gcu.com.mygcu.com.my/.../uploads/2013/11/Geotechnical-Capability-Statement.pdf · Capability Statement GCU Main Office GCU Consultants Sdn Bhd 3F-09, IOI Business Park, Bandar Puchong

GCU

GEOTECHNICAL GEOTECHNICAL CAPABILITY STATEMENT CAPABILITY STATEMENT

Ge n e r a t i v e > C r e a t i v e > U

n i qu

e

QUALITYMANAGEMENT

SIRIM

MS ISO 9001 : 2000 REG. NO. AR 4335

QUALITYSYSTEM

Capability Statement GCU

Main Office GCU Consultants Sdn Bhd 3F-09, IOI Business Park, Bandar Puchong Jaya, 47170 Puchong, Selangor Darul Ehsan Tel : 03 – 8070 5501 Fax : 03 – 8070 5503 Contact Person : Ir EG Balakrishnan H/P No : 012 – 201 0434 Johor Office GCU Consultants (Johor) Sdn Bhd No.12-02, Jalan Molek 1/5C, Taman Molek, 81100 Johor Bahru, Johor Darul Takzim Tel : 07 – 350 7391 Fax : 07 – 350 7392 Contact Person : Ir Lee Kai Ming H/P No : 012 – 232 3806 Sabah Office GCU Consultants (Sabah) Sdn Bhd Lot B-11A-2, Block B, Pavilion Bundusan, Lorong Pavilion Bundusan 3, Jalan Bundusan, 88300 Penampang, Sabah Contact Person : Ir Amarjit Singh H/P No : 017 – 339 8479 Mechanical & Electrical GCU Consultants (M&E) Sdn Bhd E3A-03A, Neo Damansara, Jalan PJU 8/11, Bandar Damansara Perdana, 47820 Petaling Jaya, Selangor Darul Ehsan Contact Person : Narendran Naidu H/P No : 012 – 278 7974

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COMPANY PROFILE


PROFILE OF MAIN COMPANY

Name : GCU Consultants Sdn Bhd

Discipline : Geotechnical, Civil Infrastructural,

Structural and Mechanical & Electrical Engineering Consultancy

Registration No : 460942-T

Corresponding Address : Unit 3F-09, IOI Business Park, No.1 Persiaran Puchong Jaya Selatan, Bandar Puchong Jaya, 47100 Puchong, Selangor Darul Ehsan

Telephone : 03- 8070 5501

Facsimile : 03- 8070 5503

E-mail : [email protected]

Website : www.gcu.com.my

Year of Incorporation : 1998

Place of Incorporation : Kuala Lumpur

Paid-up Capital : RM1,000,000.00 Professional Indemnity : RM5,000,000.00 Insurance Coverage Bankers / Financiers : Public Bank Berhad Citibank Berhad

Ministry of Finance Registration : 465-00001892

Board of Engineers Registration : 523

Quality Management System : MS ISO 9001 : 2008; AR4335 (SIRIM) SME Corp Rating (SCORE) : 3 Star ( Year 2009)

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Table of Contents Section 1 – Company Information 1. Introduction 2. Principals & Key Professionals 3. Organisation Chart 4. Software List 5. Certificates 6. Professional Indemnity Insurance Coverage Section 2 – Geotechnical Projects 1. Project Summary 2. Project Profiles Section 3 – Curriculum Vitae (CV) 1. Ir EG Balakrishnan 2. Ir Mohd Redzuan Ahmad 3. Ir Lee Kai Ming 4. Engr Yap Boon Huat 5. Engr Sharmeelee Subramaniam

Company Profile GCU

SECTION 1

COMPANY INFORMATION

1. Introduction 2. Principals & Key Professionals 3. Organisation Chart 4. Software List 5. Certificates 6. Professional Indemnity Insurance Coverage


INTRODUCTION


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INTRODUCTION

GCU Consultants Sdn Bhd is a registered consulting firm with specialised skills in geotechnical engineering. GCU was established in the year of 1998. The firm and the key personnel have been successfully servicing the clients with a comprehensive range geotechnical engineering consulting services. GCU is registered with the Board of Engineers Malaysia and Ministry of Finance Malaysia to provide engineering consultancy services. GCU is also an ISO Certified by SIRIM and UKAS to MS ISO 9001: 2008 Quality Management Systems Standard. The foremost goal of the company is to provide quality, innovative and economical solutions for our clients. The strength of the firm lies with its well qualified and experienced staffs who are committed to achieving excellence in the profession. The Professional staff of GCU has the relevant capability and experience to undertake any major geotechnical engineering consultancy services. GCU has carried out numerous reputable jobs successfully contributing to the country’s development. We have a high frequency of repeat business indicating the client’s satisfaction in our services. GCU has the capability of providing an excellent range of geotechnical engineering consultancy services for highways, railways, airports, high-rise buildings, large commercial / industrial building mixed developments, ports, reclamation works, Oil & Gas Facilities, hill site development, other development projects and geotechnical studies. Our services are catered for a wide range of clients and projects. Our clients include civil engineering consultants, construction companies, turnkey contractors, government bodies, and various private organisations. Our areas of expertise and services provided are as follows :-

Geotechnical Investigation - Planning and Supervision. Reclamation, Dredging and Marine Engineering Works.

Foundations - Shallow and Deep Foundation Designs.

Slope Stability Analysis & Slope Stabilisation Works - soil and rock cut slopes, and fill

slopes.

Deep Excavation & Soil Retention Systems.

Ground Improvement Schemes.

Tank Foundation for Oil & Gas Facilities

Geological Mapping and Geophysical Survey Evaluation.

Forensic Engineering & Remedial works

Hillsite Development Evaluation & Approval – Terrain Mapping & Geotech Assessment

Construction Supervision.



