Download - CONSTRUCTION METHODOLOGY
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CONSTRUCTION SCHEDULE
EEI CORPORATION
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FENCE LAYOUT5.00m OFFSET FROM
PROPERTY LINE
Site Development Plan
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Berm and Fence Detail
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TEMFACIL Layout
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EEI Office Layout
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DCI Office Layout
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TEMFACIL Section
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FENCE
FENCE (EXISTING)
EXCAVATION ROUTE
LEGEND
Construction Site Layout
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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
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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
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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
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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
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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
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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
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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
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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
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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
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Project Status
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Project Status