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7/28/2019 Cutting List Stirrups
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Project : Pueblo Verde ExpansionLocation : Basak, MEZ II, Lapu-Lapu City, Cebu
Subject : Footing Cutting List
Contractor : BSP & Company, Inc.,Owner : AboitizLand, Inc.
QTY. Cut Length
(pcs) a b c m
25mm 64.00 a 2.50 2.50
25mm 260.00 a 3.10 3.10
25mm 200.00 a 4.10 4.10
25mm 54.00 a 4.40 4.40
12mm 12.00 a 0.90 0.90
12mm 12.00 a 0.70 0.70
12mm 16.00 a 0.90 0.90
TOTAL WT. =
Prepared By: Checked By: Approved By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
F5
F6
F2
F1
F3
F4
LocationDimension (m)
Bending Diagram``
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7/28/2019 Cutting List Stirrups
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Unit Total Wt.
Weight kgs
3.858 617.28
3.858 3,109.55
3.858 3,163.56
3.858 916.66
0.888 9.59
0.888 7.46
0.888 12.79
7,836.89 kgs
Noted By:
Project Manager
A l
7/28/2019 Cutting List Stirrups
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7/28/2019 Cutting List Stirrups
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Project : Pueblo Verde ExpansionLocation : Basak, MEZ II, Lapu-Lapu City, Cebu
Subject : Column Cutting List ( STIRRUPS )
Contractor : BSP & Company, Inc.,Owner : AboitizLand, Inc.
Bar Dia. QTY. Cut Len
mm pcs a b c d e f m
Column 1 C-1Ties 12mm 288.00 0.12 0.62 0.62 0.62 0.62 0.12 2.72
( Outer Tie )
( Inner Tie ) 12mm 576.00 0.12 0.62 0.20 0.94
Conf. Reinf. 16mm 280.00 0.16 0.62 0.62 0.62 0.62 0.16 2.80
( Outer Tie )
nner e 16mm 560.00 0.13 0.62 0.26 1.01
Joint Reinf. 16mm 200.00 0.16 0.62 0.62 0.62 0.62 0.16 2.80
( Outer Tie )
( Inner Tie ) 16mm 400.00 0.13 0.62 0.26 1.01
TOTAL
Prepared By: Checked By: Approved By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
Location Bending DiagramDimension
a
c
d
e f
a
b
c
a
b
c
d
f
a
b
c
a
b
c
d
e f
a
b
c
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Bar Dia. QTY. Cut
mm pcs a b c d e f
Column 2 (C-2)Ties 12mm 710.00 0.12 0.62 0.62 0.62 0.62 0.12 2
( Outer Tie )
( Inner Tie ) 12mm 1,420.00 0.12 0.62 0.20 0
Conf. Reinf. 16mm 700.00 0.16 0.62 0.62 0.62 0.62 0.16 2
( Outer Tie )
( Inner Tie ) 16mm 1,400.00 0.13 0.62 0.26
Joint Reinf. 16mm 500.00 0.16 0.62 0.62 0.62 0.62 0.16 2
( Outer Tie )
( Inner Tie ) 16mm 1,000.00 0.13 0.62 0.26
TOTAL
Prepared By: Checked By: Approved By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
Location Bending DiagramDimension
a
b
c
d
e f
ab
c
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
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Bar Dia. QTY. Cu
mm pcs a b c d e f
Column 3 (C-3)Ties 12mm 355.00 0.12 0.62 0.62 0.62 0.62 0.12
( Outer Tie )
( Inner Tie ) 12mm 710.00 0.12 0.62 0.20
Conf. Reinf. 16mm 350.00 0.16 0.62 0.62 0.62 0.62 0.16
