cutlist beams & stirrups
TRANSCRIPT
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Project : Pueblo Verde ExpansionLocation : Basak, MEZ II, La u-La u Cit , Cebu
Subject : Cutting List ( BEAMS )
Contractor : BSP & Company, Inc.,Owner : A oitizLan , Inc.
Bar Dia. QTY. NO. OF Bending Diagram
mm pcs SETS a b c d e f
20 mm 2.00 4.00 0.32 5.02 0.32
20 mm 2.00 4.00 0.32 5.02 0.32
20 mm 1.00 4.00 0.32 3.66
20 mm 2.00 4.00 2.20
25 mm 2.00 4.00 0.40 5.02 0.40
25 mm 2.00 4.00 0.40 5.02 0.40
25 mm 1.00 4.00 0.20
B-2
LocationDimension
B-1
b
a c
a
b
c
ab
a
b
a c
a
b
c
a
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Bar Dia. QTY. NO. OF Bending Diagram Le
mm pcs SETS a b c d e fLocation
Dimension
20 mm 2.00 4.00 0.32 2.62 0.32 3
20 mm 2.00 4.00 0.32 2.62 0.32 3
25 mm 2.00 4.00 0.40 10.00 0.40 1
25 mm 3.00 4.00 0.40 10.00 0.40 1
25 mm 2.00 4.00 4.50 4
20 mm 2.00 4.00 0.32 10.02 0.32 1
20 mm 2.00 4.00 0.32 10.02 0.32 1
20 mm 1.00 4.00 3.46 3
B-8
B-4 - B-5
B-3
b
a c
a
b
c
b
a c
a
b
c
a
b
a c
a
b
c
a
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Bar Dia. QTY. NO. OF Bending Diagram Le
mm pcs SETS a b c d e fLocation
Dimension
25 mm 2.00 8.00 0.40 7.90
25 mm 6.00 8.00 5.72
25 mm 2.00 8.00 5.85 0.40
25 mm 3.00 8.00 0.40 7.90
25 mm 1.00 8.00 10.75 1
25 mm 1.00 8.00 9.28
25 mm 2.00 8.00 5.58 0.40
25 mm 2.00 4.00 0.40 10.00 0.40 1
25 mm 3.00 4.00 0.40 7.39
25 mm 4.00 4.00 7.09 0.40
B-6 - B-7
B-9
b
a
a
a
b
ab
a
a
a
b
b
a c
ab
a
b
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Bar Dia. QTY. NO. OF Bending Diagram Len
mm pcs SETS a b c d e f mLocation
Dimension
20 mm 2.00 4.00 0.32 3.02 0.32 3
20 mm 2.00 4.00 0.32 3.02 0.32 3
25mm 4.00 4.00 5.78 5
25 mm 3.00 4.00 5.68 5
25 mm 2.00 4.00 0.40 7.10 7
25 mm 2.00 4.00 12.00 12
25 mm 2.00 4.00 12.00 12
25 mm 2.00 4.00 6.14 0.40 6
B10-B11-B12
B-16
ba c
a
b
c
a
a
b
a
a
a
a
b
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Bar Dia. QTY. NO. OF Bending Diagram L
mm pcs SETS a b c d e fLocation
Dimension
25 mm 1.00 4.00 0.40 2.87
25 mm 2.00 4.00 0.40 11.60
25 mm 2.00 4.00 12.00
25 mm 2.00 4.00 10.70 0.40
25 mm 3.00 4.00 10.50
25 mm 1.00 4.00 10.15
25mm 4.00 20.00 5.78
25 mm 3.00 20.00 5.68
25 mm 2.00 20.00 0.40 7.10
25 mm 4.00 20.00 12.00
25 mm 2.00 20.00 6.14 0.40
B13-B14-B15
ab
ab
a
a
b
a
a
a
a
b
a
a
a
b
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Bar Dia. QTY. NO. OF Bending Diagram Le
mm pcs SETS a b c d e fLocation
Dimension
25 mm 1.00 20.00 2.62 0.40 3
25 mm 2.00 20.00 0.40 11.60 12
25 mm 2.00 20.00 12.00 12
25 mm 2.00 20.00 10.70 0.40 1
25 mm 3.00 20.00 10.05 10
25 mm 1.00 20.00 10.15 10
25 mm 2.00 20.00 9.00 9
a
b
ab
a
a
b
a
a
a
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Bar Dia. QTY. NO. OF Bending Diagram Len
mm pcs SETS a b c d e fLocation
Dimension
16mm 2.00 2.00 0.26 3.82 0.26 4
16 mm 2.00 2.00 0.26 3.82 0.26 4
16mm 2.00 2.00 0.26 3.82 0.26 4
16 mm 2.00 2.00 0.26 3.82 0.26 4
16mm 4.00 1.00 0.26 7.35 7
16 mm 4.00 1.00 5.12 5
16 mm 4.00 1.00 9.75 9
16 mm 4.00 1.00 7.35 0.26 7
B19-B20
B17
B18
b
a c
a
b
c
b
a c
a
b
c
b
a
a
a
b
a
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Bar Dia. QTY. NO. OF Bending Diagram Le
mm pcs SETS a b c d e fLocation
Dimension
20mm 2.00 4.00 0.32 2.82 0.32 3
20 mm 2.00 4.00 0.32 2.82 0.32 3
25mm 4.00 2.00 0.40 10.22 0.40 1
25mm 1.00 2.00 0.40 2.94 3
25mm 1.00 2.00 2.74 0.40 3
25mm 1.00 2.00 4.54 4
25mm 4.00 1.00 0.40 9.01 9
25mm 4.00 1.00 4.61 0.40 5
B21
EB2
EB1
ba c
a
b
c
ba c
b
a
a
b
a
b
a
a
b
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Bar Dia. QTY. NO. OF Bending Diagram Len
mm pcs SETS a b c d e f mLocation
Dimension
