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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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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

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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

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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

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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