Presentation

PROJECT EXECUTION PLAN 16 POINTS PROJECT EXECUTION PLAN CONTENTS Project Information

Temporary Works & Site Logistics

Risk Management

Table of Organization

EHS Plan

Procurement

QA Plan

Asset Management

Program & Planning

Contract Management

Design Production

Operating Budget

Value Engineering & Innovation

Sustainability, CSR & Environment

Construction Methods

Project Close - Out

PROJECT INFORMATION • • • •

PROJECT DESCRIPTION VICINITY MAP LOCATION MAP PROJECT BRIEF

PROJECT INFORMATION PROJECT DESCRIPTION RESOURCE ASSIGNMENT  OPCEN HEAD  PROJECT-IN-CHARGE

CONTRACT DETAILS      

FIXED LUMP SUM : TOWER 1 & PODIUM CONTRACT AMOUNT : TBD INITIAL P.O. : 137,211,019.65 START DATE : JUNE 23, 2014 COMPLETION DATE : JULY 30, 2016 DURATION : 25 MONTHS

: NAPOLEON P. MICALLER : ALWIN PAUL RAMIREZ

DESIGN CONSULTANTS

 LAND DEVELOPMENT : MDC ALABANG OPCEN  ARCHITECTURAL : G&W ARCHITECTS, ENGINEER PROJECT DEVELOPMENT CONSULTANTS  STRUCTURAL : SY2 + ASSOCIATES STRUCTURAL ENGINEERS  MECHANICAL : R.D. AGUILOS  ELECTRICAL : IRAIDO TECHNOLOGY LEADER INC.  SANITARY : CL MADRIAGA ENGINEERS  FIRE PROTECTION : R.D. AGUILOS

PROJECT INFORMATION VICINITY MAP

STARMALL

ALABANG VIADUCT

PROJECT S I T E

SOUTH PARK DISTRICT SITE LOCATION

MUNTINLUPA NATIONAL ROAD

N

PROJECT INFORMATION LOCATION MAP

PODIUM TOWER 1 TOWER 2

Avida Altura

PROJECT INFORMATION PROJECT BRIEF DESCRIPTION

20TH RESIDENTIAL LEVEL 19TH RESIDENTIAL LEVEL 18TH RESIDENTIAL LEVEL 17TH RESIDENTIAL LEVEL 16TH RESIDENTIAL LEVEL 15TH RESIDENTIAL LEVEL 14TH RESIDENTIAL LEVEL 12TH RESIDENTIAL LEVEL 11TH RESIDENTIAL LEVEL 10TH RESIDENTIAL LEVEL 9TH RESIDENTIAL LEVEL 8TH RESIDENTIAL LEVEL 7TH RESIDENTIAL LEVEL 6TH RESIDENTIAL LEVEL 5TH RESIDENTIAL LEVEL 4TH RESIDENTIAL LEVEL 3RD RESIDENTIAL LEVEL 2ND RESIDENTIAL LEVEL AMENITY & 1ST RESD'L LEVEL 2ND PODIUM LEVEL 1ST PODIUM LEVEL GROUND FLOOR LEVEL TOTAL (HT/CFA/UNITS)

HEIGHT

AREA

Res. Units

3200 2850 2850 2850 2850 2850 2850 2850 2850 2850 2850 2850 2850 2850 2850 2850 2850 2850 3500 4000 3300 4200 71.95

840 840 840 840 840 840 840 840 840 840 840 840 840 840 840 840 840 840 4,682 4,682 4,682 4,682 33,848

22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 11 13 13 433

TOTAL CFA TOWER = 15,960m2 TOTAL CFA PODIUM = 17,888m2 BUILDING EFFICIENCY (TOWER1) : 80.49%

VIEW FACING PNR

II. RISK MANAGEMENT

RISK MANAGEMENT REGISTRY OF HAZARDS AND RISKS Item No.

