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2017 Projects

Singapore Project - JTC Space@ Tuas Avenue 1


Project:
JTC Space @ Tuas Avenue 1. Integrated Industrial Facility Comprising a Multi-User Industrial Facility, amenity centre, heavy vehicle parking facilities and workers’ dormitory at Tuas Avenue 1 Singapore

GPS Location: 1.323371 N; 103.659461 E

Product Type: 228 modules Customised Hybrid Prefabricated Prefinished Volumetric Construction (PPVC)

Client: Jurong Town Council, JTC Corporation

Consultant: TBA

Contractor: Tiong Seng Contractor Ptd Ltd   TS Logo

Contract Period: 2015 - 2017

Construction Status: Completed

Link: https://www.straitstimes.com/business/tiong-seng-wins-2773-million-contract-for-jtc-spacetuas
JTC Space at Tuas, Singapore.
Development sceme of JTC Space @ Tuas.
During construction of JTC Space.
Visited by Singapore DPM during construction stage.
The huge precast yard allows precast columns, staircases and walls weighing several tonnes to be produced and installed on site.
Using prefabricated pre-finished volumetric construction (PPVC), these dormitory modules are in an almost completed state when transport.
PPVC.
Lifting of a PPVC module using mobile crane.
Installation of PPVC.
Lifting of PPVC module.
DURA UHPFRC used as external wall for PPVC module.
JTC Space at Tuas, Singapore.
01/11 
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Singapore Project - Choa Chu Kang Grove Executive Condominium


Project: Proposed Executive Condominium Housing Development comprising 2 Blocks of 19-storey, 2 Blocks of 20-storey, 2 Blocks of 21-storey, 1 Block of 22-storey, 3 Blocks of 24-storey, 3 Blocks of 25-storey Residential Units ( Total = 1,327 units), 1 Block of 4  storey Multi-storey Carpark with Roof Garden, Ancillary Facilities, Swimming Pool and Basement Carpark on Lot 04982P and 04983T MK10 at Choa Chu Kang Grove (Choa Chu Kang Planning Area) 
- CCK (PBU)


GPS Location: 1.376972N, 103.751167E

Product Type: 3078 pieces Customised DURA UHPC Precast Bathroom Unit (PBU) Carcass.

Client: MCL Land (Brighton) Pte Ltd 78 Shenton Way #33-00

Contractor: Tiong Seng Contractors (Pte) Ltd

PBU Supplier: Robin Village Development Pte Ltd

Contract Period: TOP 2017

Construction Status: Completed

Link: http://www.tiongseng.com/portfolio-items/ec-at-choa-chu-kang-grove/


Sol-Acres EC.
Sol-Acres.
Lithe - DURA PBU used.
Sol-Acres EC.
1/3 
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New Bridge at Kampung Batu Papan of Gua Musang


Project: To Construct a New Bridge at Kampung Batu Papan, Gua Musang, Kelantan.


(Membina Jambatan Baru di Kampung Batu Papan, Gua Musang, Kelantan) 

GPS Location: 4.845174N; 101.946527E  

Structure Type: Single Spans 42m by 4m Wide Composite Bridge System.  

Superstructure Feature: 1 piece of DURA® UBG1750-42m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments 

Foundation Feature: 50mm dia. Spun pile (Class B)

Loading Type: HA+KEL or 30 units HB loadings

Client: JKR, Malaysia  JKR              S.O.: JKR Kesedar   JKR  
Consultant: JKR Kelantan  JKR 

Contractor: Zamri Bin Zakaria

Construction Status: Completed

Original site
Side view of existing bridge.
Soffit view of existing bridge.
Earthwork in progress.
Assembly of gantry crane at one side of the abutment.
Assembly of gantry crane.
ransporting U beam to beam launchning.
U beam ready for positioning.
Casting of in-situ concrete deck.
RC deck partial constructed.
42m UBG1750 beam completed
Completed Batu Papan bridge.
Completed Batu Papan bridge.
Completed Batu Papan bridge.
Completed Batu Papan bridge.
Original site
01/15 
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Maintenance Free and Pierless Bridge for Villager at Kg. Bongor, Perak


Project: To Construct Bridge at Sungai Peh from Kg. Bongor to Felda Bersia, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan

(Membina Jambatan di Sungai Peh di Jalan Kg. Bongor Ke Felda Bersia, Daerah Hulu Perak, Gerik, Perak Darul Ridzuan.)

GPS Location: 5.4834361N, 101.198402E

Structure Type: Single Spans 20m by 7m Wide Composite Bridge System.

Superstructure Feature: 5 pieces of DURA® IB650-20m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

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

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

Client: Jabatan Tanah Gerik Malaysia

S.O.: Jabatan Tanah Gerik Malaysia

Consultant: JPCT

Contractor: Dura Technology Sdn Bhd

Contract Period: 3 months

Construction Status: Completed        

Existing road corssing Sg Peh.
Existing pipe culvert used at Sg. Peh.
Temporary crossing using three circular culverts.
Beam launching
Five numbers of DURA IB650-18m [ositioned on abutments.
Installation of DURA left-in formwork.
Completion of installation of beam and left-in formwork.
Preparation of steel reinforcement for the RC deck (1).
Concreting of bridge decking.
Backfilling of earth behind the abutments.
GI railing installed.
Approach road tarred.
Complete Single span 20m Sg Peh Bridge.
Complete Single span 20m Sg Peh Bridge.
Complete Single span 20m Sg Peh Bridge.
Complete Single span 20m Sg Peh Bridge.
Existing road corssing Sg Peh.
01/16 
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DTSB Design and Build Rural Bridge for Land and District Perak


Project: To Construct New Bridge at Kampung Rancangan Merah, Lenggong, Perak D.R.

(Membina Jambatan Baru Di Kampung Rancangan Merah, Lenggong, Perak Darul Ridzuan.)

GPS Location: 5.222522 N, 101.071337 E

Structure Type: Single Spans 42m by 4m Wide Composite Bridge System.

Superstructure Feature: 1 piece of DURA® UBG1750-42m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 200 x 200 mm RC pile

Loading Type: HA+KEL or 30 units HB loadings

Client: Pejabat Daerah dan Tanah Hulu Perak

S.O.: Pejabat Daerah Dan Tanah Hulu Perak

Consultant: Jurutera Perunding Technology

Contractor: Dura Technology S/B

Construction Status: Completed 

Piling works at abutment A.
Lean concrete at abutments casted.
Steel reinforcement cage for abutment.
Both abutments partially constructed.
Abutments ready to receive precast beam.
Unloading DURA-UBG1750 beam segment.
Assembly of temporary supports for beam launching.
Setting of crane for beam segments positioning.
One unit 400 tonnes mobile crane used to assembly the six U-beam segments from one end of the river bank.
Positioning of first end segment using single lifting.
Positioning of second segment.
Positioning of third segment.
Positioning of fourth segment.
Installation of fifth segment.
Positioning the six last segment (end block).
Installation of PC strands into the ducts.
Stressing work in progress.
Preparation of formwork for RC decking and abutments.
Abutments constucted (1)
Abutments constucted (4)
Concreting RC deck.
Concreting approach slab.
Backfilling approach road.
Abutments coated with PU paint.
A single span UBG1750-42m U girder with cast in-situ RC deck.
Completed bridge.
Completed bridge.
Completed bridge.
Piling works at abutment A.
01/28 
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