Bar Size Bend D/D Bend D/D

(mm) Unit Weight 45 deg 90 deg

10 0.616 5 25
12 0.888 5 30
16 1.576 10 40
18 1.998 10 50
20 2.467 15 55
22 2.980 20 60
25 3.849 20 65
28 4.828 20 80
32 6.306 25 100
 KS REAL ESTATE & BUILDERS 2 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
(m)
Each Total (m) (m) Kg/m (kg)

Beam Reinforcement (+3.725) level

● CB-1 A
L=4590

1 Bottom Bars-1 25 N-A 01 02 02 4.510 9.020 3.849 34.718

4.510

L=4590

2 Bottom Bars-2 20 N-A 01 02 02 4.510 9.020 2.467 22.252

4.510

L=4590

3 Top Bars 20 N-A 01 03 03 4.510 13.530 2.467 33.379

4.510

0.220 0.12

4 Rings Ø10 @ 150 c/c 10 N-A 01 28 28 0.860 24.080 0.616 14.833 0.150 0.150
60+60

0.220

● CB-1 B
L=3760

1 Bottom Bars-1 25 N-A 01 02 02 3.680 7.360 3.849 28.329

3.680

L=3760

2 Bottom Bars-1 20 N-A 01 02 02 3.680 7.360 2.467 18.157

3.680

L=3760

3 Top Bars 20 N-A 01 03 03 3.680 11.040 2.467 27.236

3.680

0.220 0.12

4 Rings Ø10 @ 150 c/c 10 N-A 01 26 26 0.860 22.360 0.616 13.774 0.150 0.150
60+60

0.220

● CB-2
L=3060

1 Bottom Bars 20 N-A 01 03 03 2.980 8.940 2.467 22.055

2.980

L=3060

2 Top Bars 12 N-A 01 02 02 2.980 5.960 0.888 5.292

2.980

0.220 0.12

3 Rings Ø10 @ 150 c/c 10 N-A 01 21 21 0.860 18.060 0.616 11.125 0.150 0.150
60+60

0.220

● CB-3 A
L=2260

1 Bottom Bars 20 N-A 01 03 03 2.180 6.540 2.467 16.134

2.180

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND

CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)
 KS REAL ESTATE & BUILDERS 3 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
1 Bottom Bars 20 N-A 01 03 03 2.180 6.540 2.467 16.134 (m)
Each Total (m) (m) Kg/m (kg)

L=2260

2 Top Bars 20 N-A 01 02 02 2.180 4.360 2.467 10.756

2.180

0.150 0.12

3 Rings Ø10 @ 150 c/c 10 N-A 01 16 16 0.720 11.520 0.616 7.096 0.150 0.150
60+60

0.150

● CB-3 B
L=2125

1 Bottom Bars 20 N-A 01 03 03 2.045 6.135 2.467 15.135

2.045

L=2125

2 Top Bars 20 N-A 01 02 02 2.045 4.090 2.467 10.090

2.045

0.150 0.12

3 Rings Ø10 @ 150 c/c 10 N-A 01 15 15 0.720 10.800 0.616 6.653 0.150 0.150
60+60

0.150

● B-1
L=4180

1 Bottom Bars 20 N-A 01 04 04 4.100 16.400 2.467 40.459

4.100

L=4180

2 Top Bars-1 20 N-A 01 02 02 4.100 8.200 2.467 20.229

4.100

L=4180

3 Top Bars-2 12 N-A 01 01 01 4.100 4.100 0.888 3.641

4.100

0.150 0.12

4 Rings Ø10 @ 150 c/c 10 N-A 01 23 23 0.720 16.560 0.616 10.201 0.150 0.150
60+60

0.150

● B-2
L=3495

1 Bottom Bars 20 N-A 01 04 04 3.415 13.660 2.467 33.699

3.415

L=3495

2 Top Bars-1 20 N-A 01 02 02 3.415 6.830 2.467 16.850

3.415

L=3495

3 Top Bars-2 12 N-A 01 01 01 3.415 3.415 0.888 3.033

3.415

0.150 0.12

4 Rings Ø10 @ 150 c/c 10 N-A 01 21 21 0.720 15.120 0.616 9.314

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND
CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)
 KS REAL ESTATE & BUILDERS 4 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
(m)
Each Total (m) (m) Kg/m (kg)