16mm 4.00 1.00 0.26 3.22 0.26 3.7
25mm 4.00 1.00 0.40 2.42 0.40 3.2
TOTAL WEIGHT KG. =
Prepared By: Checked By: Appro
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager
BSP & CO., INC BSP & CO., INC
4WTB1
RB1
ba c
ba c
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Project : Pueblo Verde ExpansionLocation : Basak, MEZ II, Lapu-Lapu City, Cebu
Subject : Cutting List ( BEAMS - STIRRUPS )
Contractor : BSP & Company, Inc.,Owner : A oitizLan , Inc.
Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m Weight
10 mm 30.00 4.00 0.22 0.42 0.42 0.22 0.12 0.12 1.52 0.616
30.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
30.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
10 mm 30.00 4.00 0.22 0.62 0.62 0.22 0.12 0.12 1.92 0.616
30.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
30.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
B2
LocationDimension
B-1e
a
c
d
b f
d
b
ac
e
a
c
d
b f
d
b
a
d
b
ac
d
b
a
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Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m WeightLocation
Dimension
10 mm 19.00 4.00 0.22 0.42 0.42 0.22 0.12 0.12 1.52 0.616
19.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
19.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
10 mm 42.00 4.00 0.22 0.62 0.62 0.22 0.12 0.12 1.92 0.616
42.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
42.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
B3
B8
d
b
acc
e
a
c
d
b f
d
b
a
e
a
c
d
b f
d
b
ac
d
b
a
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Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m WeightLocation
Dimension
10 mm 20.00 4.00 0.22 0.42 0.42 0.22 0.12 0.12 1.52 0.616
20.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
20.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
10 mm 39.00 4.00 0.22 0.42 0.42 0.22 0.12 0.12 1.52 0.616
39.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
39.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
12 mm 46.00 4.00 0.22 0.62 0.62 0.22 0.13 0.13 1.94 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
B5
B6
B4
e
a
c
d
b f
e
a
c
d
b f
d
b
ac
d
b
a
d
b
ac
d
b
a
e
a
c
d
b f
d
b
ac
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Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m WeightLocation
Dimension
12 mm 39.00 4.00 0.22 0.62 0.62 0.22 0.13 0.13 1.94 0.888
39.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
39.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
10 mm 42.00 4.00 0.22 0.62 0.62 0.22 0.12 0.12 1.92 0.616
42.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
42.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
12 mm 21.00 4.00 0.22 0.42 0.42 0.22 0.13 0.13 1.54 0.888
21.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
21.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
B7
B9
B16
c
e
a
c
d
b f
d
b
ac
d
b
a
c
e
a
c
d
b f
d
b
a
c
d
b
a
c
e
a
c
d
b f
d
b
ac
d
b
a
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Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m WeightLocation
Dimension
12 mm 46.00 4.00 0.22 0.62 0.62 0.22 0.13 0.13 1.94 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
12 mm 46.00 4.00 0.22 0.62 0.62 0.22 0.13 0.13 1.94 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
10 mm 42.00 4.00 0.22 0.62 0.62 0.22 0.12 0.12 1.92 0.616
42.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
42.00 4.00 0.16 0.22 0.12 0.06 0.56 0.616
B11
B10
B12
e
a
c
d
b f
d
b
ac
e
a
c
d
b f
cc
d
b
a
e
a
c
d
b f
d
b
a
c
e
a
c
d
b f
cc
d
b
a
e
a
c
d
b f
d
b
ac
e
a
c
d
b f
cc
d
b
a
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Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m WeightLocation