In addition, by utilising the services of the soil investigation contractors and soil testing laboratories, we also provide ‘a one stop centre’ total geotechnical solutions for civil engineering projects. Major projects undertaken :-

RECLAMATION, DREDGING AND MARINE WORKS Sheetpiled Quay Wall & Related Wharf Facilities and Tank Foundations at Jubail

Commercial Port, Saudi Arabia for DIALOG Services Saudi Arabia Co. Ltd. New Condensate Tank and Associated facilities at Bintulu Crude Oil Terminal

(BCOT) for Petronas Carigali Sdn Bhd. Coastal Reclamation, Dredging and Marine Facility for the Independent Deepwater

Petroleum Terminal in Pengerang, Johor, Malaysia for Dialog and Vopak Asia. EXPRESSWAYS & ROADS

Besraya Eastern Extension for IJM New Pantai Expressway (NPE) for Road Builder. Guthrie Corridor Expressway (GCE) for WCT. Jalanraya Pos Betau Cameron Highland (Package 3) for Road Builder. Sg. Besi Expressway (Besraya) for Road Builder. Upgrading at TTDI and Puchong Jaya Interchange at Lebuhraya Damansara

Puchong (LDP) for Gamuda. North-South Expressway Connection for Guthrie Corridor Expressway for Guthrie. Ipoh-Lumut Expressway for MRCB (Tender Stage). Upgrading of Jalan Loke Yew Sambungan in Kuala Lumpur for NGL Builders. Construction of Cikampek – Palimanan Toll Road, Indonesia

RAILWAYS The Klang Valley Mass Rapid Transit (MRT) Project for MMC – Gamuda JV. Express Rail Link (ERL) for YTL. Railway Development (Workshop, Depot, Quarters, Training School, Etc.) at Batu

Gajah for Road Builder/ Fajar Baru. Electrified Double Track Project (Sentul – Batu Caves) for YTL. Electrified Double Track Project between Seremban and Gemas & Seremban EMU

Depot for IJM. Electrified Double Track Project (Alor Setar to Padang Besar) for MMC–Gamuda JV. Electrified Double Track Project for Keller-Bauer Consortium. Commuter Rail Service Station in KLIA for Road Builder. Proposed ERL extension to KLIA2 for YTL.

SLOPE STABILISATIONS & WALLS Assessment of all Slopes, Slope Repair at Puteri 9, Slope Strengthening at Puteri 11,

Slope Strengthening Works at Puteri 12 at Bandar Puteri Puchong for IOI Slope Repair Works at Sekolag Antara Gapi for Kementerian Pelajaran Malaysia Slope Stabilisation at Skyville, Bandar Puchong Jaya for IOI Main Drain Channelisation and Retention Pond at Mukim Peringgit for IJM.



Slope Strengthening Works for Water Tank At Damansara Perdana for MK. Repair of Collapsed RE wall using Soil Nail Wall at Bridge 16, LEKAS Expressway

for IJM. Slope Strengthening Works for Collapsed Slope at Bukit Bandaraya shah Alam for

Lebar Daun. Modular Geogrid Wall for New Road Embankment and Slope Repair Works for

number of sites New Reinforced Soil Wall for Fill Embankment and Slope Repair for number of sites. ROB 12 & 13 rectification works covering RE wall embankment and Bridge

Abutment Underpining works. Slope Repair and rehabilitation works for number of slopes at TNB transmission

tower locations throughout the country.

BUILDING FOUNDATION & BASEMENT Attorney General Office Building (4G7), Putrajaya for Road Builder. Seri Merdeka Villa, Mixed Development for Darma Hemat. IT Tower Complex in Karachi, Pakistan for IJM. Cold Storage and Warehouse in Pulau Indah for MISC Logistics. Tesco & High End Commercial Complex (Setia Avenue) in Bandar Setia Alam for SP

Setia. KLCC Tunnel Link for IJM. Foundation and Basement for Highrise Apartments at One Medini and Medini

Signature for WCT Retention system for 4 level basement for 20 storey apartments for YTL at Sri

Hartamas. Basement and Building Foundation for commercial and highrise apartments & hotel

at Bandar Bukit Tinggi for WCT. Foundation for 4 blocks of student accommodation buildings at UTM for Ahmad Zaki.

LARGE INFRASTRUCTURE PROJECTS Politeknik Banting for Yayasan GPMS. Integrated Transport Terminal at Bandar Tasik Selatan for Maju Holdings. Jusco and Commercial Development at Peringgit, Melaka for IJM / WCT. National Sewerage Treatment Plant for Erinco. Mines Golf City at Bukit Beruntung for Mines Golf City Serendah Land at Bukit development for WCT AIRPORT Upgrading of Melaka Airport at Batu Berendam for Uni-Intergrated. Mechanical & Electrical Consultancy Services for AGL to Runway, Taxiway & Apron

for Malaysia Airports Holdings Berhad in Association with Scott Wilson. Integrated Complex ( Transportation Hub) at KLIA2


PRINCIPALS & KEY PROFESSIONALS


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PRINCIPALS AND KEY PERSONNEL GCU Group has adequate technical manpower resources to undertake or support any major Geotechnical engineering consulting services.

The principals and key personnel of the GCU Group under the geotechnical department are :- Ir EG Balakrishnan

As a Managing Director of GCU Group, Ir E G Balakrishnan has more than 30 years experience, in the field of civil, structural and geotechnical engineering, both design and construction.

He holds a Degree in Civil Engineering from University of Malaya. He holds a Master Degree in Geotechnical Engineering from the Asian Institute of

Technology, Bangkok and studied under Professor A.S. Balasubramaniam. Apart from his responsibility in managing and developing the business, he is also

responsible for the geotechnical engineering activities undertaken by the firm. Ir Mohd Redzuan Bin Ahmad

As a HOD Geotechnical Department of GCU Group, Ir Mohd Redzuan Bin Ahmad has more than 18 years experience in the field of geotechnical engineering, both design and construction.

He holds a Degree in Civil & Structural Engineering from University of Sheffield, United Kingdom.

He holds a Master Degree in Geotechnical Engineering from University Teknologi Malaysia.

Ir Lee Kai Ming

As a Director of Johor Office, Ir Lee Kai Ming has more than 14 years of experience in the field of geotechnical engineering, both design and construction.

He holds a First Class Degree in Civil Engineering from University of Liverpool. He holds a Master in Business Administration from University of Sunshine Coast,

Australia.

Engr. Yap Boon Huat As a Geotechnical Engineering Manager , Engr. Yap Boon Huat has more than 21

years of experience in the field geotechnical engineering, both Design and construction work.

He holds a Bachelor of Engineering from University of Malaya. Engr. Sharmeelee Subramaniam

As a Geotechnical Engineering Manager, Engr. Sharmeelee Subramaniam has more than 17 years experience in the field of geotechnical engineering.

She holds a Degree in Civil Engineering from Karnataka Regional Engineering College, India.

She also holds a Masters Degree in Geotechnical Engineering from National University of Singapore, Singapore.