1

Health & Safety Hazards

Flooding of the Site MAP

2

Meralco Hightension Powerlines MAP

3

Sources

Impact

Water coming from Bayanan Roadside during heavy/continuous rain

Affect accessibility to site, injury, damage to property; Difficult accessibility to site by walking

Construct/form a temporary ditch or drainage from low areas 4 going to the street drainage outlet

from motorist. Delay of with lights and Traffic pouring. aides; provide temporary 3 exit point in the site

Traffic Congestion

Informal settlers around existing perimeter wall of Pilferage/ Trespassing the project, proximity to MAP residential areas

LEGEND: P = Probability

Current Risk S/ P D S R N S

Proximity of Injury, death, damage of Proposed location of Meralco lines from property tower crane boom tower crane boom should be 5 meters away 3 tip from the face of the existing Meralco posts/lines During Pouring Vehicle noise, complain With the use of signage

MAP

4

Current Control Measures and Performance

D = Detection

Damage to property, injury, tools & material losses

4

To provide submersible pump at excavated areas; provision of 3 48 S sediment control to prevent clogging of drainage outlet (sand bagging to limit the

3

5 45 S

Provide temporary exit point. 3

3 27 S

Existing CHB wall along PNR and creek side

R = Result

2

2

3 12

Provide barb wire along CHB 4

S = Seriousness

Additional Measures

Residual Risk S/ P D S R N S

2

2 16

N S

S = Significant

NS = Not Significant

N S

III. EHS PLAN

EHS PLAN EMERGENCY RESPONSE TEAM J. EBERO PROJECT MANAGER EMERGENCY MARSHALL

A. RAMIREZ PROJECT-IN-CHARGE DEPUTY EMERGENCY MARSHALL

R.SAYSON SAFETY SUPERVISOR ERT LEADER

D. ENAGE

C. DAUMAR

TBN

R. EBUEGA

MDC Safety Officer Fire Team Leader

MDC QA/QC Supervisor Evacuation Team Leader

MDC Project Nurse Medical Team Leader

Contact #: ________

Contact #: ________

MDC Admin Officer Alarm/Communication Team Leader

Contact #: ________

Contact #: ________

R. REGINO

TBN

TBN

MDC MEFPS Supervisor Search and Rescue Team Leader

Equipment Engineer Equipment Team Leader

Site Security Officer Security and Crown Control Team Leader

Contact #: ________

Contact #: ________

Contact #: ________

EHS PLAN SAFETY CATCH / UMBRELLA & SAFETY NETS

LEGEND: SAFETY NET SAFETY CATCH

1st Podium

SAFETY BARRICADE

EHS PLAN INSTALLED SAFETY NETS

V. PROGRAM & PLANNING

PROGRAM & PLANNING MILESTONE DATES DESIGN DEVELOPMENT : GROUND BREAKING :

GENCON AWARD DATE : IFC DRAWING

:

JUNE 30, 2013 OCTOBER 12, 2013

APRIL 30, 2014 MAY 16, 2014

START OF STRUCTURAL EXCAVATION :

JUNE 23, 2014

FIRST POURING :

JULY 16, 2014

TEMPORARY MERALCO POWER SUPPLY FOR OPERATION :

NOVEMBER 15, 2014

PODIUM TOPPING OFF

:

MARCH 10, 2015

TOWER 1 TOPPING OFF

:

SEPTEMBER 22, 2015

WATER TIGHTNESS TOWER 1 :

FEBRUARY 18, 2016

START OF TESTING & COMMISIONING :

FEBRUARY 25, 2016

START OF HAND OVER TO APMC & AVIDA :

APRIL 11, 2016

PERMANENT MERALCO POWER SUPPLY

APRIL 30, 2016

:

PROJECT COMPLETION :

JULY 30, 2016

PROGRAM & PLANNING SUMMARY OF CONSTRUCTION QUANTITIES

STRUCTURAL RATIO: Formworks = 1.97 m2/CFA Concrete = 0.45 m3/CFA Rebar = 213.76 kg/m3

PROGRAM & PLANNING OVERALL PROJECT SCHEDULE

Podium underneath Tower 1 = Nov. 21, 2014

Podium = Mar. 10, 2015

PROGRAM & PLANNING FOUNDATION WORK SCHEDULE

ZONE 4 ZONE 3

OVERALL DURATION: June 23, 2014 – November 22, 2014 (5 months)

ZONE 1

ZONE 2

PROGRAM & PLANNING FOUNDATION WORK ZONING OVERALL DURATION: June 23, 2014 – November 22, 2014 (5 months) ZONE 4

