Page 1
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 1
Drawing No: 12/134/R3/C1 Prepared By: Viraj GunessLocation: Base Lift Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
B1 17 Y 16 1 35 35 5.610 21 200 5210 200 196
B2 15 Y 16 1 31 31 6.250 21 200 5850 200 194
T2 12 Y 16 1 3 3 2.855 21 200 2030 625 9
T2 16 Y 16 1 3 3 3.825 21 200 3000 625 11
T2 16 Y 16 1 27 27 6.250 21 200 5850 200 169
T1 18 Y 16 1 31 31 5.610 21 200 5210 200 174
T1 18a Y 16 1 4 4 2.875 21 200 2050 625 12
T1 18b Y 16 1 4 4 3.385 21 200 2560 625 14
Additional bar 22 Y 16 1 4 4 2.070 00 2070 8
Additional bar 21 Y 16 1 5 5 1.850 00 1850 9
Additional bar 20 Y 16 1 10 10 3.410 46 200 920 1170 920 200 652 34
additional bar 19 Y 16 1 10 10 3.240 46 200 945 950 945 200 668 32
Chevalier xx Y 10 1 0 0 0.000 98 0 0 0 0 0 0
0
0
0
0
0
0
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85TOTAL LENGTH PER DIAMETER 0 0 0 0 862 0 0
TOTAL KG PER DIAMETER 0 0 0 0 1362 0 0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1362 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 2
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 2
Drawing No: 12/134/R3/C2 Prepared By: Viraj GunessLocation: Base Lift (revised bars) Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
B1 17a Y 16 1 0 0 2.450 21 200 2050 200 0
B2 17b Y 16 1 0 0 2.960 21 200 2560 200 0
B2 15a Y 16 1 0 0 3.400 21 200 3000 200 0
B2 15b Y 16 1 0 0 2.427 21 200 2027 200 0
T2 16 Y 16 1 0 0 3.995 21 645 3000 350 0
T2 12 Y 16 1 0 0 3.022 21 645 2027 350 0
T2 16 Y 16 1 0 0 6.550 21 350 5850 350 0
T1 18 Y 16 1 0 0 5.910 21 350 5210 350 0
T1 18a Y 16 1 0 0 3.045 21 645 2050 350 0
T1 18b Y 16 1 0 0 3.555 21 645 2560 350 0
Additional bar 20 Y 16 1 0 0 3.640 46 200 1035 1170 1035 200 652 0
additional bar 19 Y 16 1 0 0 3.454 46 200 1052 950 1052 200 668 0
Chairs yy Y 10 1 0 0 1.772 98 300 436 300 436 300 0
0
0
0
0
0
0
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85TOTAL LENGTH PER DIAMETER 0 0 0 0 0 0 0
TOTAL KG PER DIAMETER 0 0 0 0 0 0 0
BS 8666 : 2005 TOTAL BAR WEIGHT : 0 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 3
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 3
Drawing No: 12/134/L1/C3 Prepared By: Viraj GunessLocation: Base Type B Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
B1 01 Y 16 1 27 27 3.050 sup 200 2650 200 82.4
B2 02 Y 16 1 19 19 5.550 sup 200 5150 200 105.5
T1 03 Y20 1 27 27 3.350 sup 200 2950 200 90.5
T2 04 Y 16 1 14 14 6.350 sup 200 5950 200 ` 88.9
Chairs xx Y 10 1 0 0 1.760 98 300 430 300 430 300 0.0
0
0
0
0
0
0
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 276.7 90.5 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 437.2 223.4 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 661 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 4
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 4
Drawing No: 12/134/L1/C3 Prepared By: Viraj GunessLocation: Base Type B part 2 Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
T1 03 Y20 1 5 5 4.015 sup 350 3100 565 20.1
0
0
0
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 0.0 20.1 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 0.0 49.6 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 50 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 5
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 5
Drawing No: 12/134/L1/C3 Prepared By: Viraj GunessLocation: Base Type B - 2 Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
B1 01 Y 16 1 27 27 3.050 sup 200 2650 200 82.4
B2 02 Y 16 1 19 19 5.550 sup 200 5150 200 105.5
T1 03 Y20 1 27 27 3.350 sup 200 2950 200 90.5
T2 04 Y 16 1 14 14 6.350 sup 200 5950 200 ` 88.9
Chairs xx Y 10 1 0 0 1.760 98 300 430 300 430 300 0.0
0
0
0
0
0
0
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 276.7 90.5 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 437.2 223.4 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 661 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 6
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 6
Drawing No: 12/134/L1/C3 Prepared By: Viraj GunessLocation: Base Type C Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
B1 C1 Y 16 1 45 45 4.250 21 600 3050 600 191.3
B1 C1a Y 16 1 0 0 4.300 sup 600 3100 600 0.0