ORGANISATION CHART


ORGANISATION CHART : GEOTECHNICAL DEPARTMENT

Principal Engineering Geologist

Mohd Iradath Udie

Director

Ir Mohd Redzuan Ahmad

Engineering Manager

Yap Boon Huat

Engineering Manager

S. Sharmeelee

Principal Geotechnical

Engineer Wang Wee Jiun

Geotechnical Engineer

Muhamad Amar

Senior Geotechnical

Engineer Jason Pang Ngan Chye

Senior Geotechnical

Engineer D. Sashithren


Loo Kok Lam

Senior Geotechnical

Engineer Choong Teng Fong


Engineer Srinivasulu Komma

Geotechnical Graduate Engineer

Ho Weng Kwen


Nur Saleehah


Engineer Allan Chwee Yew Lun

Engineering Geologist

Asrizul Anuar

Engineering Graduate Geologist Nor Atiqah

Engineering Graduate Geologist Jim Danial

Geotechnical Graduate Engineer Hazwani


Elly Norissya


Mohamad Alif

Director (Johor Office)

Ir Lee Kai Ming

Engineering Geologist Kong Pei Lu

Managing Director Ir EG Balakrishnan

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SOFTWARE LIST


SOFTWARE

The firm is equipped with an excellent range of computer software to analyse even the most complex tasks in civil and geotechnical engineering. These computing power coupled with the judgement of the experienced engineers are vital in the analyses of the complex behavior of the civil and geotechnical structures. The available programs at present are: SAGE CRISP / PLAXIS (Version 9.01) Sage Crisp and Plaxis is a finite element program able to perform drained, undrained or fully coupled (Biot) consolidation analysis of two dimensional plane strain or axisymmetric solid bodies. The constitutive models included are homogeneous anisotropic linear elastic, non homogeneous isotropic linear elastic, linear elastic-perfectly plastic with Tresca, Von Mises, Mohr-Coulomb or Drucker-Prager yield criteria, Critical State based models - Cam Clay, Modified Cam Clay, and Schofield soil. WALLAP (Version 5.04) Wallap analyses a wide range of retaining wall problems including cantilevered walls, anchored walls and strutted excavations. It is suitable for the analysis of both temporary works, such as sheet pile walling, and permanent works such as reinforced concrete diaphragm walling and bored pile walls. Wallap offers conventional limit equilibrium analysis for calculation factors of safety, and also finite element analysis for calculating bending moments, displacements and strut forces. PIGLET (Version 5.1) PIGLET calculates settlement of a pile group or single pile under general loading conditions. Elastic closed form solutions for single piles and interaction factors for group. Linear variation of soil modulus with depth, separate modulus for axial and lateral loading. Piles can be raked in any direction.

SAFE Analysis and design of slab systems using the Finite Element method. SAFE is a software for integrated design of concrete slabs and basemats. SAFE is suitable to analyze and design slabs of arbitrary geometry and varying thickness, drop panels, openings with edge beams and embedded beams subjected to vertical point, line or surface loads. Column supports, wall supports, or soil supports for basemats can be modeled. Discontinuities in the slab system due to slip joints, or differences in slab elevations can also be included. WINSTABL (Version 3.0) WINSTABL is a fully integrated slope stability analysis program. It performs a two dimensional limit equilibrium analysis to compute the factor of safety for a layered slope using the modified Bishop, Janbu or spencer methods. It can handle heterogeneous soil system, anisotropic soil strength properties, reinforced slopes, nonlinear Mohr-Coulomb strength envelope, pseudo-static earthquake loading, surcharge boundary loads and automatic generation and analysis of circular, non circular and block-shaped failure surfaces. REPUTE (Version 2) Repute 2 provides a rich set of capabilities for engineers to design / analyse :Various types of single pile, using current and historical design standards (such as Eurocode 7 and BS 8004) Pile groups under generalized 3-dimensional loading, using linear and non-linear soil models. Repute considers single pile response using a variety of calculation methods for ultimate and serviceability limit states. Both traditional lumped factors-of-safety and modern partial factors can be applied in these calculations. Repute considers pile group behaviour using the boundary element method, employing the leading analytical program PGroupN (developed by and included under exclusive license from Geomarc). PGroupN provides a complete 3D non-linear boundary element solution of the soil continuum, which overcomes limitations of traditional interaction-factor methods and gives more realistic predictions of deformations and the load distribution between piles.

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INHOUSE SPREADSHEET PROGRAMS Numerous inhouse spreadsheet programs have been developed by GCU to assist in voluminous repetitious nature of computational work and parametric studies. Spreadsheet programs for the following analysis/design are available: Single pile design for all types Stone Columns Cement Columns (Deep Cement

Mixing) Piled Embankment Settlement, Surcharge Preload & PVD Load Transfer Reinforcement Anchored Soil Wall Reinforced Concrete Wall Reinforced Modular Block Wall/Slope Rubble Wall Soil Nail Gravity Wall Liquefaction OCL foundation Reinforced Concrete Design Prestressed Concrete Design Steel Design Sewer Reticulation Design


ACHIEVEMENT CERTIFICATES


REGISTRATION CERTIFICATES


PROFESSIONAL INDEMNITY INSURANCE COVERAGE

Company Profile GCU

SECTION 2

GEOTECHNICAL PROJECTS

1. Project Summary 2. Project Profiles


CURRENT PROJECT SUMMARY


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Geotechnical Current Project Summary Design Stage

No Project Title Client Commencement

Date Scope

J283 Mines Golf City at Serendah Mines Excellence

Golf Resort Berhad

March 2011

Terrain Analysis Hill Site Geotech Submission Infra support

J287 West Coast Expressway (WCE) (Perak Section 9 to 12)