4 Rings Ø10 @ 150 c/c 10 N-A 01 21 21 0.720 15.120 0.616 9.314 0.150 0.150
60+60

0.150

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND

CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)
 KS REAL ESTATE & BUILDERS 5 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
(m)
Each Total (m) (m) Kg/m (kg)

Total Qty (Kg) 434.440

10 12 16 18 20 22 25 28
Total Weight (Kgs)

0.616 0.888 1.576 1.998 2.467 2.980 3.849 4.828

72.996 11.966 0.000 0.000 286.431 0.000 63.0 0.0 434.440

Total Weight (Ton) 0.434

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND

CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)
 KS REAL ESTATE & BUILDERS 6 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
(m)
Each Total (m) (m) Kg/m (kg)

Beam Reinforcement (+3.725) level

● BATH-1 (G-11) S8
span=3300

1 Main Bars 10 175 01 20 20 2.420 48.400 0.616 29.814

2.420

span=1980

2 Distribution Bars 10 200 01 11 11 3.740 41.140 0.616 25.342

3.740

span=3300

3 Extra bars-1 10 250 01 14 14 0.805 11.270 0.616 6.942 0.075

0.730

span=1980

4 Extra bars-2 10 250 01 09 09 0.805 7.245 0.616 4.463 0.075

0.730

span=3300

5 Extra bars-3 10 250 01 14 14 0.730 10.220 0.616 6.296

0.730

span=1980

6 Extra bars-4 10 250 01 09 09 0.730 6.570 0.616 4.047

0.730

● LIVING (G-08) S7
span=3780

1 Main Bars 10 175 01 23 23 3.740 86.020 0.616 52.988

3.740

span=3300

2 Distribution Bars 10 175 01 20 20 4.240 84.800 0.616 52.237

4.240

span=3300

3 Extra bars-1 10 250 01 14 14 0.960 13.440 0.616 8.279

0.960

span=3780

4 Extra bars-2 10 250 01 16 16 1.035 16.560 0.616 10.201 0.075

0.960

span=1700

5 Extra bars-3 10 150 01 12 12 2.530 30.360 0.616 18.702

2.530

● POWDER (G-04) S4
span=2260

1 Main Bars 10 200 01 12 12 1.960 23.520 0.616 14.488

1.960

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND

CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)
 KS REAL ESTATE & BUILDERS 7 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
(m)
Each Total (m) (m) Kg/m (kg)

span=1500

2 Distribution Bars 10 250 01 07 07 2.700 18.900 0.616 11.642

2.700

span=3300

3 Extra bars-1 10 250 01 16 16 3.775 60.400 0.616 37.206 0.075

3.700

span=2260

4 Extra bars-2 10 150 01 16 16 4.590 73.440 0.616 45.239

4.590

● PORCH (G-01) S1
span=4065
0.115
1 Main Bars along B-1 10 175 01 24 24 4.620 110.880 0.616 68.302 1.030
3.475

span=3150
0.115
2 Distribution Bars 10 200 01 17 17 6.050 102.850 0.616 63.356 1.030
4.905

Anchor Bars Parapet wall

3 12 N-A 01 05 05 4.100 20.500 0.888 18.204
(B-1)
4.100

Anchor Bars Parapet wall

4 12 N-A 01 05 05 4.100 20.500 0.888 18.204
(B-2)
4.100

span=3490

5 Extra Bars-1 10 250 01 15 15 0.960 14.400 0.616 8.870 0.075

0.885

span=3150

6 Extra Bars-2 10 150 01 22 22 2.145 47.190 0.616 29.069 2.070 0.075

span=1860

7 Extra bars-3 10 250 01 08 08 0.905 7.240 0.616 4.460

0.905

span=1400

8 Extra bars-4 10 150 01 09 09 2.230 20.070 0.616 12.363

2.230

● STAIR HALL (G-03) S2

span=2600

1 Main Bars 10 175 01 16 16 2.090 33.440 0.616 20.599

2.090

span=1400

2 Distribution Bars 10 200 01 08 08 3.060 24.480 0.616 15.080

3.060

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND

CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)
 KS REAL ESTATE & BUILDERS 8 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
(m)
Each Total (m) (m) Kg/m (kg)
2 Distribution Bars 10 200 01 08 08 3.060 24.480 0.616 15.080