ZONE 1

QUANTITY

START

END

EXCAVATION

996 m³

27-Aug

4-Nov

CONCRETING

236 m³

1-Sep

21-Nov

BACKFILLING

4,318 m³

30-Sep

22-Nov

ZONE 4

QUANTITY

START

END

EXCAVATION

2,265 m³

23-Jun

30-Jul

CONCRETING

1,240 m³

10-Jul

28-Aug

BACKFILLING

3,574 m³

24-Jul

8-Sep

Start : August 27, 2014 End : November 22, 2014 11 Weeks Area = 1343 m²

ZONE 3

Start : August 11, 2014 End : November 6, 2014

TC

Start : June 23, 2014 End : September 8, 2014 9 Weeks Area = 1064 m²

ZONE 2 Start : June 25, 2014 End: October 21, 2014 12 Weeks Area = 1072 m²

10 Weeks Area = 867 m²

ZONE 2 ZONE 3

QUANTITY

START

ZONE 1

END

EXCAVATION

7,493 m³

11-Aug 26-Aug

CONCRETING

2,779 m³

28-Aug

8-Oct

BACKFILLING

7,133 m³

9-Oct

6-Nov

QUANTITY

START

END

EXCAVATION

1,482 m³

25-Jun

23-Sep

CONCRETING

437 m³

14-Jul

3-Oct

BACKFILLING

3,886 m³

31-Jul

21-Oct

PROGRAM & PLANNING

ZONE 1 ZONE 4 ZONE 3 ZONE 2

SUPERSTRUCTURAL WORK SCHEDULE OVERALL DURATION: September 15, 2014 – September 22, 2014 (13 months)

Total Volume (Tower 1) : 7,638 m3 Total Volume (Podium) : 7,603 m3

PROGRAM & PLANNING SUPERSTRUCTURAL WORK ZONING OVERALL DURATION = 13 MONTHS ZONE 3

QUANTITY

CONCRETE VOLUME

820 m³

FORMWORKS AREA

5,466 m³

REBAR WEIGHT

175,375 kgs.

TRANSLAB

172 pcs

PRECAST WALL

45 pcs

START

15-Nov-14

ZONE 1

END

CYCLE

2-Feb-15

QUANTITY

CONCRETE VOLUME

END

CYCLE

1,059 m³

FORMWORKS AREA

6,853 m³

REBAR WEIGHT

222,371 kgs.

TRANSLAB

197 pcs

PRECAST WALL

72 pcs

15 Days

START

15-Sep-14 22-Sep-15

12 Days

840 m2 ZONE 1

1273 m2

1354 m2

ZONE 4

ZONE 3

Start: Nov 29, 2014 End: Mar 10, 2015 Dur.: 3 mos.

Start: Nov 15, 2014 End: Feb 2, 2015 Dur.: 2.5 mos

Start: Sept 15, 2014 End: Dec 7, 2015 Dur.: 15 mos.

1215 m2 ZONE 2 Start: Oct 30, 2014 End: Jan 15, 2015 Dur.: 2.5 mos.

ZONE 2 ZONE 4

QUANTITY

CONCRETE VOLUME

820 m³

FORMWORKS AREA

5,466 m³

REBAR WEIGHT

175,375 kgs.

TRANSLAB

172 pcs

PRECAST WALL

45 pcs

START

END

29-Nov-14 10-Mar-15

CYCLE

15 Days

QUANTITY

CONCRETE VOLUME

851 m³

FORMWORKS AREA

5,670 m³

REBAR WEIGHT

181,911 kgs.

TRANSLAB

172 pcs

PRECAST WALL

72 pcs

START

END

30-Oct-14 15-Jan-15

CYCLE

15 Days

PROGRAM & PLANNING

ZONE 1 ZONE 4 ZONE 3 ZONE 2

TOWER 1 CONCRETING WORK SCHEDULE (13 Months) 11

12

1

2

3

4

5

6

7

8

9 W4

W3

W2

W1

W4

W3

W2

W1

W4

W3

W2

W1

W4

W3

W2

W1

W4

W3

W2

W1

W4

W3

C

W2

W1

W4

W3

W2

W1

W4

W3

W2

W1

W4

W3

W2

W1

W4

W3

W2

W1

W4

W3

W2

W1

W4

8 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 15 15 15 12

W3

22-Sep-15 12-Sep-15 03-Sep-15 18-Aug-15 04-Aug-15 21-Jul-15 07-Jul-15 23-Jun-15 08-Jun-15 25-May-15 11-May-15 25-Apr-15 11-Apr-15 24-Mar-15 10-Mar-15 24-Feb-15 09-Feb-15 26-Jan-15 12-Jan-15 19-Dec-14 05-Dec-14 21-Nov-14 04-Nov-14 15-Oct-14 27-Sep-14