West Coast Expressway Sdn

Bhd June 2011

Ground Improvement Bridge Foundation Cut Slope & Slope Stabilisation Rock Slope

J300 West Coast Expressway(WCE) Selangor Section 5,6 & 7

West Coast Expressway Sdn

Bhd February 2012

Internal Review Consultant

J343 Mixed Development at Serendah

WCT Land Sdn Bhd

May 2013

Terrain Analysis Hill Site Geotech Submission Infra Support

J355 Mixed Development at Bukit Serai, Rawang

TYL / Gamuda Land Bhd

October 2013

Terrain Analysis Hill Site Geotech Submission Infra Support

J360 Mixed Development at Serai West, Rawang

TYL / Gamuda Land

January 2014

Geotech Support for Infra

J376 Serendah Industrial WCT Land

June 2014

Terrain Analysis Hill Site Geotech Submission

J378 WCE Rimbayu IC West Coast

Expressway Sdn Bhd

June 2014 Ground Improvement

Bridge Foundation

J388 Gambang Technology Park Zaidun Leeng

October 2014 Geotech Assessment Ground Improvement Bridge Foundation




Date Scope

J389 Kulaijaya Development Phase 1 & 2

Sime Darby Property Berhad

October 2014

Terrain Mapping & Analysis Hill Site Geotech Assessment & Submission

J390

Sg Besi Lakefield Syarikat

Pembenaan YTL

November 2014

Geotech Assessment Groundwater Lowering due to Pumping

J391 Nestle Plant

Nestle Manufacturing (M) Sdn Bhd

November 2014

Geotech Assessment Groundwater Lowering due to Pumping

J392 Damansara Perdana DP17 MK Land

Holdings Sdn Bhd

November 2014


J393 Sg Penchala Residential Development

Qiana Development Sdn

Bhd

November 2014


J394 Penang LRT Gamuda Bhd /

HSSI

November 2014 Foundation Ground Treatment Retaining Structures

J395 Sabah Inanam WCT Berhad

November 2014

Geotech Assessment Building Foundation Retaining Walls Slope Stability



Construction Stage


Date Scope

J280 Alamrio Apartment Alamrio Builders

Sdn Bhd February 2011

Building Foundation Basement retention system

J285 MRT Section 1 & 2 MMC Gamuda JV April 2011

Viaduct Foundation Treatment and Foundation at Depot Walls Underpass retention system

J288 West Coast Expressway (WCE Section 4)

IJM Construction May 2011 Ground Improvement Bridge Foundation Walls

J313 Retail, Commercial, Residential & Hotel at Bandar Bukit Tinggi 2, Klang

Gemilang Waras S/B

October 2012 Foundation Basement Retention

J324 TNB Menara 156 Penang TNB February 2013 Slope Stabilisation

J328 STP at Bayan Baru, Penang Erinco Sdn Bhd March 2013 Foundation

J331 TNB Menara 21-22, KL TNB March 2013 Slope Stabilisation

J332 Residential & Commercial at S2 Heights (Phase 3), Seremban 2

Seremban Two Holdings

March 2013 Slope Assessment Earthworks support Foundation for infra

J340 TNB PMU Kota Puteri TNB May 2013 Slope Stabilisation

J348 Development at Jalan Persiaran Selangor

Magna Prima S/B June 2013 Anchored CBP wall Slope stabilization using Soil Nail

J356 Tropicana Gardens Tropicana Indah

S/B October 2013

CBP wall for Underpass Impact on MRT Piers Propose solution

J365 Skypark River Channelisation Works

Huls Engineering Sdn Bhd

March 2014 Slope Stabilisation using Soft Rocks & Geogrid




Date Scope

J379 Keller Jalan Sulaiman Keller

June 2014 Foundation Basement Retention

J383 Kg Subang Slope Vevi Renovation

August 2014 Slope Stabilisation

J384 One Gateway Klang

Lagenda Erajuta

August 2014 Foundation

J385 MRT Station 10 Entrance A MMC Gamuda JV

S/B

September 2014 Foundation

J396 RE Wall Penang Nehemiah

Reinforced Soil

December 2014

Detailed Design Foundation


COMPLETED PROJECT SUMMARY


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GEOTECHNICAL Completed Project Summary


Date Scope

J001 Cahaya – The Sanctuary Bukit Cahaya

Country Resorts May 1996 Slope

J002 ERL : Geotechnical Subconsultant

SWM/YTL May 1996

Ground Improvement Earthworks Walls Bridge Foundation

J005 2nd Ethylene, Cracker & Derivative

Erinco/OGP July 1996 Oil & Gas Facilities

J007 Sg Besi Expressway (Kg M’sia & Turf Club Bridge)

Bernaim/Road Builder

October 1996 Bridge Foundation

J009 57 Units Terrace House on Slope

IOI January 1997 Building Foundation

J010 11 storey Apartments on Lot 4589,Jalan Sentul

Rich Annexe (Fadason)

June 1997 Geotechnical Assessment Report

J011 Development of Ladang Telok Merbau, Sepang

Hong Leong June 1997 Ground Improvement

J012 Hill View Apartment at Puchong Jaya

IOI July 1997 Building Foundation Review

J013 ERL : Putrajaya Wetland Supervision

YTL July 1997 Construction Supervision

J014 Geotechnical Inspection Services of Footing Construction

Bukit Cahaya Country Resorts

August 1997 Construction Management

J015 Sg Besi Expressway (Overpass at CH13000 & Viaduct at CH15000)


December 1997 Bridge Foundation

J018 Smart School at Putrajaya Syarikat

Pembinaan Woh Heng

April 1998 Soil Nail Stabilisation

J019 Sapangar Bay Scott Wilson June 1998 Port Reclamation Ground Improvement

J023 ERL-Design Review of Ground Treatment Works

YTL November 1998 Ground Improvement

J026 ERL – Bridge Foundation Benaim March 1999 Bridge Foundation




Date Scope

J027 Manjung Power Plant Piezocone Dissipation Tests

Strata Drill August 1999 Power Plant

J029 Taman Bukit Rinching Rhombus September 1999 Forensic Investigation

J031

ERL –Caternary Poles Foundation

YTL January 2000 uary 2000 Railway Track Foundation Railway Track Foundation

J032 ERL-Foundation Advise for Bridges (Bridge 8A & 11)

YTL January 2000 Bridge Foundation

J033 Pembinaan Jambatan Batang Rajang

Bernaim March 2000 Bridge Foundation

J034 Independent Audit –Batu Pahat-Ayer Hitam-Kluang Johor

SP Setia March 2000 Geotechnical ICE for Highway

J035 Kerian Valley Development –Ph 1

MK April 2000 Ground Improvement

J036 P9 Smart School Putrajaya K&A Associates May 2000 Slope Stabilisation

J038

CRS KLIA Road Builder September 2000 Commercial Building Foundation

J039 Independent Audit –Kuala Lipis, Bentong

Molop Corporation October 2000 Geotechnical ICE for Highway

J040 Independent Audit-Jalan Gombak

TAJRI-HPRC October 2000 Geotechnical ICE for Highway

J041 Dato Dr Charles Residence SP Setia October 2000 Forensic Investigation

J043 Lingkaran Luar Butterworth Bridge Over Sg Prai

Benaim November 2000 Bridge Foundation

J044 Projek Perumahan Rakyat Seri Yakin (YTL) December 2000 Foundation Review

J045

Office Buildings at Lot 2G3, 2G4, 2G5 & 2G6, Precint 2, Putrajaya (Tender)

Road Builder January 2001 Building Foundation Basement Retention

J046 2C1, Putrajaya (Tender) Road Builder February 2001 Building Foundation Basement Retention