Dimension
12 mm 46.00 4.00 0.22 0.62 0.62 0.22 0.13 0.13 1.94 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
`
12 mm 46.00 4.00 0.22 0.62 0.62 0.22 0.13 0.13 1.94 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
46.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
`
12 mm 42.00 4.00 0.22 0.62 0.62 0.22 0.13 0.13 1.94 0.888
42.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
42.00 4.00 0.20 0.22 0.13 0.07 0.62 0.888
B13
B14
B15
b
c a
d
d
b
a
c
b
c a
d
d
b
a
c
b
c a
d
d
b
a
c
b
c a
d
d
b
a
c
b
c a
d
d
b
a
c
d
b
a
c
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
d
b
ac
e
a
c
`
b f
cc
d
b
a
e
a
c
`
b f
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Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m WeighLocation
Dimension
10 mm 22.00 2.00 0.12 0.52 0.52 0.12 0.12 0.12 1.52 0.616
22.00 2.00 0.16 0.12 0.12 0.06 0.46 0.616
22.00 2.00 0.16 0.12 0.12 0.06 0.46 0.616
10 mm 21.00 2.00 0.12 0.52 0.52 0.12 0.12 0.12 1.52 0.616
21.00 2.00 0.16 0.12 0.12 0.06 0.46 0.616
21.00 2.00 0.16 0.12 0.12 0.06 0.46 0.616
10 mm 47.00 1.00 0.12 0.52 0.52 0.12 0.12 0.12 1.52 0.616
47.00 1.00 0.16 0.12 0.12 0.06 0.46 0.616
47.00 1.00 0.16 0.12 0.12 0.06 0.46 0.616
B18
B19
B17e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
d
b
ac
ea
c
d
b f
b
c a
d
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
b
c a
d
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Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m WeightLocation
Dimension
10 mm 47.00 1.00 0.12 0.52 0.52 0.12 0.12 0.12 1.52 0.616
47.00 1.00 0.16 0.12 0.12 0.06 0.46 0.616
47.00 1.00 0.16 0.12 0.12 0.06 0.46 0.616
10 mm 47.00 1.00 0.12 0.52 0.52 0.12 0.12 0.12 1.52 0.616
47.00 1.00 0.16 0.12 0.12 0.06 0.46 0.616
47.00 1.00 0.16 0.12 0.12 0.06 0.46 0.616
10 mm 18.00 4.00 0.12 0.32 0.32 0.12 0.06 0.06 1.00 0.616
18.00 4.00 0.16 0.12 0.04 0.06 0.38 0.616
18.00 4.00 0.16 0.12 0.04 0.06 0.38 0.616
B19
B20
B21
b
c a
d
d
b
ac
b
c a
d
d
b
ac
b
c a
d
d
b
ac
b
c a
d
d
b
ac
b
c a
d
d
b
ac
b
c a
d
d
b
ac
e
a
c
d
b f
ea
c
d
b f
b
c a
d
d
b
a
c
ea
c
d
b f
b
c a
d
d
b
a
c
ea
c
d
b f
b
c a
d
d
b
a
c
ea
c
d
b f
b
c a
d
d
b
a
c
ea
c
d
b f
b
c a
d
d
b
a
c
ea
c
d
b f
d
b
a
c
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
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Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m WeightLocation
Dimension
10 mm 47.00 2.00 0.12 0.52 0.52 0.22 0.06 0.06 1.60 0.616
47.00 2.00 0.16 0.22 0.04 0.06 0.48 0.616
47.00 2.00 0.16 0.22 0.04 0.06 0.48 0.616
10 mm 71.00 1.00 0.12 0.52 0.52 0.22 0.06 0.06 1.60 0.616
71.00 1.00 0.16 0.22 0.04 0.06 0.48 0.616
71.00 1.00 0.16 0.22 0.04 0.06 0.48 0.616
EB2
EB1e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
ac
e
a
c
d
b f
b
c a
d
d
b
a
c
e
a
c
d
b f
b
c a
d
d
b
a
c
e
a
c
d
b f
b
c a
d
d
b
a
c
e
a
c
d
b f
b
c a
d
d
b
a
c
e
a
c
d
b f
b
c a
d
d
b
a
c
e
a
c
d
b f
b
c a
d
d
b
a
c
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Bar Dia. QTY. NO. OF Bending Diagram Length Unit
mm pcs SETS a b c d e f m WeightLocation
Dimension
10 mm 32.00 1.00 0.17 0.32 0.32 0.17 0.06 0.06 1.10 0.616
32.00 1.00 0.16 0.17 0.04 0.06 0.43 0.616
32.00 1.00 0.16 0.17 0.04 0.06 0.43 0.616
10 mm 15.00 1.00 0.12 0.32 0.32 0.12 0.06 0.06 1.00 0.616
15.00 1.00 0.16 0.12 0.04 0.06 0.38 0.616
15.00 1.00 0.16 0.12 0.04 0.06 0.38 0.616
TOTAL WEIGHT KG. =
Prepared By: Checked By: Approved By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager
BSP & CO., INC BSP & CO., INC
RB1
UWTB1
Project Managemen
Berns Projects
BERNARD LHO
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