W2

14-Sep-15 04-Aug-15 19-Aug-15 05-Aug-15 22-Jul-15 08-Jul-15 24-Jun-15 09-Jun-15 26-May-15 12-May-15 27-Apr-15 13-Apr-15 25-Mar-15 11-Mar-15 25-Feb-15 10-Feb-15 27-Jan-15 13-Jan-15 20-Dec-14 06-Dec-14 22-Nov-14 05-Nov-14 16-Oct-14 29-Sep-14 15-Sep-14

10 W1

MACHINE ROOM DECK MACHINE ROOM ROOF DECK 20TH FLOOR 19TH FLOOR 18TH FLOOR 17TH FLOOR 16TH FLOOR 15TH FLOOR 14TH FLOOR 12TH FLOOR 11TH FLOOR 10TH FLOOR 9TH FLOOR 8TH FLOOR 7TH FLOOR 6TH FLOOR 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR 2ND PODIUM 1ST PODIUM GROUND

9 W4

DU R

W3

FINISH

W2

START

W1

FLOOR LEVEL

PROGRAM & PLANNING 12 DAYS CYCLE SCHEDULE

PROGRAM & PLANNING TOWER 1 CONCRETING WORK SCHEDULE (ZONE 1) Over-all Duration = 13 months (September 15, 2014 – September 22, 2015) Floor Area = 840 m² Area of Formworks Needed = 1,680 m² Total Volume = 6, 077 m3 FLOOR LEVEL

START

FINISH

DUR

MACHINE ROOM DECK MACHINE ROOM ROOF DECK 20TH FLOOR 19TH FLOOR 18TH FLOOR 17TH FLOOR 16TH FLOOR 15TH FLOOR 14TH FLOOR 12TH FLOOR 11TH FLOOR 10TH FLOOR 9TH FLOOR 8TH FLOOR 7TH FLOOR 6TH FLOOR 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR 2ND PODIUM 1ST PODIUM GROUND

14-Sep-15 04-Aug-15 19-Aug-15 05-Aug-15 22-Jul-15 08-Jul-15 24-Jun-15 09-Jun-15 26-May-15 12-May-15 27-Apr-15 13-Apr-15 25-Mar-15 11-Mar-15 25-Feb-15 10-Feb-15 27-Jan-15 13-Jan-15 20-Dec-14 06-Dec-14 22-Nov-14 05-Nov-14 16-Oct-14 29-Sep-14 15-Sep-14

22-Sep-15 12-Sep-15 03-Sep-15 18-Aug-15 04-Aug-15 21-Jul-15 07-Jul-15 23-Jun-15 08-Jun-15 25-May-15 11-May-15 25-Apr-15 11-Apr-15 24-Mar-15 10-Mar-15 24-Feb-15 09-Feb-15 26-Jan-15 12-Jan-15 19-Dec-14 05-Dec-14 21-Nov-14 04-Nov-14 15-Oct-14 27-Sep-14

8 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 15 15 15 12

FLOOR AREA TOTAL VOLUME 73 m² 73 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m² 840 m²

107 m³ 201 m³ 251 m³ 252 m³ 242 m³ 242 m³ 242 m³ 246 m³ 247 m³ 247 m³ 247 m³ 247 m³ 249 m³ 249 m³ 249 m³ 249 m³ 249 m³ 249 m³ 251 m³ 251 m³ 251 m³ 1112 m³ 1374 m³ 1287 m³ 549 m³

FW-1 FW-2

PROGRAM & PLANNING

ZONE 1 ZONE 4 ZONE 3 ZONE 2

PODIUM CONCRETING WORK SCHEDULE (4 months) DESCRIPTION AMENITY Zone 2 Zone 3 Zone 4 2ND PODIUM Zone 2 Zone 3 Zone 4 1ST PODIUM Zone 2 Zone 3 Zone 4 GROUND FLOOR Zone 2 Zone 3 Zone 4