( Outer Tie )
( Inner Tie ) 16mm 700.00 0.13 0.62 0.26
Joint Reinf. 16mm 200.00 0.16 0.62 0.62 0.62 0.62 0.16
( Outer Tie )
( Inner Tie ) 16mm 400.00 0.13 0.62 0.26
TOTAL
Prepared By: Checked By: Approved By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
Location Bending DiagramDimension
a
b
c
d
e f
ab
c
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
7/28/2019 Cutting List Stirrups
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Bar Dia. QTY. Cut Len
mm pcs a b c d e f m
Column 4 (C-4)Joint Reinf. 16mm 45.00 0.16 1.42 0.72 1.42 0.72 0.16 4.60
( Outer Tie )
( Inner A ) 16mm 45.00 0.13 1.42 0.26 1.81
( Inner B ) 16mm 45.00 0.16 0.47 0.72 0.47 0.72 0.16 2.70
( Inner C ) 16mm 45.00 0.16 0.47 0.72 0.47 0.72 0.16 2.70
Conf. Reinf. 16mm 30.00 0.16 1.42 0.72 1.42 0.72 0.16 4.60
( Outer Tie )
( Inner A ) 16mm 30.00 0.13 1.42 0.26 1.81
( Inner B ) 16mm 30.00 0.16 0.47 0.72 0.47 0.72 0.16 2.70
( Inner C ) 16mm 30.00 0.16 0.47 0.72 0.47 0.72 0.16 2.70
Location Bending DiagramDimension
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
d
e f
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
d
e f
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Ties 12mm 20.00 0.12 1.42 0.72 1.42 0.72 0.1
( Outer Tie )
( Inner A ) 12mm 20.00 0.12 1.42 0.20
( Inner B ) 12mm 20.00 0.12 0.47 0.72 0.47 0.72 0.1
( Inner C ) 12mm 20.00 0.12 0.47 0.72 0.47 0.72 0.1
TOTAL
Prepared By: Checked By: Approved By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
d
e f
7/28/2019 Cutting List Stirrups
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Bar Dia. QTY. Cut
mm pcs a b c d e f
Column 5 (C-5)Joint Reinf. 16mm 63.00 0.16 0.22 0.42 0.22 0.42 0.16
( Outer Tie )
( Inner ) 16mm 63.00 0.13 0.22 0.26
16mm 63.00 0.13 0.22 0.26
16mm 15.00 0.16 0.22 0.42 0.22 0.42 0.16
( Outer Tie )
( Inner ) 16mm 15.00 0.13 0.22 0.26
16mm 15.00 0.13 0.22 0.26
Lateral Ties 12mm 201.00 0.12 0.22 0.42 0.22 0.42 0.12
( Outer Tie )
( Inner ) 12mm 201.00 0.12 0.22 0.20
12mm 201.00 0.12 0.22 0.20
TOTAL
Prepared By: Checked By: Approved By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
Location Bending DiagramDimension
a
b
c
d
e f
a
b
c
a
b
c
a
b
c
d
e f
a
b
c
a
b
c
a
b
c
d
e f
a
b
c
a
b
c
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Bar Dia. QTY. Cut L
mm pcs a b c d e f m
Column 6 (C-6)Joint Reinf. 16mm 84.00 0.16 0.42 0.42 0.42 0.42 0.16 2.
( Outer Tie )
( Inner A ) 16mm 84.00 0.13 0.42 0.26 0.
( Inner B ) 16mm 84.00 0.13 0.42 0.26 0.
Conf. Reinf. 16mm 20.00 0.16 0.42 0.42 0.42 0.42 0.16 2.
( Outer Tie )
( Inner A ) 16mm 20.00 0.13 0.42 0.26 0.
( Inner B ) 16mm 20.00 0.13 0.42 0.26 0.
Lateral Ties 12mm 268.00 0.12 0.42 0.42 0.42 0.42 0.12 1.
( Outer Tie )
( Inner A ) 12mm 268.00 0.12 0.42 0.20 0.
( Inner B ) 12mm 268.00 0.12 0.42 0.20 0.
