Re-Entrance Corner Bars
49 .
BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A4 - BLOCK Project start Date: 10/05/2012LOCATION: A - TOWER Project end Date: 10 / 10 / 2014ACTIVITY: RC DETAIL OF 9TH-SERVECE SLABS, CUTOUTS BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Ref.Drg. Nos:
Grid / Column
Reference/ Location
Beam No./ Shear wall No. & Size
Structural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
B10 Section-G Main Bars IN 8100
600 581
1 9 200 9 1.281 11.529
Main Bars Out 8100
600 456
1 9 200 9 1.156 10.404
Dist. 81500
2 3 200 6 1.500 9.000
B89,B91 Section-H Main Bars IN 8100
600 581
2 4 200 8 1.281 10.248
Main Bars Out 8100
600 4562 4 200 8 1.156 9.248
Dist. 8750
4 3 200 12 0.750 9.000
PREPARED BY CHECKED BY CUTTING LENGTH 59.429 - - - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 23.474 - - - - - -
TOTAL WT. 23.474
Members-2*2=4
50 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012
LOCATION: A-TOWER Project end Date: 10 / 10 / 2014
CONTRACT NO: ACTIVITY: RC DETAIL OF LINTELS BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
L B D Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
D2 900 200 200 Bott. 12
100 1260 100
4 2 8 1.412 11.296
Top 101260
4 2 8 1.260 10.080
8 150 150 80
4 8 125 32 0.680 21.760
D3 750 200 200 Bott. 12
100 1110 100
7 2 14 1.262 17.668
Top 101110
7 2 14 1.110 15.540
8 150 150 80
7 7 125 49 0.680 33.320
D1 1100 200 200 Bott. 12
100 1460 100
3 2 6 1.612 9.672
Top 101460
3 2 6 1.460 8.760
8 150 150 80
3 10 125 30 0.680 20.400
SD6 450 200 200 Bott. 12
100 810 100
1 2 2 0.962 1.924
Top 10810
1 2 2 0.810 1.620
8 150 150 80
1 5 125 5 0.680 3.400
PREPARED BY CHECKED BY CUTTING LENGTH 78.880 36.000 40.560 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 31.158 22.212 36.017 - - - -
TOTAL WT. 89.387
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
MarkDia of
Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
51 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012
LOCATION: A-TOWER Project end Date: 10 / 10 / 2014
CONTRACT NO: ACTIVITY: RC DETAIL OF LINTELS BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
L B D Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
MarkDia of
Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
V2 750 200 200 Bott. 12
100 1110 100
4 2 8 1.262 10.096
Top 101110
4 2 8 1.110 8.880
8 150 150 80
4 8 125 32 0.680 21.760
SD1 900 200 200 Bott. 12
100 1260 100
1 2 2 1.412 2.824
Top 101260
1 2 2 1.260 2.520
8 150 150 80
1 7 125 7 0.680 4.760
SD2 900 200 200 Bott. 12
100 1260 100
1 2 2 1.412 2.824
Top 101260
1 2 2 1.260 2.520
8 150 150 80
1 7 125 7 0.680 4.760
W6 1000 200 200 Bott. 12
100 1360 100
3 2 6 1.512 9.072
Top 101360
3 2 6 1.360 8.160
8 150 150 80
3 10 125 30 0.680 20.400
PREPARED BY CHECKED BY CUTTING LENGTH 51.680 22.080 24.816 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 20.414 13.623 22.037 - - - -
TOTAL WT. 56.074
52 .