Date Scope

J047 National Sewage Treatment Plant Project in Malaysia

Erinco February 2001

Industrial Building Foundation Ground Improvement Deep excavation

J048 Putrajaya Convention Centre, Putrajaya (Tender)

Road Builder February 2001 Building Foundation Basement Retention

J049 Putrajaya-4G1,4G2,4G3 & 4G4 (Tender)

Road Builder April 2001 Building Foundation Ba- sement Retention

J050 Project Jalan Pos Betau-Lembah Bertam (Cameron Highlands)

Road Builder May 2001

Hill Road Soil Nail Stabilisation Rock Stabilisation Walls Bridge Foundation

J051 Thermal Oxidation Pond at Labuan

Dash Consultant May 2001 Ground Improvement

J052 Guthrie Corridor Expressway

ZKR / WCT May 2001 Ground Improvement Walls Earthworks

J053 Slope Stabilisation Works at Putra Heights

APG-Geosystems July 2001 Rock Slope Mapping & Stabilisation

J054 Independent Audit : Simpang Tiga Lee Rubber to UIA

THJV July 2001 Geotechnical ICE for Highway

J055 Electrified Double Track (Ipoh to Rawang)

Keller-Bauer Consortium

August 2001

Ground Improvement: Stone Column & Cement Columns

J056 Jimah Power Station YTL September 2001 Ground Improvement Reclamation Revetment

J059 NPE-Bridges: BR5A, 5B,6A & 6B


December 2001 Bridge Foundation

J061 Batu Caves Viaduct, Batu Caves

Bernaim February 2002 Bridge Foundation

J062 Bridge Over Sg Besut Bernaim March 2002 Bridge Foundation

J063 Penchala Link I/C Bernaim/Gamuda March 2002 Bridge Foundation




Date Scope

J064 Kangar STP Erinco March 2002 Ground Improvement Building Foundation

J067 Sg Muar Raw Water Intake Road Builder July 2002 Deep Excavation Foundation

J068

Independent Audit : Johor Bahru-Pasir Gudang

SP Setia July 2002 Geotechnical ICE for Highway

J069 Formula 1 Curcuit, Bahrain WCT September 2002 Geotechnical support

J071 NPE-Bridge BR19, BR22, BR23, & BR24


September 2002 Bridge Foundation

J073 Independent Audit : Upgrading of Kuantan By-pass

Road Builder October 2002 Geotechnical ICE for Highway

J076 Central Reclamation Phase 3, Hong Kong

Bauer November 2002 Ground Improvement

J077 CHBP Cameron (Cameron Highlands & Batang Berjuntai Hydroelectric)

Seri Meraga January 2003 Ground Improvement Earthworks

J078 Cadangan Marina Klang & Muar

Maju Holdings January 2003 Ground Improvement Building Foundation

J079 Slope Study at Bukit Indah, Ampang

SP Setia January 2003 Slope Stabilisation

J080 Lot 11099, Mukim Batu, Jln Duta, KL

Azman Lim January 2003 Ground Improvement Building Foundation

J081 Independent Audit : Rawang Bypass

Panzana Enterprise January 2003 Geotechnical ICE for Highway

J082 Maju Heart & Lung Facility, Bandar Tasik Selatan

Maju Integrated Engineers

February 2003 Building Foundation




Date Scope

J083

Independent Audit : Projek Menailtaraf Jalan Nilai-Pajam FT 3265 Seremban, N.S

Grinterra erra February 2003 February 2003 Geotechnical ICE for Highway Geotechnical ICE for Highway

J084 Bekalan Air Merbau Chondong, Machang, Kelantan

Road Builder March 2003 Deep Excavation Foundation

J088

Teluk Kalung Industrial Area

Road Builder June 2003 Slope Stabilisation

J089 Seri Merdeka (Phase 3)-6 Blocks Apartments & terrace houses

Darma Hemat June 2003 Building Foundation

J091 NSE- Connection (Bridges) PJSI September 2003 Bridge Foundation

J093 MRR2-Soil Improvement Bauer September 2003 Ground Improvement

J094 Pandan Bistari Geogrid wall

Forest Point October 2003 Geogrid Wall

J095 EDT : Kluang to JB (Preliminary)

Gamuda November 2003

Railway Track Foundation Ground Improvement Walls

J096 OGT Backup of Common Facilities, Kereteh, Terengganu

MMC Oil & Gas December 2003 Ground Improvement

J099 KLCC Tunnel Benaim /IJM March 2004 Cut & Cover Tunnel

J101 Retention Pond Under 132 KV TNB Tranmission Line

Lebar Daun April 2004 Forensic

J103 Sunway SPK Hones Azman Lim &

Associates May 2004

Rock Slope Stabilisation

J105 Bank Negara Malaysia WCT June 2004 Building Foundation Slope Stabilisation

J107 Mudi Angkasa (Proposed Residential & Commercial Dev)

Talam June 2004 Slope Stabilisation Geogrid Slopes

J108 Pantai STP : Modified Base Shimizu August 2004 Foundation




Date Scope

J109 Ampang / Shah Alam Substation

Jururunding IMK August 2004 Building Foundation Ground Improvement – Stone columns

J110 Projek Pelancongan at Tanah Rata Cameron Highlands

Forest Point September 2004 Geogrid Wall

J111 Putrajaya 4G7 Basement Road Builder October 2004

Basement retention- DW Foundation- Boredpile

J113

Mudslide at KM 303- Gua Tempurung

Zaidun-Leeng November 2004 Forensic

J114 MAS Hangar Proposal Road Builder November 2004 Foundation

J115 Bridge Foundations at Loke Yew Sambungan

Bernaim December 2004 Bridge Foundation

J117 Sg Rasau Flood Bund Unitec Team January 2005

J120 Eco-Setia Park, Geotechnical Study Precint 3

SP Setia April 2005 Building Foundation

J124 Cinere-Jagorawi Toll Road, Jakarta (Proposal)

Road Builder June 2005 Bridge Foundation Ground Improvement

J125 STP Bukit Raja (Kapar) Mecomb

Engineering June 2005 Forensic

J126 Batu Gajah KTM Workshop and Depot

Road Builder June 2005 Ground Improvement Building Foundation Track foundation

J130 Delhi Metro Tender Proposal

Road Builder June 2005 Deep Excavation Bridge Foundation

J131 Dumped Fill Along Shah Alam – Batu Arang Road

Road Builder August 2005 Forensic

J134 Upgrading of Telok Bangah Road (Part) and Panjang Road to Semi Expressway

Benaim January 2005 Bridge Foundation




Date Scope

J135 Independent Geotechnical Audit : K. Klawang Road

Majutera-Goodroad September 2005 Geotechnical ICE for Highway

J136 Taman Wawasan 4 SP Setia September 2005 Forensic – Building Distress

J137 Dump Waiter, Mahkamah Shah Alam

Perunding Bakti October 2005 Building Foundation

J139 Putrajaya 4G6 (Tender) Road Builder November 2005 Basement Retention Building Foundation