B2 C2 Y 20 1 19 19 8.750 sup 500 7750 500 166.3
T1 C3 Y 16 1 29 29 4.250 21 600 3050 600 123.3
T1 C3a Y 16 1 13 13 5.050 sup 600 3850 600 65.6
T2 C4 Y 16 1 19 19 9.350 sup 600 8150 600 177.7
T2 C4a Y 16 1 6 6 3.750 sup 600 2550 600 22.5
Clips A Y 10 1 248 248 0.810 41 75 30 600 30 75 200.9
0
0
0
0
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 200.9 0.0 580.3 0.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 124.5 0.0 916.9 0.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1041 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 7
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 7
Drawing No: 12/134/L1/C3 Prepared By: Viraj GunessLocation: Base Type D Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
B1 D1 Y 16 1 45 45 4.250 21 600 3050 600 191.3
B1 D1a Y 16 1 0 0 4.300 sup 600 3100 600 0.0
B2 D2 Y20 1 26 26 8.950 sup 600 7750 600 232.7
T1 D3 Y 16 1 32 32 4.250 21 600 3050 600 136.0
T1 D3a Y 16 1 18 18 5.050 sup 600 3850 600 90.9
T2 D4 Y 16 1 16 16 9.350 sup 600 8150 600 149.6
T2 D4a Y 16 1 6 6 3.400 sup 600 2200 600 20.4
Clips A Y10 1 60 60 0.910 41 75 30 700 30 75 54.6
Clips B Y10 1 168 168 0.930 41 75 30 720 30 75 156.2
0 0.000
0 0.000
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 210.8 588.2 232.7 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 187.6 929.3 574.8 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1692 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 8
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 8
Drawing No: 12/134/L1/C3 Prepared By: Viraj GunessLocation: Base Type E Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
Base E E1 Y 16 1 45 45 4.250 21 600 3050 600 191.3
Base E E1a Y 16 1 0 0 4.300 sup 600 3100 600 Angle R & T = 117 0.0
Base E E2 Y20 1 19 19 8.950 sup 600 7750 600 Angle R = 117 170.0
Base E E3 Y 16 1 33 33 4.250 21 600 3050 600 140.3
Base E E3a Y 16 1 14 14 5.050 sup 600 3850 600 Angle R & T = 60 70.7
Base E E4 Y 16 1 19 19 9.350 sup 600 8150 600 Angle R = 117 177.7
Clips A Y10 1 248 248 0.900 41 50 50 700 50 50 223.2
0 0.000
0 0.000
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 223.2 579.9 170.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 198.6 916.2 420.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1535 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 9
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 9
Drawing No: Prepared By: Viraj GunessLocation: Base Type E2 Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
Base E E1 Y 16 1 45 45 4.250 21 600 3050 600 191.3
Base E E1a Y 16 1 0 0 4.300 sup 600 3100 600 Angle R & T = 117 0.0
Base E E2 Y20 1 19 19 8.950 sup 600 7750 600 Angle R = 117 170.0
Base E E3 Y 16 1 33 33 4.250 21 600 3050 600 140.3
Base E E3a Y 16 1 14 14 5.050 sup 600 3850 600 Angle R & T = 60 70.7
Base E E4 Y 16 1 19 19 9.350 sup 600 8150 600 Angle R = 117 177.7
Clips A Y10 1 248 248 0.900 41 50 50 700 50 50 223.2
0 0.000
*Clips A Y10 1 0 0 0.910 41 75 30 700 30 75 0.0
*Clips B Y10 1 0 0 0.930 41 75 30 720 30 75 0.0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 223.2 579.9 170.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 198.6 916.2 420.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1535 KG
12/134/L1/C1 (*12/134/L1/C3 revised)
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 10
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 10
Drawing No: Prepared By: Viraj GunessLocation: Base Type F Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
B1 F1 Y 16 1 11 11 4.050 21 500 3050 500 44.6
B1 F1 Y 16 1 34 34 4.300 sup 600 3100 600 Angle R & T = 120 146.2
B2 F2 Y20 1 18 18 8.850 sup 500 7750 600 Angle R = 120 159.3
T1 F3 Y 16 1 11 11 4.050 21 500 3050 500 44.6
T1 F3a Y 16 1 34 34 5.050 sup 600 3850 600 Angle R & T = 60 171.7
T2 F4 Y 16 1 18 18 9.250 sup 500 8150 600 Angle R = 60 166.5
Clips F5 Y10 1 0 0 0.800 41 50 50 600 50 50 0.0
0 0.000
*Clips A Y10 1 248 248 0.810 41 75 30 600 30 75 200.9
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 200.9 573.5 159.3 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 178.8 906.1 393.5 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1478 KG
12/134/L1/C1 (*12/134/L1/C3)
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 11
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 11