Ref.Drg. Nos:BAR BENDING SCHEDULE
Ref:
BLOCK: A&B AREA: A5 - BLOCK Project start Date: 10/05/2012
LOCATION: A-TOWER Project end Date: 10 / 10 / 2014
CONTRACT NO: ACTIVITY: RC DETAIL OF LINTELS BBS Date: 02-09-2013
Sheet No:
Bar Shape Total Length in mRemarks
L B D Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Grid / Column Reference/ Location
Beam No./ Shear wall No. & Size Structural
MembersBar
MarkDia of
Bar
No. of Membe
rsNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
OP1 2100 200 200 Bott. 12
100 2460 100
1 2 2 2.612 5.224
Top 102460
1 2 2 2.460 4.920
8 150 150 80
1 18 125 18 0.680 12.240
OP3 1200 200 200 Bott. 12
100 1560 100
1 2 2 1.712 3.424
Top 101560
1 2 2 1.560 3.120
8 150 150 80
1 11 125 11 0.680 7.480
OP4 1000 200 200 Bott. 12
100 1360 100
1 2 2 1.512 3.024
Top 101360
1 2 2 1.360 2.720
8 150 150 80
1 9 125 9 0.680 6.120
OP5 2250 200 200 Bott. 12
100 2610 100
1 2 2 2.762 5.524
Top 102610
1 2 2 2.610 5.220
8 150 150 80
1 19 125 19 0.680 12.920
PREPARED BY CHECKED BY CUTTING LENGTH 38.760 15.980 17.196 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.58 2.469 3.858 6.32
WEIGHT DIA WISE 15.310 9.860 15.270 - - - -
TOTAL WT. 40.440
Ref.Drg. Nos: BAR BENDING SCHEDULERef:
BLOCK: A&B
LOCATION: A - TOWERACTIVITY: RC DETAIL OF 8TH-9TH STAIRCASE - 01
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
FLIGHT K Bottom 10
4001380 40
1 8 175 8 4.038 32.304
W.Slab Dist. 81160
1 11 200 11 1.160 12.760
Top 81707
306
1 8 175 8 2.389 19.112
8400
1 8 175 8 0.917 7.336
Bottom 1020
1322 1 8 175 8 1.712 13.696
Top 8 138
1105
1 8 175 8 1.819 14.552
Dist. 81160
1 6 200 6 1.160 6.960
FLIGHT L Bottom 12
5501315 44
1 13 100 13 3.819 49.647
Dist. 81160
1 10 200 10 1.160 11.600
Top 101730
210
1 13 100 13 2.310 30.030
10300
1 13 100 13 1.040 13.520
Bottom 12
44
1305 1 13 100 13 1.913 24.869
Top 10 210
1150
1 13 100 13 2.080 27.040
Dist. 81160
1 6 200 6 1.160 6.960
PREPARED BY CHECKED BY CUTTING LENGTH 79.280 143.630 99.385 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.580 2.469 3.858 6.320
WEIGHT DIA WISE 31.316 88.620 88.254 - - - -
TOTAL WT. 208.189
Project start Date: 10/05/2012
Project end Date: 10 / 10 / 2014BBS Date: 02 - 09 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No.
& SizeStructural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
2258
400
525
400
600
1958
400
750
600
750
Ref.Drg. Nos: BAR BENDING SCHEDULERef:
BLOCK: A&B
LOCATION: A - TOWERACTIVITY: RC DETAIL OF 8TH-9TH STAIRCASE - 01
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012
Project end Date: 10 / 10 / 2014BBS Date: 02 - 09 - 2013
Grid / Column
Reference/ Location
Beam No./ Shear wall No.
& SizeStructural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
FLIGHT M Bottom 10
4001380 20
1 8 175 8 4.018 32.144
Dist. 81160
1 11 200 11 1.160 12.760
Top 81707
138
1 8 175 8 2.121 16.968
8400
1 8 175 8 0.942 7.536
Bottom 1020
1322 1 8 175 8 1.712 13.696
Top 8 138
1105
1 8 175 8 1.819 14.552
Dist. 81160
1 6 200 6 1.160 6.960
FLIGHT N Bottom 12
5501380 44
1 13 100 13 4.184 54.392
Dist. 81160
1 11 200 11 1.160 12.760
Top 101707
210
1 13 100 13 2.187 28.431
Bottom 12
44
1322 1 13 100 13 1.630 21.190
Top 10 210
1405
300 1 13 100 13 4.143 53.859
Dist. 81160
1 11 200 11 1.160 12.760
Steps 8
200 500
336 200
21 7 200 147 1.204 176.988
Steps Dist. 81160
21 1 Nos 21 1.160 24.360
PREPARED BY CHECKED BY CUTTING LENGTH 285.644 181.989 84.786 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.580 2.469 3.858 6.320
WEIGHT DIA WISE 112.829 112.287 75.290 - - - -
TOTAL WT. 300.407
2258
300
550
400
600
2258
300
300
2268
55 .