START

END

D NOV DEC JAN FEB MAR U W W W W W W W W W W W W W W W W W W W W R 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4

20-Dec 16-Jan 21-Feb

15-Jan 15 2-Feb 15 10-Mar 15

3-Dec 20-Dec 3-Feb

19-Dec 15 15-Jan 15 20-Feb 15

15-Nov 3-Dec 16-Jan

2-Dec 15 19-Dec 15 2-Feb 15

30-Oct 15-Nov 29-Nov

14-Nov 15 28-Nov 15 12-Dec 15

PROGRAM & PLANNING PODIUM CONCRETING WORK SCHEDULE Over-all Duration Total Floor Area Total Volume

= 4 months (October 30, 2014 – March 10, 2015) = 3,842 m² Area of Formworks Needed = 5,254 m² 3 = 3,263 m

ZONE 2 (1215m²) FLOOR LEVEL AMENITY 2ND PODIUM 1ST PODIUM GROUND FLR

ZONE 3 (1354m²)

ZONE 4 (1273m²)

START

FINISH

WORKING DAYS

START

FINISH

WORKING DAYS

START

FINISH

20-Dec-14 3-Dec-14 15-Nov-14 30-Oct-14

15-Jan-15 19-Dec-14 2-Dec-14 14-Nov-14

15 15 15 12

16-Jan-15 20-Dec-14 3-Dec-14 15-Nov-14

2-Feb-15 15-Jan-15 19-Dec-14 28-Nov-14

15 15 15 12

21-Feb-15 3-Feb-15 16-Jan-15 29-Nov-14

10-Mar-15 20-Feb-15 2-Feb-15 12-Dec-14

FW -3 FW-1

FW-4 FW-2

TOTAL WORKING VOLUME DAYS

15 15 15 12

826m3 1027m3 972m3 438m3 FW-1 FW-2 FW-3 FW-4

PROGRAM & PLANNING AREA OF FORMWORKS NEEDED

ZONE

FLOOR AREA (SQM)

TOTAL FORMWORKS AREA - HORIZONTAL & VERTICAL (SQM) ZONE 1

1

840

2136 ZONE 4

2 3 4

1215 1354 1273

ZONE 3

ZONE 2

3089 3443 3237

FOR TOWER 1 TYPICAL FLOOR LEVEL - FORMWORKS CYCLE REQUIREMENT (AT 2 FLOORS)

AREA OF FORMWORKS NEEDED

1680 SQM (ZONE 1)

FOR PODIUM FLOOR LEVEL - FORMWORKS CYCLE REQUIREMENT (AT 1 1/3 FLOORS)

AREA OF FORMWORKS NEEDED

5254 SQM (ZONE 2 – ZONE 4)

PROGRAM & PLANNING CONCRETE DEMAND

MAXIMUM

: 956 m³ : 837 m³ = 1,793 m³

AVERAGE (Tower 1) : 424m³ (Podium) : 845 m³

PROGRAM & PLANNING FORMWORKS DEMAND

PROGRAM & PLANNING TRANSLAB DEMAND

PROGRAM & PLANNING PRECAST WALL DEMAND

261

398

1555

1652

1557

1015

823

823

823

823

843

533

56

PROGRAM & PLANNING MANPOWER DEMAND FOR PODIUM

240 TOTAL OF MANPOWER FOR 3 CONSECUTIVE MONTHS

50

62

66

66

110

PROGRAM & PLANNING MANPOWER DEMAND FOR TOWER 1 100 TOTAL OF MANPOWER FOR 11 CONSECUTIVE MONTHS

55

71

71

50

PROGRAM & PLANNING STAFF LOADING

PROGRAM & PLANNING EQUIPMENT LOADING

PROGRAM & PLANNING EQUIPMENT LOADING

VII. VALUE ENGINEERING AND INNOVATION

VALUE ENGINEERING INNOVATION PRECAST INTERIOR WALL

VALUE ENGINEERING INNOVATION FORMS FOR BEAMS

Forms for Beams similar to Gang Form of Column; one side & the base form is pre-assembled with additional width base for for fixing / adjusting purpose of the other side form during enclosure .

VALUE ENGINEERING INNOVATION REBAR TYING MACHINE The features and the advantage of Automatic Tying Machine • It

is very easy to operate, one hand operation ensure the safety of the workers and reduces wear and tear. • High working efficiency enable to finish tying 50-60 knots per minutes • Light and handy tools reduce the labor intensity and make the tying easy and strong • Ni-Mh high quality battery for long time working ability and less charging time.