J142 Upgrading Melaka Airport, Batu Berendam, Melaka

Uni-Integrated November 2005 Airport Ground Improvement Building Foundation

J143 MISC Pulau Indah NCB/Road Builder December 2005 Building Foundation

J146 Precast Segmental Anchored Soil Wall, Lot 3086, Bandar Puchong Jaya

Geo Millennium April 2006 Anchored Precast Wall

J149 Setia Putrajaya – Apartment 15-12A & B

SP Setia May 2006 Building Foundation

J150 Precast SegmentalAnchored Wall At Kepong

Geo Millennium July 2006 Anchored Precast Wall

J152 Precast Segmental Anchored Soil Wall at Lush Development

Geo Millennium July 2006 Anchored Precast Wall

J153 Pandan Bistari Slope 1A Dr YG Tan July 2006 Geogrid Wall

J155 Integrated Transport Terminal at BTS

Maju Integrated Engineers

August 2006 Ground Improvement Building Foundation Bridge

J156 KTM Quarters & Schools Road Builder/Fajar

Baru August 2006

Building Foundation Ground Improvement

J158 Independent Checker : Templer Hills

Rentak Arena September 2006 Checker- Hillsite Development

J160 Independent Checker : Chinese School at Puchong Jaya

IOI October 2006 Checker- Hillsite Development




Date Scope

J161 Bukit Tinggi – Jaya Jusco WCT October 2006 Forensic-Pile Problem

J162 STP Shah Alam Erinco November 2006 Forensic- Settlement Problem

J163 Shah Alam West Jururunding IMK November 2006 Building Foundation

J167 Bukit Belacan Slope Repair Forest Point March 2007 Geogrid Slope

J166 EDT Project – Alor Setar to Padang Besar

MMC Gamuda JV March 2007

Ground Improvement Walls Earthworks

J168 SJMC Extension Jurutera Primareka March 2007

J169 Kasawari Slope Repair IOI March 2007 Slope Stabilisation

J175 Modular Block Reinforced Wall- New Access Road at Puchong Jaya

Geo Millennium June 2007 Geogrid Reinforced Modular Wall

J179 Slope Stabilisation at Water Tank for Saujana Triangle

MK July 2007

Slope stabilization- Soil Nail Rock Slope Stabilisation

J180 LDP 4 : Upgrading of Interchange at TTDI

Gamuda July 2007 Underpass retention- CBP & Micropile

J185 IOI 31/2 Storey Shop Office Slope Study at Puchong Jaya

IOI September 2007 Building Foundation

J186 Slope at Asenia Apartment, Bandar Puteri, Puchong

IOI September 2007 Slope Stabilisation

J187 Majestic Hotel Kuala Lumpur

YTL October 2007 ICE - Building

J188 Lake Edge YTL November 2007 Slope Stabilisation

J189 Sihanoukville Airport Cambodia

Scott Wilson November 2007 Review Consultant

J190 Lebuhraya Kajang-Seremban -Slope

WCT November 2007 Slope Stabilisation




Date Scope Project Title Client

Commencement Date

Scope

J193 Road Diversion to Tmn Merdeka Melaka (Jln Gangsa)

DNY December 2007 Ground Improvement

J194 Politeknik Banting

Yayasan GPMS JV December 2007 Ground Improvement Building Foundation

J200 Sekolah Seri Permaisuri Vast Consultant December 2007 Building Foundation

J195

12 & 24 Unit Bungalow on Slope at Bandar Puteri, Puchong (Puteri 12)

IOI December 2007

Slope Stabilisation Soil Nail & Drains

J201 Sekolah Antara Gapi Kementerian

Pelajaran Malaysia February 2008 Slope Stabilisation

J202 Modular Block Reinfored Wall at Temerloh Water Front

Geo Millennium February 2008 Geogrid Reinforced Modular Wall

J203 Penjara Sg Udang, Melaka Geo Millennium February 2008 Geogrid Reinforced Modular Wall

J204 Independent Audit : Sg Lembing Road

Lestari Nilam February 2008 Geotechnical ICE for Highway

J205 Sri Hartamas Apartment Basement

YTL February 2008 Basement Retention

J208 LEKAS CH 29000 Slope IJM April 2008 Slope Stabilisation

J212 Ground Improvement at Jusco Peringgit

WCT June 2008 Ground Improvement

J213 Ground Improvement, Main Drains, Main Road etc at Peringgit, Melaka

IJM July 2008 Ground Improvement River Channelisation

J216 IT Tower Karachi IJM August 2008 Basement Wall- Secant Boredpile Foundation

J217 Lot 583 Seri Kembangan Villa Harapan September 2008 Building Foundation

J222 Libya Airport Slope Scott Wilson November 2008 Slope Stabilisation

J223 Ecopark PH 5,6 & 8 Assessment

SP Setia November 2008 Building Foundation




Date Scope

J229 Nusa Duta Johor IJM February 2009 Ground Improvement

J230 EDT Seremban-Gemas : Temporary works

IJM February 2009 Temporary shoring

J233 Bukit Merah Kolam C MK April 2009 Slope Stabilisation

J234 Slopes rectification at IOI Resort Villa

IOI April 2009 Slope Stabilisation Soil Nail & Drains Reinforced Wall

J236

Pipe Jacking under Metramac , Maju & Besraya Expressway at Salak South

YTL April 2009 Settlement Analysis

J237 EDT Berapit Pre-Arch Tunnel

Gamuda April 2009 Forensic- Retention Wall Problem

J240 Modular Block Reinforced Wall at Balai Polis Sikamat

Negeri Roadstone /Geo Millennium

May 2009 Geogrid Reinforced Modular Wall

J242 KL Sentral Recharge Well Pintaran Aktif May 2009 Recharge Well

J243

422 Unit Condo Bandar Puteri -Slope (Puteri 11)

IOI June 2009 Slope Stabilisation Soil Nail & Drains

J244 60 Units Semi-D Slope Rectification Works

IOI June 2009 Building Foundation

J246 Slope Repair at Taman University Indah, Serdang

MPSJ June 2009 Slope Stabilisation

J247 Hyatt Hotel (Jalan Pinang) IJM Construction July 2009 Building Foundation

J248 Slope Study Bandar Puteri Flora Development August 2009 Slope Study

J249 Bunga Raya Slope Rectification

Geo Millennium August 09 Slope Stabilisation

J250 Lekas Box Culvert Distress IJM Construction September 2009 Forensic- Buried culvert