Ref.Drg. Nos: BAR BENDING SCHEDULERef:
BLOCK: A&B
LOCATION: A - TOWERACTIVITY: RC DETAIL OF 8TH to 9TH STAIRCASE - 02 BBS Date: 02 - 09 - 2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
FLIGHT J Bottom 12550 2114
1 13 100 13 6.315 82.095
Landing Dist. 10 135 1460
135
1 13 100 13 1.690 21.970
Waist Slab Dist. 8 1160 1 18 200 18 1.160 20.880
Top 102270
1 13 100 13 2.660 34.580
Landing Dist. 8 135 1460
135
1 13 100 13 1.698 22.074
Extra 10400
1 13 100 13 2.190 28.470
Waist Slab Dist. 8 1160 1 10 200 10 1.160 11.600
Bottom 12
44
1300 1 13 100 13 1.908 24.804
Landing Dist. 8 135 1460
135
1 6 200 6 1.698 10.188
Top 8 185 1003
1 8 175 8 1.714 13.712
M.Beam 8 1460 1 6 Nos 6 1.460 8.760
Stirrups 8 150 450
1 7 200 7 1.280 8.960
Steps 8
200 500
336 200
10 7 200 70 1.204 84.280
Steps Dist. 81160
10 1 Nos 10 1.160 11.600
PREPARED BY CHECKED BY CUTTING LENGTH 192.054 85.020 106.899 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.580 2.469 3.858 6.320
WEIGHT DIA WISE 75.861 52.457 94.926 - - - -
TOTAL WT. 223.245
Project start Date: 10/05/2012
Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No.
& SizeStructural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
3675
400
1800
600
550
56 .
Ref.Drg. Nos: BAR BENDING SCHEDULERef:
BLOCK: A&B
LOCATION: A - TOWERACTIVITY: RC DETAIL OF 8TH to 9TH STAIRCASE - 02 BBS Date: 02 - 09 - 2013
Sheet No:
Bar Shape Total Length in mRemarks
Cutting Length 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm
Project start Date: 10/05/2012
Project end Date: 10 / 10 / 2014
Grid / Column
Reference/ Location
Beam No./ Shear wall No.
& SizeStructural Members
Bar Mark
Dia of
Bar
No. of Memb
ersNo. of bars
Spacing C/C
Total No. of bars
Cutting Length
Landing Dist. 8 135 1460
135
1 6 200 6 1.698 10.188
Waist Slab Dist. 8 1160 1 4 200 4 1.160 4.640
FLIGHT K Bottom 12550 1374
1 13 100 13 5.575 72.475
Landing Dist. 8 135 1460
135
1 6 200 6 1.698 10.188
Waist Slab Dist. 8 1160 1 20 200 20 1.160 23.200
Top 101700
210
1 8 100 8 2.280 18.240
Landing Dist. 8 135 1460
135
1 6 200 6 1.698 10.188
Waist Slab Dist. 8 1160 1 4 200 4 1.160 4.640
Extra 10400
1 13 100 13 0.990 12.870
Bottom 8 1876 1 13 100 13 2.268 29.484
Landing Dist. 10 2660 1 10 100 10 2.660 26.600
Top 10
1670
1 13 100 13 3.260 42.380
Landing Dist. 8 2660 1 13 100 13 2.660 34.580
Waist Slab Dist. 8 1160 1 9 200 9 1.160 10.440
Steps 8
200 500
336 200
10 7 200 70 1.204 84.280
Steps Dist. 81160
10 1 Nos 10 1.160 11.600
PREPARED BY CHECKED BY CUTTING LENGTH 243.868 100.090 72.475 - - - -
For
UNIT WT. 0.395 0.617 0.888 1.580 2.469 3.858 6.320
WEIGHT DIA WISE 96.328 61.756 64.358 - - - -
TOTAL WT. 222.441
3675
400
600
400
1600
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