BBS Format-SGM.xlsx

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

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)



Sheet No:





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



Sheet No:





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



Sheet No:





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



Sheet No:





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



Sheet No:





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



Sheet No:





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



Sheet No:





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)



Sheet No:





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)



Sheet No:





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

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


Ref:


Total Length in m

Remarks8 10 12 16 20 25 32


Grid / Colum

n Reference/

Location

Beam No./


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!


Ref:


Total Length in m

Remarks8 10 12 16 20 25 32


Grid / Colum

n Reference/

Location

Beam No./


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!


Ref:


Total Length in m

Remarks8 10 12 16 20 25 32


Grid / Colum

n Reference/

Location

Beam No./


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


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!


Grid / Colum

n Reference/

Location

Beam No./


Structural Members

Bar Mark

Dia of

Bar

No. of Memb

ersNo. of bars

Spacing C/C

Total No. of bars

Cutting Length


Ref:





Total Length in m

Remarks8 10 12 16 20 25 32


Grid / Colum

n Reference/

Location

Beam No./


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!


Ref:





Total Length in m

Remarks8 10 12 16 20 25 32


Grid / Colum

n Reference/

Location

Beam No./


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


Ref:





Total Length in m

Remarks8 10 12 16 20 25 32


Grid / Colum

n Reference/

Location

Beam No./


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


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


Structural Members

Bar Mark

Dia of Bar

No. of Membe

rsNo. of bars

Spacing C/C

Total No. of bars

Cutting Length





Grid / Column

Reference/ Location


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 -


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





Grid / Column

Reference/ Location


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





Grid / Column

Reference/ Location


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


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





Grid / Column

Reference/ Location


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





Grid / Column

Reference/ Location


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





Grid / Column

Reference/ Location


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


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





Grid / Column

Reference/ Location


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:

Sheet No:




Grid / Column

Reference/ Location


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:

Sheet No:




Grid / Column

Reference/ Location


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:

Sheet No:




Grid / Column

Reference/ Location


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


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:

Sheet No:




Grid / Column

Reference/ Location


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


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:

Sheet No:




Grid / Column

Reference/ Location


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:

Sheet No:




Grid / Column

Reference/ Location


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


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:

Sheet No:




Grid / Column

Reference/ Location


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


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:

Sheet No:




Grid / Column

Reference/ Location


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:

Sheet No:




Grid / Column

Reference/ Location


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


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:

Sheet No:




Grid / Column

Reference/ Location


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:

Sheet No:




Grid / Column

Reference/ Location


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


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:

Sheet No:




Grid / Column

Reference/ Location


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


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:

Sheet No:




Grid / Column

Reference/ Location


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


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:

Sheet No:




Grid / Column

Reference/ Location


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:

Sheet No:




Grid / Column

Reference/ Location


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


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:

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


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:


Sheet No:




Grid / Column

Reference/ Location


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


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:


Sheet No:




Grid / Column

Reference/ Location


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


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:


Sheet No:




Grid / Column

Reference/ Location


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:


Sheet No:




Grid / Column

Reference/ Location


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


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:


Sheet No:




Grid / Column

Reference/ Location


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


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:


Sheet No:




Grid / Column

Reference/ Location


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


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:


Sheet No:




Grid / Column

Reference/ Location


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


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:


Sheet No:




Grid / Column

Reference/ Location


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


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:


Sheet No:




Grid / Column

Reference/ Location


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


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:


Sheet No:




Grid / Column

Reference/ Location


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


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:


Sheet No:




Grid / Column

Reference/ Location


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


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 .


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:



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


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


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 .


Ref:


Sheet No:



Ref.Drg. Nos:

Grid / Column

Reference/ Location


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


Dist. 87360

1 5 200 5 7.360 36.800


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 .


Ref:


Sheet No:



Ref.Drg. Nos:

Grid / Column

Reference/ Location


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


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:

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:


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


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



MembersBar

MarkDia of

Bar

No. of Membe

rsNo. of bars

Spacing C/C

Total No. of bars

Cutting Length

51 .


Ref:




Sheet No:





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


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:




Sheet No:





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


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:



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


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


BLOCK: A&B

LOCATION: A - TOWERACTIVITY: RC DETAIL OF 8TH-9TH STAIRCASE - 01

Sheet No:




Project end Date: 10 / 10 / 2014BBS Date: 02 - 09 - 2013

Grid / Column

Reference/ Location



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


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 .


BLOCK: A&B

LOCATION: A - TOWERACTIVITY: RC DETAIL OF 8TH to 9TH STAIRCASE - 02 BBS Date: 02 - 09 - 2013

Sheet No:



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


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


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


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 end Date: 10 / 10 / 2014

Grid / Column

Reference/ Location



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 .


BLOCK: A&B

LOCATION: A - TOWERACTIVITY: RC DETAIL OF 8TH to 9TH STAIRCASE - 02 BBS Date: 02 - 09 - 2013

Sheet No:




Project end Date: 10 / 10 / 2014

Grid / Column

Reference/ Location



Bar Mark

Dia of

Bar

No. of Memb

ersNo. of bars

Spacing C/C

Total No. of bars

Cutting Length


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


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


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


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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