Prepared By: Checked By: Approved By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
Location Bending DiagramDimension
TOTAL
a
b
c
d
e f
a
b
c
a
b
c
a
b
c
d
e f
a
b
c
a
b
c
ab
c
d
e f
a
b
c
a
b
c
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Project : Pueblo Verde ExpansionLocation : Basak, MEZ II, Lapu-Lapu City, Cebu
Subject :Column Cutting List ( STIRRUPS )Contractor : BSP & Company, Inc.,
Owner : A oitizLan , Inc.
Bar Dia. QTY. Cut Length Unit
mm pcs a b c d e f m Weight
Column 1 C-1Ties 12mm 288.00 0.12 0.62 0.62 0.62 0.62 0.12 2.72 0.888
( Outer Tie )
( Inner Tie ) 12mm 576.00 0.12 0.62 0.20 0.94 0.888
Conf. Reinf. 16mm 280.00 0.16 0.62 0.62 0.62 0.62 0.16 2.80 1.579
( Outer Tie )
( Inner Tie ) 16mm 560.00 0.13 0.62 0.26 1.01 1.579
Joint Reinf. 16mm 200.00 0.16 0.62 0.62 0.62 0.62 0.16 2.80 1.579
( Outer Tie )
( Inner Tie ) 16mm 400.00 0.13 0.62 0.26 1.01 1.579
TOTAL
Prepared By: Checked By: Approved By: Noted By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer ProjecBSP & CO., INC BSP & CO., INC A I A
Bending DiagramLocationDimension
a
b
c
d
e f
a
b
c
a
b
c
d
e f
ab
c
a
b
c
d
e f
a
b
c
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Bar Dia. QTY. Cut Length Un
mm pcs a b c d e f m Wei
Column 2 (C-2)Ties 12mm 710.00 0.12 0.62 0.62 0.62 0.62 0.12 2.72 0.8
( Outer Tie )
( Inner Tie ) 12mm 1,420.00 0.12 0.62 0.20 0.94 0.8
Conf. Reinf. 16mm 700.00 0.16 0.62 0.62 0.62 0.62 0.16 2.80 1.5
( Outer Tie )
( Inner Tie ) 16mm 1,400.00 0.13 0.62 0.26 1.01 1.5
Joint Reinf. 16mm 500.00 0.16 0.62 0.62 0.62 0.62 0.16 2.80 1.5
( Outer Tie )
( Inner Tie ) 16mm 1,000.00 0.13 0.62 0.26 1.01 1.5
TOTAL
Prepared By: Checked By: Approved By: Noted B
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
DimensionBending DiagramLocation
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
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Bar Dia. QTY. Cut Length U
mm pcs a b c d e f m We
Column 3 C-3Ties 12mm 355.00 0.12 0.62 0.62 0.62 0.62 0.12 2.72 0.8
( Outer Tie )
( Inner Tie ) 12mm 710.00 0.12 0.62 0.20 0.94 0.8
Conf. Reinf. 16mm 350.00 0.16 0.62 0.62 0.62 0.62 0.16 2.80 1.5
( Outer Tie )
( Inner Tie ) 16mm 700.00 0.13 0.62 0.26 1.01 1.5
Joint Reinf. 16mm 200.00 0.16 0.62 0.62 0.62 0.62 0.16 2.80 1.5
( Outer Tie )
( Inner Tie ) 16mm 400.00 0.13 0.62 0.26 1.01 1.5
TOTAL
Prepared By: Checked By: Approved By: Noted B
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
Location Bending DiagramDimension
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
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Bar Dia. QTY. Cut Length Unit
mm pcs a b c d e f m Weigh
Column 4 (C-4)Joint Reinf. 16mm 45.00 0.16 1.42 0.72 1.42 0.72 0.16 4.60 1.579
( Outer Tie )