VIII. CONSTRUCTION METHODS

CONSTRUCTION METHODS EXCAVATION WORKS

CONSTRUCTION METHODS EXCAVATION WORKS

CONSTRUCTION METHODS REBAR & FORM WORKS

Spacer Block Modeler

CONSTRUCTION METHODS REBAR & FORM WORKS

CONSTRUCTION METHODS CONCRETING WORKS

CONSTRUCTION METHODS TRANSLAB LAYOUT – 1ST & 2ND PODIUM

CONSTRUCTION METHODS TRANSLAB LAYOUT – 2ND LEVEL RESIDENTIAL

CONSTRUCTION METHODS TRANSLAB LAYOUT – 3RD TO 20TH LEVEL RESIDENTIAL

CONSTRUCTION METHODS TRANSLAB SYSTEM

TRANSLAB TYPICAL DETAIL

CONSTRUCTION METHODS TRANSLAB SYSTEM

CONSTRUCTION METHODS TRANSLAB SYSTEM

CONSTRUCTION METHODS FORMWORKS SYSTEM : COLUMN

Column Forms

CONSTRUCTION METHODS FORMWORKS SYSTEM : BEAMS AND SLABS

Conventional Forms

TEMPORARY WORKS & SITE LOGISTICS • TEMPORARY ACCESS • TOWER CRANE PLAN • TOWER CRANE ELEVATION

TEMPORARY WORKS & SITE LOGISTICS TEMPORARY ACCESS

TEMFACIL

PODIUM TOWER 1

TOWER 2

Avida Altura

EXIT

ENTRANCE

TEMPORARY WORKS & SITE LOGISTICS TOWER CRANE LAYOUT Crane Installation : Aug 08, 2014

LEGEND: AVIDA TOWERS ALTURA (BUILDING OUTLINE) TOWER CRANE

WAREHOUSE

TC

PUMP CRETE

Blind Area = +/- 1499 m²

30m = 5.1t

40m = 4.0t MOBILE CRANE

50m = 3.0t 55m = 2.3t

MECO POST

TEMPORARY WORKS & SITE LOGISTICS TOWER CRANE LAYOUT Right Side Elevation TOWER CRANE :

71.95 m

55 m

HAMMER TYPE MD 1854 H10 Height : 83 m. Radius: 55 m.

PNR

OLD NATIONAL ROAD

X. TABLE OF ORGANIZATION

TABLE OF ORGANIZATION N.P. MICALLER OPCEN HEAD J.M. EBERO PROJECT MANAGER

TBN EHS OPCEN HEAD

RG SAYSON SAFETY SUPERVISOR

TBN PROJ. PHYSICIAN

C.N.C. RAMOS OPCEN PROJECT HR

J.M. CABINGAS OPCEN SURVEYOR

N.J. NOJADERA PROJECT HR

B. TRIMIDAL ASSET MGT. SUPERVISOR

AA SOLOMON TIMEKEEPER

JM BICO ASSET MGT. SPECIALIST

TBN SURVEYOR

TBN

TBN

R.C. ABE-ABE

PROJ. NURSE

EXPEDITER

INSTRUMENTMAN

SAFETY ASSOCIATE (3)

J.I. MOLUD FIELD CHECKER

(4)

D.C. BANDE WAREHOUSE AIDE (2)

A.J. RAMIREZ PROJECT-INCHARGE

M.Q. VILLONGCO OPCEN TSD

M.A. REAMICO OPCEN QS

M.P. MALIGAT TSD SUPERVISOR

M.L. CAPOY COST ENGINEER

TBN TSD COORDINATOR

A.M MONDIGUING

Q.A. ASSISTANT

TBN DOCS CONTROLLER

TBN CAD OPTR (2)

TBN ASST. Q.S.

