CONSTRUCTION METHODOLOGY

CONSTRUCTION SCHEDULE

EEI CORPORATION

FENCE LAYOUT5.00m OFFSET FROM

PROPERTY LINE

Site Development Plan

Berm and Fence Detail

TEMFACIL Layout

EEI Office Layout

DCI Office Layout

TEMFACIL Section

FENCE

FENCE (EXISTING)

EXCAVATION ROUTE

LEGEND

Construction Site Layout

AREA 1AREA 2

Initial rebar works & formworks to start as excavation progresses towards Area 1 going to Area 3.

REBARWORKS & FORMWORKS

DIRECTION OF EXCAVATION

Foundation Construction

Concreting of footings & columns shall be by direct pouring,and backed up by Mobile Crane & Bucket.

READY MIX CONCRETE WILL BE FROM FOUR SOURCE AROUND METRO MANILA. CONCRETE WILL BE PLACED TO THE SITE BY CRANE & BUCKET

& DIRECT POURING FOR FOUNDATION.

14 MONTHS CONCRETING SCHEDULE.

AVERAGE POURING PER WEEK OF 450 CU. M.

Foundation Concreting

After pouring of footing, initial rebar works & formworks for column will start at Tower D1 & D2 as construction of footing progresses towards Tower E1 going to Tower E2

REBARWORKS & FORMWORKS

AREA 2

Completion dates of Concreting works: 3-LEVEL BASEMENT/FOUNDATION

COLUMNS:CONCRETE WORKS Upon concreting operation of columns we will use Crane & Bucket system.

Basement Column Construction

AREA 1

SOG-A596.175sqm.

APL 8’07

SOG-B596.74sqm.APL 12’07

SOG-C599.05sqm.APL 21’07

SOG-D599.05sqm.APL 25’07

SOG-E571.87sqm.APL 30’07

SOG-F571.87sqm.MAY 2’07

SOG-G600.00sqm.MAY 5’07

SOG

-J

422.08sqm.

MAY 19’07

SOG-H600.00sqm.MAY 9’07

SOG-I481.89sqm.MAY 12’07

SOG-K547.15sqm.MAY 16’07

SOG-L795.10sqm.MAY 23’07 SOG-M

483.60sqm.MAY 26’07

SOG-N795.10sqm.MAY 30’07

SOG-O795.10sqm.JUN 2’07

SOG Construction

RW-2 : CA-AAPL 13’07

RW-2 : D-AAPL 21’07

RW-2 : E-AAPL 20’07

RW-2 : D-BAPL 27’07

RW-2 : E-BAPL 28’07

RW-2 : TAMAY 5’07

RW-2 : TAMAY4’07

RW-2 : E-BMAY 12’07

RW-2 : E-CMAY 11’07

RW-2 : CA-BMAY 19’07

BSMNT 2 RetainingWall Construction

B1-A596.175sqm.

APL 24’07

B1-B596.74sqm.APL 27 ’07

B1-C599.05sqm.MAY 1’07

B1-D599.05sqm.MAY 5’07

B1-E571.87sqm.MAY 19’07

B1-F571.87sqm.MAY 23’07

B1-G600.00sqm.MAY 26’07

B1-J

422.08sqm.

JUN

9’07

B1-H600.00sqm.MAY 30’07

B1-I481.89sqm.JUN 2’07

B1-K547.15sqm.JUN 6’07

B1-L795.10sqm.JUN 13’07 B1-M

483.60sqm.JUN 16’07

B1-N795.10sqm.JUN 20’07

B1-O795.10sqm.JUN 23’07

BSMNT 1 Slab Construction

RW-1 : CA-AMAY 4’07

RW-1 : D-AMAY 12’07

RW-1 : E-AMAY 11’07

RW-1 : D-BMAY 18’07

RW-1 : E-BMAY 19’07

RW-1 : TAMAY 26’07

RW-1 : TAMAY 25’07

RW-1 : E-BJUN 2’07

RW-1 : E-CJUN 1’07

RW-1 : CA-BJUN 9’07

BSMNT 1 RetainingWall Construction

LG-A596.175sqm.MAY 22’07

LG-B472.96sqm.MAY 25’07

LG-C171.57sqm.

LG-D241.73sqm.

LG-E178.92sqm.

LG-F494.73sqm.

LG-G241.73sqm.

LG-J

422.08sqm.

JUN

30’07

LG-H237.98sqm.

LG-I125.34sqm. LG-K

404.32sqm.

LG-L506.05sqm.

LG-M466.04sqm.

LG-N795.10sqm.JUL 11’07

SOG-O795.10sqm.JUL 14’07

Lower GRD Slab Construction

TOWER D-A889.38sqm.MAY 26’07

TOWER D-B563.57sqm.JUN 13’07

TOWER E-A669.82sqm.JUN 20’07

TOWER D-B663.11sqm.JUN 27’07

TOWER D-C587.29sqm.JUL 77’07

Upper GRD Slab Construction

Project Status

Project Status