( Inner A ) 16mm 45.00 0.13 1.42 0.26 1.81 1.579
Inner B 16mm 45.00 0.16 0.47 0.72 0.47 0.72 0.16 2.70 1.579
( Inner C ) 16mm 45.00 0.16 0.47 0.72 0.47 0.72 0.16 2.70 1.579
Conf. Reinf. 16mm 30.00 0.16 1.42 0.72 1.42 0.72 0.16 4.60 1.579
( Outer Tie )
Inner A 16mm 30.00 0.13 1.42 0.26 1.81 1.579
( Inner B ) 16mm 30.00 0.16 0.47 0.72 0.47 0.72 0.16 2.70 1.579
Inner C 16mm 30.00 0.16 0.47 0.72 0.47 0.72 0.16 2.70 1.579
Location Bending DiagramDimension
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
d
e f
a
b
c
d
e f
a
bc
a
b
c
d
e f
a
b
c
d
e f
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Ties 12mm 20.00 0.12 1.42 0.72 1.42 0.72 0.12 4.52
( Outer Tie )
Inner A 12mm 20.00 0.12 1.42 0.20 1.74
( Inner B ) 12mm 20.00 0.12 0.47 0.72 0.47 0.72 0.12 2.62
Inner C 12mm 20.00 0.12 0.47 0.72 0.47 0.72 0.12 2.62
TOTAL
Prepared By: Checked By: Approved By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
a
b
c
d
e f
a
b
c
a
b
c
d
e f
a
b
c
d
e f
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Bar Dia. QTY. Cut Length U
mm pcs a b c d e f m We
Column 5 (C-5)Joint Reinf. 16mm 63.00 0.16 0.22 0.42 0.22 0.42 0.16 1.60 1.5
( Outer Tie )
Inner 16mm 63.00 0.13 0.22 0.26 0.61 1.5
16mm 63.00 0.13 0.22 0.26 0.61 1.5
16mm 15.00 0.16 0.22 0.42 0.22 0.42 0.16 1.60 1.5
( Outer Tie )
Inner 16mm 15.00 0.13 0.22 0.26 0.61 1.5
16mm 15.00 0.13 0.22 0.26 0.61 1.5
Lateral Ties 12mm 201.00 0.12 0.22 0.42 0.22 0.42 0.12 1.52 0.8
( Outer Tie )
Inner 12mm 201.00 0.12 0.22 0.20 0.54 0.8
12mm 201.00 0.12 0.22 0.20 0.54 0.8
TOTAL
Prepared By: Checked By: Approved By: Noted B
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer
BSP & CO., INC BSP & CO., INC A I
Location Bending DiagramDimension
a
b
c
d
e f
a
b
c
a
b
c
a
b
c
d
e f
a
b
c
a
b
c
a
b
c
d
e f
a
b
c
a
b
c
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Bar Dia. QTY. Cut Length Unit
mm pcs a b c d e f m Weig
Column 6 (C-6)Joint Reinf. 16mm 84.00 0.16 0.42 0.42 0.42 0.42 0.16 2.00 1.57
( Outer Tie )
( Inner A ) 16mm 84.00 0.13 0.42 0.26 0.81 1.57
Inner B 16mm 84.00 0.13 0.42 0.26 0.81 1.57
Conf. Reinf. 16mm 20.00 0.16 0.42 0.42 0.42 0.42 0.16 2.00 1.57
( Outer Tie )
( Inner A ) 16mm 20.00 0.13 0.42 0.26 0.81 1.57
Inner B 16mm 20.00 0.13 0.42 0.26 0.81 1.57
Lateral Ties 12mm 268.00 0.12 0.42 0.42 0.42 0.42 0.12 1.92 0.88
( Outer Tie )
( Inner A ) 12mm 268.00 0.12 0.42 0.20 0.74 0.88
( Inner B ) 12mm 268.00 0.12 0.42 0.20 0.74 0.88
Prepared By: Checked By: Approved By: Noted By:
R. E. OCONER
Cost & Qty. Engr/Field Supervisor Project Manager Construction Mgt. Officer P
BSP & CO., INC BSP & CO., INC A I
Location Bending DiagramDimension
TOTAL
a
b
c
d
e f
a
b
c
a
b
c
ab
c
d
e f
a
b
c
a
b
c
a
b
c
d
e f
a
b
c
a
b
c