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2022 Projects

To Build a New Bridge at Kampung Pisang, Baling Using DURA IB1000-26m and DURA Railing

Project: To Construct a New Concrete Birdge at Kampung Pisang, Mukim Kupang, Baling, Kedah

 (PROJEK MEMBINA BARU TITI KONKRIT SERTA KERJA-KERJA BERKAITAN DI KAMPUNG PISANG, MUKIM KUPANG, BALING, KEDAH DARUL AMAN)

 GPS Location: 5.601386 N; 100.852434 E

Structure Type: Single Spans 26m by 3.5m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 2 pieces of DURA® IBeam1000-26m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 200mm x 200mm dia. SQ RC pile (Class B)

Loading Type: HA+ 30 units HB loadings (BD37/01)

Client: JPS Kedah

S.O.: JPS Daerah Baling

Consultant:

Contractor: Fairol Zailan Enterprise

Contract Period: 16 months

Construction Status: Completed


Abutment on progress.
Unloading DURA IB1000.
Unloading DURA IB1000.
Unloading and assembly of segments.
Launching of first DURA IB1000.
Launching of first DURA IB1000.
Positioning of DURA IB1000 onto abutment.
Last DURA IB1000 launching.
Positioning last of DURA IB1000.
Completed launching and positioning of DURA IB1000.
Completed bridge with DURA Railing.
Completed bridge with DURA Railing.
Completed bridge with DURA Railing.
Completed bridge with DURA Railing.
Completed bridge with DURA Railing.
Abutment on progress.
01/15 
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To Build a New Footbridge for SRJK (C) Pui Ying Sementa at Jalan Kapar FT005 Klang, Selangor

Project: To Construct a Pedestrian Bridge In front of SRJK (C) Pui Ying Sementa at Jalan Kapar FT 005 Klang, Selangor

 (Membina Jejantas Pejalan Kaki Di Hadapan SRJK (C) Pui Ying Semeta Di Jalan Kapar FT005 Klang, Selangor)

 

GPS Location: 3.072088 N; 101.410489 E

Structure Type: Single Spans 39.35m by 2.5m Wide UHPFRC Composite Pedestrain Bridge System

Superstructure Feature: 1 pieces of DURA® UBG1500-39.35m, with Cast In-Situ RC Deck

Substructure Feature: RC Columns

Foundation Feature: 400mm Dia. Spun Piles (Class B)

Loading Type: 5 kPa (BD37/01)

Client: JKR Malaysia JKR

S.O.: JKR Klang JKR

Consultant: Concrete Technology Consult Sdn Bhd

Contractor: Burfais Enterprise

Contract Period: 24 Months

Construction Status: Completed

Construction of pilecap.
Unloading DURA UBG1500 segmnet.
Rebar fitting for cast-in-situ feck for UBG1500.
Beam launching.
Completed footbridge.
Completed footbridge.
Completed footbridge.
Construction of pilecap.
1/7 
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To Build a New Bridge at Kampungstay Air Papan Tourism at Mersing, Johor

Project: The Proposed Construction And Completion Of Kampungstay Air Papan Tourism Development, Mersing, Johor Darul Takzim For The East Coast Economic Region Development Council (Ecerdc) (Bridge 1 & 2)

(Membina satu Jambatan Baru di Kampungstay Air Papan Tourism Di Mersing, Johor untuk East Coast Economic Region Developments Council) (Bridge 1 & 2)


GPS Location: 2.507269 N; 103.835624 E

                          2.505286 N; 103.837882 E

Structure Type: Single Spans 15m by 6.5m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 4 pieces of DURA® IBeam650-15m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 250mm x 250mm dia. SQ RC pile (Class B)

Loading Type: HA+ 30 units HB loadings (BD37/01)

Client: EAST COAST ECONOMIC REGIAN DEVELOPMENT COUNCIL (ECERDC)

S.O.: KLCC PROJEKS SDN BHD

Consultant: ARSEA CONSULTING ENGINEERS SDN BHD

Contractor: FNA Builders & Services Sdn Bhd

Contract Period:

Construction Status: Completed

 

Completed bridge 1.
Completed bridge 1.
Completed bridge 1.
Completed bridge 2.
Completed bridge 2.
Completed bridge 2.
Completed bridge 1.
1/6 
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IB650 for 20m single spans bridge at Tambunan Sabah

Project: To Construct a Concrete Bridge At Kg. Meluot Tampasak Liwan Tambunan, Sabah

(Cadangan Pembinaan Jambatan Konkrit Di Kg. Meluot Tampasak Liwan Tambunan, Sabah)

 
GPS Location: 5.816400 N; 116.491292 E

Structure Type: Single Spans 20m by 4.5m Wide UHPFRC integral beam-deck system.