Drawing No: 12/134/L1/C3 Prepared By: Viraj GunessLocation: Base Type G Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
B1 G1 Y 16 1 19 19 8.950 sup 600 7750 600 170.0
B2 G2 Y 16 1 45 45 4.250 sup 600 3050 600 191.3
T1 G3 Y 16 1 19 19 9.750 sup 600 8550 600 185.3
T2 G4 Y 16 1 45 45 5.050 sup 600 3850 600 227.3
Chevalier xx Y 10 1 0 0 2.170 98 300 635 300 635 300 0.0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 773.8 0.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 1222.6 0.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1223 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 12
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 12
Drawing No: 12/134/L1/C1 Prepared By: Viraj GunessLocation: Base Type H Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
H1 B1 Y 20 1 16 16 8.950 sup 600 7750 600 Angle R & T = 117 143.2
H2 B2 Y 16 1 45 45 4.250 sup 600 3050 600 Angle R & T = 117 191.3
H3 T1 Y20 1 32 32 9.750 sup 600 8550 600 Angle R & T = 117 312.0
H4 T2 Y 16 1 50 50 5.050 sup 600 3850 600 Angle R & T = 117 252.5
Chairs xx Y10 1 0 0 2.170 98 300 635 300 635 300 0.0
0 0.000
0 0.000
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 443.8 455.2 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 701.1 1124.3 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1825 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 13
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 13
Drawing No: 12/134/R3-C1 Prepared By: Viraj GunessLocation: Base Type J Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
GL 1 B1 & T1 07 Y25 1 96 96 2.950 21 650 1650 650 283.2
GL 1 B2 & T1 06 Y 25 1 24 24 9.050 11 650 8400 217.2
GL 2 B1 & T1 26 Y25 1 94 94 2.850 21 650 1550 650 267.9
GL 2 B2 & T2 25 Y25 1 23 23 9.050 11 650 8400 208.2
B2 03 Y25 1 100 100 6.560 11 650 5910 B varies from 5910 to 6750 656.0
T2 04 Y25 1 50 50 9.650 11 650 9000 482.5
T2 04a Y25 1 50 50 3.470 11 650 2820 B varies from 2820 to 4500 173.5
0.000
B1 & T1 01 Y25 1 153 153 8.400 21 650 7100 650 1285.2
B1 & T1 01a Y25 1 0 0 8.100 21 650 7100 350 0.0
0 0.000
Chairs xx Y16 1 0 0 3.100 98 500 800 500 800 500 0.0
0 0.000
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 0.0 0.0 3573.7
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 0.0 0.0 13758.6
BS 8666 : 2005 TOTAL BAR WEIGHT : 13759 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 14
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 14
Drawing No: 12/134/R3/C3 Prepared By: Viraj GunessLocation: Base Type L Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
B1 & T1 14 Y25 2 38 76 3.650 21 700 2250 700 277.4
B2 & T2 13 Y25 2 17 34 7.500 11 700 6800 255.0
B1 & T1 09 Y25 2 77 154 8.500 21 700 7100 700 1309.0
T1 08 Y25 1 0 0 8.750 21 700 7350 700 0.0
B2 10 Y25 2 50 100 6.750 11 700 6050 675.0
B varies from 6050 to 6600 0.0
T2 11 Y25 1 50 50 3.750 11 700 3050 187.5
B varies from 3800 to 4900 0.0
T2 12 Y25 1 50 50 9.700 11 700 9000 485.0
Chairs xx Y12 1 0 0 2.500 98 300 800 300 800 300 0.0
0 0.000
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 0.0 0.0 3188.9
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 0.0 0.0 12277.3
BS 8666 : 2005 TOTAL BAR WEIGHT : 12277 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 15
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 15
Drawing No: 12/134/R4/C1 & 12/134/L1/C3 Prepared By: Viraj GunessLocation: Kicker Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
Distr. 44 Y10 1 14 14 9.000 00 9000 126.0
Kicker 45 Y8 1 260 260 2.430 98 400 775 80 775 400 631.8
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 631.8 126.0 0.0 0.0 0.0 0.0
TOTAL KG PER DIAMETER 0.0 252.7 78.1 0.0 0.0 0.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 331 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 16
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 16
Drawing No: 12/134/L1/C3 Prepared By: Viraj GunessLocation: Additional to revised bases Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
Bases A Y16 1 0 0 9.000 00 9000 0.0
0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 0.0 0.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 0.0 0.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 0 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 17
