Form No.

: CAS-CL-2020-001

CUTTING LIST / BAR BENDING SCHEDULE

Slab Reinforcement
Reinforcement Length
Mark Dia. Type Total L Nos. unit wt Weight
a b c d e f
Ground Floor
x1 10 C 3.05 0.08 0.08 3.2 2 0.616 3.94
x2a 10 B 5.93 0.08 6 19 0.616 70.22
x2b 10 B 2.33 0.08 2.4 19 0.616 28.09
y1a 10 B 5.93 0.08 6 9 0.616 33.26
y1b 10 B 1.62 0.08 1.695 9 0.616 9.40
y2a 10 B 5.93 0.08 6 38 0.616 140.45
y2b 10 B 1.75 0.08 1.825 38 0.616 42.72
y3 10 B 5.79 0.08 0.08 5.94 4 0.616 14.64
2nd Floor
` Tx1 12 C 4.38 0.08 0.08 4.525 16 0.888 64.29
Tx2 12 C 3.60 0.08 0.08 3.75 16 0.888 53.28
Ty1 12 C 3.80 0.08 0.08 3.95 8 0.888 28.06
Ty2 12 B 3.18 0.08 0.08 3.325 12 0.888 35.43
` Tzz1 10 C 1.00 0.08 0.08 1.15 392 0.616 277.69
` Bx1 10 C 4.38 0.08 0.08 4.525 13 0.616 36.24
Bx2 10 C 3.60 0.08 0.08 3.75 16 0.616 36.96
By1 10 C 3.80 0.08 0.08 3.95 11 0.616 26.77
By2 10 B 3.18 0.08 0.08 3.325 14 0.616 28.67
Sub-Total 523.78 kgs

Type:
a
A a e
D c e d

b b
B a
c
d

e
e
E
b c
a

C a
 CUTTING LIST / BAR BENDING SCHEDULE

Columns
Mark Cuts / pc Pcs. Dia Length Weight diff

x1 1 2 10 6.00 7.39 3.45

x2a 1 19 10 6.00 70.22 -
x2b 2 10 10 6.00 36.96 8.87
y1a 1 9 10 6.00 33.26 -
y1b 3 3 10 6.00 11.09 1.69
y2a 1 38 10 6.00 140.45 -
y2b 3 13 10 6.00 48.05 5.33
y3 1 4 10 6.00 14.78 0.15
6.00
Tx1 1 16 12 6.00 85.25 20.96
Tx2 1 16 12 6.00 85.25 31.97
Ty1 1 8 12 6.00 42.62 14.56
Ty2 1 12 12 6.00 63.94 28.50
Tzz1 5 79 10 6.00 291.98 14.29
Bx1 1 13 10 6.00 48.05 11.81
Bx2 1 16 10 6.00 59.14 22.18
By1 1 11 10 6.00 40.66 13.89
By2 1 14 10 6.00 51.74 23.07
Waste = 115.48 (18.06%) Total Weight = 639.26 kgs

AUTO-SUMMARY
BAR COMMERCIAL
PIECES
DIAMETER LENGTH
6 98
7.5
10 9
10.5
12
6 52
7.5
12 9
10.5
12
6
7.5
14 9
10.5
12
6
7.5
16 9
10.5
12
6
7.5
18 9
10.5
12
6
7.5
20 9
10.5
12
6
7.5
25 9
10.5
12
6
7.5
28 9
10.5
12