Superstructure Feature: 3 pieces of DURA® IB850-20m

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 200mm x 200mm dia. SQ RC pile (Class B)

Loading Type: HA+ 30 units HB loadings (BD37/01)

Client: Jabatan Tanah Tambunan

S.O.: Jabatan Tanah Tambunan

Consultant: JPCT

Contractor: Sartini Contractor

Contract Period:

Construction Status: Completed   

Existing river and proposed bridge site.
Existing cable bridge.
RC pile used as foundation structure.
Uploading beam into the ship.
Uploading Ibeam onto the ship.
Unloading Ibeam to job site.
Three DURA Ibeam palced onto the abutment.
Deckslab of bridge.
Completed Bridge.
Completed Bridge.
Existing river and proposed bridge site.
01/10 
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The New Bridge for "Washed Away" Kampung Sawa Bridge During 2014/2015 Massive Flood.


Project: To Construct a New Bridge In Kampung Sawa, and Related Works, Hulu Perak District, Perak D.R. (Post Flood). (PERS/752/2015)


(Membina Jambatan Baru Di Kampung Sawa, Dan Kerja-Kerja Yang Berkaitan, Daerah Hulu Perak, Perak D.R. (Pasca Banjir). (PERS/752/2015)


GPS Location: 5.210554 N, 101.071142 E

Structure Type: Four Spans 45m+45m+55m+35m x 5m Wide Composite Bridge System.

Superstructure Feature: 2 pieces of DURA ® UBG2000-45m, 1 piece of DURA ® UBG2000-55m, 1 piece of DURA ® UBG2000-35m, with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments and RC piers

Foundation Feature: 300mm dia. micropiles

Loading Type: HA+KEL or 30 units HB loadings (BD37/01)

Client: KKLW    Logo KKLW                         S.O.: JKR Hulu Perak    JKR

Consultant: N/A

Contractor: Lumut Project Management Sdn Bhd

Contract Period: 24 months (from 18 Jan 2016 to 18 Jan 2018)

Construction Status: Completed
Existing bridge at Kampung Sawa was destroyed by the year 2015 Dec massive flood.
Existing bridge at Kampung Sawa was destroyed by the year 2015 Dec massive flood.
Existing bridge at Kampung Sawa was destroyed by the year 2015 Dec massive flood.
Existing bridge at Kampung Sawa was destroyed by the year 2015 Dec massive flood.
Project signboard and detail.
Demolisation of existing concrete bridge.
Demolisation of existing concrete bridge.
Construction of 300mm diameter micropiles.
Construction of 300mm diameter micropiles.
Marking of position of micropile for pier 3.
Partially constructed pier 2.
Partially constructed substructures.
Transportation of UBG2000 girder segments.
Two segments positioned.
Six segments for second span positioned.
Positioning of end segment for first span.
Two numbers of UBG2000-45m already post-tensioned.
Two numbers of UBG2000-45m already post-tensioned.
Setting up giant crane for direct beam launching for UBG2000-55m.
Setting up of crane for beam launching.
Setting of crane for beam launching.
Setting of crane for beam launching.
Lifting of UBG2000-55m (140t) using a single lifting method.
Lifting of UBG2000-55m (140t) using a single lifting method.
Positioning UBG2000-55m.
Picking up last beam (UBG200-35m).
Swinging beam to the pier positions.
Positioning the last beam across Perak river.
UBG2000-35m positioned on the abutment B.
Beam launching completed.
Completed Kg. Sawa Bridge.
Completed Kg. Sawa Bridge.
Completed Kg. Sawa Bridge.
Completed Kg. Sawa Bridge.
Existing bridge at Kampung Sawa was destroyed by the year 2015 Dec massive flood.
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