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PROGRESS REPORT NO. 8April 2001

CONSTRUCTION SUPERVISION OF

RIZAL/ARGONAUT HIGHWAY

WIDENING AND SBF EXPRESSWAY

EXTENSION PROJECT

Cabunilas, Anfy M.Calivo, Chrislene D.

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PROJECT DATA

Construction of Rizal / Argonaut Highwayand SBF Expressway Extension

Contract Package RB-01

Existing road consisted of asphalt pavedroad with some sections showing defectsand a new construction (By-Pass section)

approx. 1.22 km

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PROJECT PROFILE 3 existing roads: from 2 to 4 lanes, aggre.

length = 4.22 km

improvement of 1.737 km existing roadsection

new construction of 1.81 km by-pass road

construction of: 6 new concrete bridges, bored pile found.,

approx. total length = 415.60 m 6 utility bridges on 4 bridge locations

relocation of affected existing public utilities

signalized intersections on 6 major junctions

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REASON FOR SLIPPAGE

Delay in the issuance of the Tree CuttingPermit

resolved only last February 15, 2001

4 month time extension subject for

approval by FAPO-PMO

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RECOMMENDATION

Mobilize more equipment

construction of bridges and by-pass

section

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PROJECT UPDATE

As of April 30, 2011:

slippage: -33.64%

actual cum. accomplishment: 15.88% sched. accomplishment: 49.520%

Revised Bar Chart/S-Curve:

slippage: -2.259%

actual accomplishment: 15.879% sched. accomplishment: 18.138%

% time elapsed: 41.228%

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CONTRACTORS

WORKACCOMPLISHMENT

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PART A. FACILITIES FOR THEENGINEER

Operations and Maintenance of FieldOffice, Laboratory, and Staff Quarters

Operation and Maintenance of ServiceVehicles

Furnishing of Progress Photographs

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PART C. EARTHWORKS

Road Section A (Basin St.Binictican Br.)

clearing and grubbing, Sta. 0+340.00Sta.

0+560.00

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PART C. EARTHWORKS

Road Section C (Boton Br.By-Pass Rd.)

excavation, common materials (Sta. 0+595

Sta 0+770)

rock embankment (Sta. 0+980Sta. 1+280)

granular materials formation (Sta. 1+586

Sta. 1+793)

laying of RCPC, various diameters construction of RCBC, Sta. 1+300.00

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PART C. EARTHWORKS

Road Section D (Boton Br.Tarlac Rd.)

removal of existing trees

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PART F. BRIDGECONSTRUCTION

Kalalake Bridge

bored pile construction at Abutment A

Installation of reinforcing steel for pile cap

at Pier 1

Removal of Structure/Obstruction

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Malawaan Viaduct

bored pile construction at Pier 5, bore hole

no. 2

installation of reinforcing steel and pouring

of concrete for Prestressed Type V AASHTO

Girders

construction craneway

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Boton 1 Bridge

bored pile construction, Abutment A

casting of Prestressed concrete girder

Malawaan 2 Bridge

preparation works for pile bent driving the

Detour Bridge

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Binictican Bridge

construction of Abutments A & B of the

Utility Bridge

construction of Detour Bridge and

Approaches

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PART G. DRAINAGE AND

SLOPE PROTECTIONSTRUCTURES

Construction of Type A Lined Canal atBasin St.Binictican Rd.

BotonBy-Pass Rd.:

excavation for pipe

structural excavation for box

laying of pipe culverts

construction of RCBC, Sta. 1+300.00

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PART I. SPECIAL PROVISIONS

Installation of concrete pedestal for streetlighting

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PART K. RELOCATION ANDINCLUSION OF PUBLIC UTILITIES

Telecom

excavation for conduits and manhole

Electrical

provision and erection of concrete electric

poles

Water Line

construction of sewage lift station

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OTHER ACTIVITIES

Cutting and bending of reinforcing barsfor bridges, culverts, and manholes

Pre-casting of street lights and streetpedestals

Pre-casting of concrete sheet piles

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PROJECTDESCRIPTION

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A. ROADWORKS 3 existing road sections: from 2 to 4 lanes

const. of a by-pass road that runs on a newalignment

SECTIONS: Basin St.Binictican Bridge(Rizal Hway, ~2.26

km) George Dewey St.Causeway St. (Argonaut

Hway, ~1.19 km)

BotonTarlac Section (Argonaut Hwayextension, ~2.34 km) BinicticanBoton Section (By-Pass Rd., ~1.22

km)

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B. BRIDGES

Kalalake Bridge (along Argonaut Hway)

47.74 m, three-span

superstructure resting on 2 bored piles

(1200mm dm. by 44 m, 1500mm dm. by 49

m resp.)

span 1: 16.00m RDG girder; span 2: 18.40

steel girder; span 3: 12.50m RCDG existing will be removed and replaced

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B. BRIDGES

Binictican Bridge (along Rizal Hway)

30.80 m, 3-span

bored piles: 1000mm by 40.0m, at piers and

400mm by 400mm precast piles, ~30.0 m

long abutments

deck is flat slab

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B. BRIDGES

Malawaan Bridge (along ArgonautHway)

25.80 m, 3-span

bored piles: 1000mm by 40.0m, at piers and

precast piles, 30.0 m long at abutments

deck is flat slab

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B. BRIDGES

Boton II Bridge (along Argonaut Hway)

40.80 m, 5-span

bored piles: 900mm by 47.0 m, at piers and

precast piles, 47.0 long at abutments

deck is flat slab

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B. BRIDGES

Malawaan Viaduct (along the By-PassRd.)

240 m, 7-span

bored piles: 1800mm by 43.0 m

prestressed concrete girders, 32 m long

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B. BRIDGES

Boton I Bridge (Along the By-Pass Rd.)

singe-span, 32.90m

bored piles: 1800mm by 44 m

prestressed concrete girders 32.0 m long

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C. CRANEWAY

made of coco logs

Malawaan Viaduct, Kalalake Bridge

(made of steel sheet piles)

Boton I Bridge (using Steel H-Piles)

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D. DETOUR ROADS ANDBRIDGES

locations:

Boton II

Malawaan II

Binictican

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E. UTILITY BRIDGES

Along:

Binictican

Boton II

Malawaan II

Kalalake

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F. UTULITIES

Water and Sewer Pipelines

Fuel Pipelines

Elecrical Poles and Cables

Telecom Cable

CATV Cables

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[2] CE 124 part 1

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