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 17
Drawing No: 12/134/R4/C1 Prepared By: Viraj GunessLocation: Wall Type 1 Base Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
B1 15 Y12 1 167 167 2.370 34 600 660 710 400 500 395.8
B2 & T2 16 Y12 1 50 50 9.000 00 9000 450.0
T1 14 Y12 1 167 167 2.800 11 2400 400 467.6
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 1313.4 0.0 0.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 1168.9 0.0 0.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1169 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 18
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 18
Drawing No: 12/134/R3/C2 Prepared By: Viraj GunessLocation: Sump revised bars Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
B1 19 Y 16 1 0 0 4.060 46 200 1420 820 1420 200 0.0
B2 20 Y 16 1 0 0 4.160 46 200 1360 1040 1360 200 0.0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 0.0 0.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 0.0 0.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 0 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 19
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 19
Drawing No: Prepared By: Viraj GunessLocation: Wall Type 2 Base Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
B1 22 Y12 1 150 150 3.170 34 600 660 1510 400 475.5
B2 & T2 24 Y12 1 70 70 9.000 00 9000 630.0
T1 23 Y12 1 150 150 3.600 11 3200 400 540.0
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 1645.5 0.0 0.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 1464.5 0.0 0.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 1464 KG
12/134/L1/C1 (*12/134/L1/C3 revised)
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 20
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 20
Drawing No: 12/134/R4/C1 Prepared By: Viraj GunessLocation: RC Wall Type 3 Base Checked By: Narad BachooDate: 29.05.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
B1 15 Y12 1 38 38 2.370 34 600 660 710 400 90.1
B2 & T2 16 Y12 1 13 13 9.000 00 9000 117.0
T1 14 Y12 1 38 38 2.800 11 2400 400 106.4
Chairs xx Y10 1 0 0 1.800 98 300 450 300 450 300 0.0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 313.5 0.0 0.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 279.0 0.0 0.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 279 KG
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 21
BAR BENDING SCHEDULES
Project : AML NEW CORPORATE OFFICE SCHEDULE NO: 21
Drawing No: Prepared By: Viraj GunessLocation: Wing Wall Type 2 Modifications of Base Checked By: Narad BachooDate: 16.06.2014
MemberA * B * C * D * E F G H
mm mm mm mm mm mm mm mm R 6 Y 8 Y 10 Y 12 Y 16 Y 20 Y25
0.0 0.0 0.0 0.0 0.0 0.0 0.0
Base 01 Y 16 1 14 14 6.050 21 300 4950 800 84.7
Base 02 Y 16 1 0 0 6.450 21 300 5350 800 0.0
Base 03 Y 16 1 16 16 4.850 21 1100 2950 800 77.6
Base 04 Y 16 1 14 14 3.100 11 300 2800 43.4
Base 05 Y 16 1 0 0 2.100 11 300 1800 0.0
Base 06 Y 16 1 0 0 3.250 21 300 2650 300 0.0
Base 07 Y16 1 60 60 3.950 21 800 2350 800 237.0
Chairs xx Y 16 1 0 0 3.500 98 300 1300 300 1300 300 0.0
0 0.000
0
0
MASS in KG/M 0.22 0.40 0.62 0.89 1.58 2.47 3.85
TOTAL LENGTH PER DIAMETER 0.0 0.0 0.0 0.0 442.7 0.0 0.0
TOTAL KG PER DIAMETER 0.0 0.0 0.0 0.0 699.5 0.0 0.0
BS 8666 : 2005 TOTAL BAR WEIGHT : 699 KG
12/134/L1/C1 (*12/134/L1/C3 revised)
Bar mark
Type & size
No.of
mbrs
No. of bars ineach
Total no. of bars
Length of each bar
m
Shape code
BAR WEIGHTS (kg) Bar size (mm)
Page 22
Contract
Job No.
Part of Building
SUMMARY OF BAR BENDING SCHEDULES
BBS No. Title/Location Claimed by Contractor (kg)
1 Base Lift 14952 Base Lift (revised bars) 4023 Base Type B 8124 Base Type B part 2 505 Base Type B - 2 8686 Base Type C 10447 Base Type D 17628 Base Type E 15079 Base Type E2 1916
10 Base Type F 149111 Base Type G 126612 Base Type H 195413 Base Type J 1474014 Base Type L 1296315 Kicker 33116 Additional to revised bases 71117 Wall Type 1 Base 179418 Sump revised bars 9119 Wall Type 2 Base 154920 RC Wall Type 3 Base 53321 Wing Wall Type 2 Modifications of Base 953
TOTAL WEIGHT (kg) 48233
Page 23
SUMMARY OF BAR BENDING SCHEDULES
1362
0
661
50
661
1041
1692
1535
1535
1478
1223
1825
13759
12277
331
0
1169
0
1464
279
699
43040
Checked by SJPCE (kg)