J254 EDT Taman Makmur IDE – Totalap JV October 2009 Forensic- Wall & Slope Distress




Date Scope

J252 Besraya Extension Besraya September 2009

Ground Improvement Walls Bridge Foundation River Diversion

J256 EDT Crack Houses at N3 MMC Gamuda December 2009 Forensic- House Distress

J257 Sekolah Sains Bentong Azman, Lim &

Associates December 2009 Slope Stabilisation

J258 LCCT EW01 WCT Construction

Sdn Bhd

January 2010 Ground Improvement Review Earthworks

J263 Fajar EDT Fajar Baru February 2010 Temporary Works

J266

S2 Heights (Phase 2) Seremban Two

Holdings Slope Stabilisation

J267 Jelapang Zaman Teladan

Sdn Bhd April 2010 ICE- Road

J269 KTM Bridge Klang (IGC) Omazol

Corporation S/B April 2010 ICE for Road

J270 EDT ROB 12 Alor Setar RB Perunding S/B April 2010 Bridge Foundation Ground Improvement

J272 Casa Puteri Flora Development January 2010 Forensic- Wall Distress

J274 Klang Valley MRT (Red Line)

MMC Gamuda June 2010

Scheme Design Bridge Foundation Tunnel Protection Works Underpinning

J275 BCOT Bintulu Dialog E&C Sdn

Bhd October 2010 Tank foundation

J276 Pengerang Johor Scott Wilson &

Dialog E&C October 2010

Reclamation Dredging Grooung Improvement




Date Scope

J277 LCCT IC C WCT Construction

S/B WCT Construction

S/B January 2011 January 2011

Building Foundation Building Foundation Track foundation Track foundation

J278 LCCT Terminal Building WCT Construction

S/B January 2011 Foundation Review

J281 Kelana Jaya LRT IJM Consortium February 2011 Bridge Foundation -

Tender

J282 Kemaman Supply Base HTMC Consultants

Sdn Bhd March 2011 Quay Wall

J284 LDP 5 Puchong Jaya Dasar Pintar S/B March 2011 Bridge Foundation Ground Improvement Wall

J289 Bandar Puteri 9 Slope Flora Development September 2011 Slope Stabilisation Rock Buttresses Soil Nail & Drains

J290 Langat 3 & 4 SMS Developer March 2011 Building Foundation

J291 Langat 5 SMS Developer September 2011 Building Foundation

J292 Sri Ampangan Lekas Lekas Sdn Bhd November 2011 Forensic- Building & Slope

J293 Melaka LYE Cofferdam LYE Asia Pacific December 2011 Wall Retention

J294 Megat Dewa Bridge MMC Gamuda December 2011 Forensic- Bridge

J296 LRT Intermark MGPA January 2012 Impact Study on LRT

J297 Lekas RE Wall IJM Construction March 2012 Forensic- RE Wall Repair

J298 Pump House Structural Review

Erinco Sdn Bhd March 2012 Forensic- Foundation

J301 Bukit Bandaraya Shah Alam

Lebar Daun S/B February 2012 Slope Stabilisation Soil Nail & Drains

J302 Medini 1 WCT Construction

S/B February 2012

Foundation using jack in piles Basement retention using CBP




Date Scope

J303 Vale Lumut ut Keller (M) Sdn

Bhd Keller (M) Sdn

Bhd February 2012 February 2012

Ground Improvement using Stone Column Ground Improvement using Stone Column Reclaimer foundation using bored piles Reclaimer foundation using bored piles

J304 Cahaya SPK Shah Alam Semenjang Runding

March 2012 ICE - Road

J305 Bukit Kuchai NPE Wall IJM Construction

S/B March 2012

Forensic – Wall Repair

J306 EMU Depot, Seremban IJM Construction

S/B March 2012

Foundation Ground Improvement Track foundation

J308 Plus Shah Alam Road MMSB Consult

S/B June 2012 Ground Improvement

J309 Hanjoong Perak YTL Power International

Berhad June 2012

Foundation for Power Plant

J310 Penjara Tegar Johor MMSB Consult

S/B August 2012

Terrain Analysis Slope Stabilisation Foundation

J312 High Speed Train Study KL - JB

McKinsey & Company

October 2012 Review Consultant

J314

ROB 12 & 13 (N5) EDT HSSI/GAMUDA November 2012

Bridge Underpinning Embankment Stabilisation using EPS

J315 4th Lane WCT WCT Construction

S/B November 2012 Temporary Shoring

J316 Kinta Housing PARA

Development S/B December 2012

Terrain Analysis Building Foundation

J319 Ekovest 4th Lane Ekovest Sdn Bhd December 2012 Temporary Shoring

J322 Nusa Idaman PH 7C UEM Land Bhd February 2013 Building Foundation Basement Retention Slope Stabilisation




Date Scope

J323 TNB Menara 58 Puncak Alam

TNB February 2013 ebruary 2013 Slope Stabilisation Slope Stabilisation

J325 ON Semiconductor ON Semiconductor March 2013 Wall Using EPS

J326 Deep Water Terminal (Phase 1), Kuantan

Kuantan Port Consortium /IJM Construction S/B

March 2013

Reclamation & Dredging Ground Improvement Revetment

J329 Pengerang PH2 MF URS Scott

Wilson/Dialog March 2013

SI Planning SI supervision Jetty Foundation

J330

TNB PMU132KV DAMANSARA HEIGHTS

TNB March 2013 Slope Stabilisation

J334 Raub Goldmine Raub Australian Gold Mining Sdn

Bhd (RAGM) April 2013

Bund stability Seepage Analysis Geotech Report

J335

Pengerang Deepwater Petroleum Terminal Phase 2

Dialog E&C Sdn Bhd

April 2013 FEED Design Tank Foundation Oil & Gas Facilities

J336 Basement Car Park at MSPR 3, TTDI Station

MMC-Gamuda / PSCE

April 2013

Basement wall using DW Bored Pile Foundation

J338 UTM Asrama at Kuala Lumpur

AZRB Sdn Bhd April 2013 Highrise Foundation Foundation in Limestone

J341 TNB Menara 18 Nilai TNB May 2013 Slope Stabilisation

J342 Medini Signature at Pulai, Johor

WCT Construction S/B

May 2013

Highrise building Foundation using jack-in spun piles Basement Retention using CBP