TBN

S.G ROSETE Q.A. AUDITOR

TBN

TBN ARCH’L WORKS SUPERVISOR

J.P. SUNGA

TBN

FIELD ENGINEER

FIELD ARCHITECT

FOREMAN

I.B. FABRO OPCEN QA/QC AUDITOR

SUPERINTENDENT

CIVIL WORKS SUPERVISOR

TBN

F.L DELOS REYES MEPFS CONSULTANT

N.G. DIATA MEPFS SUPERVISOR

TBN F. ENGINEER ELECTRICAL TBN F. ENGINEER MECHANICAL TBN F. ENGINEER – FIRE PROTECTION TBN F. ENGINEER – PLUMBING/SANITARY

TBN

LEGEND: SHARED

QS

XI. PROCUREMENT

PROCUREMENT STRATEGY

PROCUREMENT STRATEGY

PROCUREMENT STRATEGY

PROCUREMENT STRATEGY

PROCUREMENT STRATEGY

PROCUREMENT STRATEGY

PROCUREMENT STRATEGY

XII. ASSET MANAGEMENT

ASSET MANAGEMENT ITEMS FOR CAPEX, DESCRIPTION & BUDGETED COST ITEM 1

PARTICULARS

1. Computers

1.00

18.00

2. Projector 3. Camera 4. Clerical table 5. Clerical chair 6. Conference table and chair

1.00

8. White board 9. Aircon ( Window Type ) 10. Aircon ( Split Type ) 11. Calculators 12. SAP License 13. AutoCAD 14. Primavera

UNIT

MAT'L

EQPT

SUBCON

TOTAL

TOTAL w/o VAT

38,000.00

684,000.00

610,714.29

1.00

NO. NO.

25,000.00

25,000.00

22,321.43

1.00

2.00

NO.

8,000.00

16,000.00

14,285.71

1.00

26.00

NO.

4,000.00

104,000.00

92,857.14

1.00

26.00

NO.

3,000.00

78,000.00

69,642.86

1.00 1.00 1.00

1.00 2.00 2.00

NO. NO. NO.

10,000.00 6,000.00

10,000.00 12,000.00

8,928.57 10,714.29

1,350.00

2,700.00

2,410.71

1.00

4.00

UNIT

15,800.00

63,200.00

56,428.57

1.00

2.00

UNIT

35,000.00

70,000.00

62,500.00

1.00

10.00

PCS.

700.00

3,500.00

3,125.00

1.00

1.00

NO.

300,000.00

150,000.00

133,928.57

1.00

1.00

NO.

200,000.00

100,000.00

89,285.71

1.00

1.00

NO.

328,733.33

164,366.67

146,755.95

1,710,973.82

1,527,655.19

Services and utilities (provision, operation and maintenance)

15. Service vehicle ITEM PARTICULARS 1

QTY

Site office and office equipment (provision, operation and maintenance)

7. Filing Cabinets

2

PEAK NO.

1.00

1.00

QTY

lot

UNIT

2,400,000.00

Date Requested

TOTAL

Site office and office equipment (provision, operation and maintenance) 1. Computers (LAPTOP for PM)

1.00

NO.

Dec-13

46,500.00

XIII. CONTRACT MANAGEMENT

CONTRACT MANAGEMENT CONTRACT SUMMARY Item Description Preliminaries Fixed Lump Sum STRUCTURAL WORKS ARCHITECTURAL WORKS Prime Cost Sum ARCHITECTURAL WORKS ELECTRO - MECHANICAL WORKS Owner Supplied Materials (3% Attendance Fee) STRUCTURAL AND ARCHITECTURAL WORKS ELECTRO - MECHANICAL WORKS Total (Base Building) Add-Ons / Site Adapt Total Project Amount Professional Fees

D&B Proposal

Awarded

Projected Balance to Award

108,401,285

30,000,000

78,401,285

133,300,319 126,857,614

86,580,937.92

46,719,381 126,857,614

73,346,358 131,414,858

167,426,726 60,519,876 801,267,036 60,579,987 861,847,022 21,546,176

20,630,081.53

137,211,019 137,211,019

73,346,358 110,784,776

167,426,726 60,519,876 664,056,016 60,579,987 724,636,003 21,546,176

A/E Design and Consultant Services Fee Total Project Amount

883,393,198

137,211,019

746,182,178

XIV. OPERATING BUDGET

OPERATING BUDGET PROVISIONAL AWARD OF 137M Project Compliance Summary Part 1.0 Project Details

IS O 9 0 0 1 : 2 0 0 0 C e rt N o : C I/ 1 0 1 2 I

Project Name:

AVIDA ALTURA

SBU:

CFA (m2)

Project Location:

ALABANG, MUNTINLUPA

AVIDA

Total No. of Levels

IS O 1 4 0 0 1 : 1 9 9 6 C e rt N o : C I/ 1 0 1 2 I

Duration (mos)

29,583.29 23 LEVEL

31-May-14

Direct Cost (in PhP: Net of VAT)

Part 2.0 Project Cost Description

Materials

Labor

-

Preliminaries FIXED LUMP SUM STRUCTURAL WORKS ARCHITECTURAL WORKS PRIME COST SUM

TOTAL DIRECT COST Mark up Total With Mark Up Value Added Tax (VAT)

Total Selling Price

Equipment

-

Amount

Others

-

23,418,180.00

23,418,180.00

Adjust

Cost / GFA

-

13,225,583.89 -

27,091,692.73 -

5,740,320.84 -

19,838,959.67 16,103,965.42

65,896,557.13 16,103,965.42

1,689,042.50 -

13,225,583.89

27,091,692.73

5,740,320.84

59,361,105.09

105,418,702.55

1,689,042.50

1,901,838.96

3,895,785.41

825,458.14

8,536,126.91

15,159,209.43

242,884.31

15,127,422.85

30,987,478.14

6,565,778.98

67,897,232.00

120,577,911.98

1,931,926.82

1,815,290.74

3,718,497.38

787,893.48

8,147,667.84

14,469,349.44

231,831.22

Percentage VAT (Data Input) Total VAT

12% 1,815,290.74

16,942,713.59

12% 3,718,497.38

34,705,975.52

12% 787,893.48

7,353,672.46

12% 8,147,667.84

76,044,899.85

Total Selling Price

12% 14,469,349.44

135,047,261.42

12% 231,831.22

2,163,758.03

137,211,019.45

QS SERVICES

612,549.19

Part 3.0 Project Profit & Loss (P&L)

Gross Revenue (Direct + Mark Up)

Indirect Cost (GAE) Percentage %

4.0%

Direct Cost (Net of VAT)

Corporate Tax Percentage %

30%

Gross Operating Income (GOI)

122,509,838.79 107,107,745.06 15,402,093.74

12.57% Key Performance Indicators Conc Ratio (m3/CFA)

O H S A S 1 8 0 0 1 :1 9 9 9 C e rt N o : C I/ 1 0 1 2 I

Date:

0.500

Steel Ratio (kg/m3)

213.76

Fwk Ratio (m2/CFA)

2.04

Indirect Cost (4.0% x Gross Revenue) Ext Glass %

Net Income Before Tax (NIBT) 30%

TOR/CFA (m2)

Corporate Tax

KVA/m2

Net Income After Tax (NIAT)

4,900,393.55 10,501,700.19 3,150,510.06

7,351,190.13 6.00%

(a) (NB: VAT Exclusive) (b) ( c)=(a)-(b) (c1)=( c)/(a) (d)= % x (a) (e)=( c)-(d) (f)=% x (a) (g)=(e)-(f) (h)=(g)/(a)

XV. SUSTAINABILITY, CSR & ENVIRONMENT

SUSTAINABILITY, CSR & ENVIRONMENT • Provide segregated waste containers, waste collection and recycling services •Usage of alternative/other way that helps minimize the Debris on site, including Usage of Precast and Undergo Cut and Bend Process for Rebar. • Avoid rework as it costs money , waste of time and materials. • Paperless reporting using yahoo groups and owa (mdc email) • Minimize the use of plastic materials and chemical treatments. • Placing silt protection on drains to prevent them from clogging • Implementation of Material Recovery Facility

•Using glasses/Mugs in office instead of disposable plastic cups •Ensuring that monitors and IT equipment are switched off when not in use

*source : www.bre.co.uk; http://www.constructingexcellence.org.uk

SUSTAINABILITY, CSR & ENVIRONMENT ENVIRONMENTAL REQUIREMENTS

CONSTRUCTION LITTER & DIRT ON SIDEWALKS AND ROAD FROM TIRE TRUCKS

SUSTAINABILITY, CSR & ENVIRONMENT ENVIRONMENTAL REQUIREMENTS

VEHICULAR WASH AREA (THERE WILL BE A FAUCET THERE FOR PRESSURIZED SPRAY WASHER)

FABRICATED GARBAGE BINS

XVI. PROJECT CLOSE-OUT

End of Presentation