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND

CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)
 KS REAL ESTATE & BUILDERS 9 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
(m)
Each Total (m) (m) Kg/m (kg)

span=1400

3 Extra Bars-1 10 150 01 10 10 2.430 24.300 0.616 14.969

2.430

● DRAWING (G-06) S3
span=4500

1 Main Bars 10 150 01 31 31 4.060 125.860 0.616 77.530

4.060

span=3600

2 Distribution Bars 10 175 01 22 22 4.960 109.120 0.616 67.218

4.960

span=4500

3 Extra Bars-1 10 125 01 37 37 2.430 89.910 0.616 55.385

2.430

span=3600

4 Extra Bars-2 10 125 01 30 30 2.430 72.900 0.616 44.906

2.430

span=4500

5 Extra Bars-3 10 250 01 19 19 1.035 19.665 0.616 12.114 0.075

0.960

span=1510

6 Extra Bars-4 10 250 01 07 07 1.035 7.245 0.616 4.463 0.075

0.960

● ENT. LOBBY (G-03) S5

span=2975

1 Main Bars 10 200 01 16 16 3.330 53.280 0.616 32.820

3.330

span=2870

2 Distribution Bars 10 200 01 22 22 3.435 75.570 0.616 46.551

3.435

span=2975

3 Extra Bars-1 10 175 01 18 18 2.430 43.740 0.616 26.944

2.430

span=2870

4 Extra Bars-2 10 175 01 17 17 2.915 49.555 0.616 30.526 0.075

2.840

● DINNING (G07) S6
span=3850

1 Main Bars 10 200 01 20 20 3.985 79.700 0.616 49.095

3.985

span=3525

2 Distribution Bars 10 200 01 23 23 4.310 99.130 0.616 61.064

4.310

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND

CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)
 KS REAL ESTATE & BUILDERS 10 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
(m)
2 Distribution Bars 10 200 01 23
Each 23
Total (m)
4.310 (m)
99.130 Kg/m
0.616 (kg)
61.064

● BED (G10) S9
span=3850

1 Main Bars 10 150 01 27 27 3.790 102.330 0.616 63.035

3.790

span=3330

2 Distribution Bars 10 175 01 20 20 4.310 86.200 0.616 53.099

4.310

span=3330

3 Extra Bars-1 10 250 01 14 14 0.960 13.440 0.616 8.279 0.075

0.885

span=3850

4 Extra Bars-2 10 125 01 32 32 2.230 71.360 0.616 43.958

2.230

span=1430

5 Extra Bars-3 10 125 01 12 12 0.905 10.860 0.616 6.690

0.905

span=2305

6 Extra Bars-4 10 125 01 17 17 2.530 43.010 0.616 26.494

2.530

span=3330

7 Extra Bars-5 10 150 01 23 23 2.230 51.290 0.616 31.595

2.230

● KITCHEN (G09) S10

span=3300

1 Main Bars 10 175 01 20 20 2.790 55.800 0.616 34.373

2.790

span=2350

2 Distribution Bars 10 200 01 13 13 3.740 48.620 0.616 29.950

3.740

span=2350

3 Extra Bars-1 10 250 01 10 10 0.960 9.600 0.616 5.914 0.075

0.885

span=3850

4 Extra Bars-2 10 175 01 23 23 1.630 37.490 0.616 23.094

1.630

span=2350

5 Extra Bars-3 10 175 01 14 14 2.230 31.220 0.616 19.232

2.230

Total Qty (Kg) 1455.691

10 12 16 18 20 22 25 28
Total Weight (Kgs)

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND

CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)
 KS REAL ESTATE & BUILDERS 11 of 11
PROJECT: Nestlé Pakistan Limited
BAR BENDING SCHEDUAL OF Columns FOR DUPLEX Houses Ref: DWG # 304-NHD-S-03 Rev-01

Bar (mm)
Bar Mark
No. of Bars

Membrs
Spacing
Cut Total Unit Total

No. of
(mm)
Bar Parts & Shape
Description Length Length Weight Weight
(m)
Each Total (m) (m) Kg/m (kg)

0.616 0.888 1.576 1.998 2.467 2.980 3.849 4.828

1419.283 36.408 0.000 0.000 0.000 0.000 0.0 0.0 1455.691

Total Weight (Ton) 1.456

Submitted By ____________ Checked By________________ ARE/RE _____________ CPG-ARCOP AND

CPG-ARCOP AND
ZKB-RES (JV) ASSOCIATES (JV) ASSOCIATES (JV)