J344 MRT SSP Line MMC - Gamuda

JV May 2013

SI Supervision GIR on Underground Section

J345 EDT N4 - Cut Slope MMC - Gamuda

JV May 2013 Slope Stabilisation

J347 D'Mawar TSSC Lim/MFCB June 2013 Building Foundation

J349 KLIA Solar Farm Alaf Muda Sdn

Bhd June 2013 Foundation




Date Scope

J350 Rapid Technip SI Technip Geo

Production S/B July 2013

SI Planning SI coordination GIR for entire RAPID site

J352 Sg Long RE Wall Pemaju Kayangan

Selesa S/B July 2013 Foundation

J353 Tanjung Bin 4 Mudajaya Mudajaya

Construction S/B August 2013

Forensic- Wall Distress

J358 OUG Mart CLW Builders Sdn

Bhd November 2013

Foundation Basement Retention

J359 Underground Package of MRT SSP Line

MMC Gamuda /Aecom

January 2014

Scheme Design for Underground Section Retention system for Stations & Shafts Building Assessment & Underpining

J361 MRT V5 Temporary Works IJM Construction

S/B January 2014

Temporary strutting design

J362 Design Support for Nauer Nauer Malaysia

January 2014 All design support using geosynthetics

J363 Railway Viaduct, Subang to Skypark Terminal

Perunding RB Sdn Bhd

February 2014 Foundation for special crossings

J364

Ramp C at Kesas Highway Trans Resources Corporation S/B

February 2014 Temporary Ground Anchor Design

J367 Nehemiah Wall Nilai Adasa Enterprise April 2014 Piled Embankment Design

J368 Raub Goldmine R3 & R4 Raub Australian

Gold Mining April 2014

Slope Stability Seepage Analysis

J369 Verdana North Kiara Nehemiah Walls April 2014 Ground Improvement Design

J370 Prai Power Plant Samsung C&T

(KL) April 2014 Temporary Retention

J373 Penang Reclamation Study Gamuda

Engineering

May 2014

Reclamation Ground Improvement Revetment

J375 KVMRT Pier 57 (V7) MMC - Gamuda May 2014 Foundation




Date Scope

J377 CPTR Toll Road SKM

June 2014

Independent Checking Ground Improvement Cut Slope Culvert Foundation Bridge Foundation

J381 Taman Suria KK Majlis Perbandaran

Penampang

July 2014

Independent Failure Assessment

J387 RE Wall Honda Alor Gajah Nippon Road (M)

Sdn Bhd

September 2014

Detailed Design Foundation


PROJECT PROFILES


EXPRESSWAYS & ROADS


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(1) Expressways & Roads\(1) J270 EDT ROB 12.doc

Project Profiles

ELECTRIFIED DOUBLE TRACK PROJECT : ROAD OVER BRIDGE N3-ROB-12 (JALAN TELOK WAN JAH, ALOR SETAR)

CLIENT : Ken Keong Sdn Bhd-Pembinaan Thin Chai Sdn Bhd JV (KK-PTC JV)

TOTAL PROJECT COST (ESTIMATED) RM 20 Million

PROJECT DETAILS : The electrification of the new double tracks requires existing level crossing to be upgraded to a Road Over-Bridge (ROB). The construction of the new ROB at Jalan Telok Wan Jah, Alor Setar (referred to as N3-ROB12) was awarded by MGJV to KenKeong Sdn Bhd – Pembinaan Thin Chai Sdn Bhd JV (KK-PTC JV) under a Design and Built contract. RB Perunding Sdn Bhd (RB) was appointed by KK-PTC JV as the consultant to provide alternative design for the new bridge. GCU Consultants Sdn Bhd (GCU) was then engaged by to provide geotechnical consultancy services for the bridge foundation. Due to space constraint within the busy Telok Wan Jah road, design of single 2.8m dia bored pile was proposed for each pier. Having the large diameter boredpiles within the marine soft clay area pose challenging tasks and instrumented test pile was carried out to confirm the geotechnical design parameters of the pile.

Large 2.8m dia bored pile was adopted for the Bridge foundation


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(1) Expressways & Roads\(1) J270 EDT ROB 12.doc

SCOPE OF WORKS : The scope of geotechnical consultancy services provided include:-

f alternative pile foundation for the Road Over-Bridge on soft ground

ort.

Design & technical support during construction.

� Planning, coordination and supervision of soil investigation . � Analysis of SI results and property characterisation for geotechnical design. � Design ocondition. � Preparation of Geotechnical Interpretative Rep� Design & Planning of Instrumented Test Pile. �

Instrumented Test Piles Con re along the busy road in Alor Setar struction of the bridge superstructu


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(1) Expressways & Roads\(2) J252 Besraya Extension.doc

Project Profile

SUNGAI BESI EXPRESSWAY EXTENSION (BESRAYA EASTERN EXTENSION)

CLIENT: BESRAYA (M) Sdn. Bhd. (IJM Group)

TOTAL PROJECT COST

(ESTIMATED) RM 600 Million

PROJECT DETAILS : BESRAYA (M) Sdn Bhd is currently undertaking the proposed design, construction, completion and commission of extension of the Sungai Besi Expressway from Salak South northwards to MRR2 which is known as BESRAYA Eastern Extension. GCU Consultants Sdn Bhd (GCU) has been appointed by BESRAYA (M) Sdn. Bhd. (BESRAYA) as geotechnical consultant for this extension project.

View of completed Ikan Emas Interchange


Planning, coordination and supervision of soil investigation.

Analysis of SI results and property characterization for geotechnical design.

Geotechnical analysis & design of ground treatment involving PVD with Surcharge Preloading, stone column, and piled embankment.

Pile foundation for bridges using bored piles, RC piles & spun piles

Retaining wall covering gabion wall, sheet pile, CBP wall and strutting design.

Planning of instrumentation monitoring. Preparation of Geotechnical Assessment Report. Production of drawings for the all the geotechnical

works. Design & technical support during construction.

Construction supervision of the ground treatment works, earthworks and pile foundation works.

1A-BR2 Abutment A bored pile extension cast and RS wall installation


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ojects)\1.3 PROJECT PROFILE\(1) Expressways & Roads\(3) J087

Project Profiles NEW PANTAI EXPRESSWAY

CLIENT : Road Builder (M) Sdn Bhd

PROJECT COST (ESTIMATED) : RM 178 million

PROJECT DETAILS :

GCU was appointed as the geotechnical consultant by RB Perunding Sdn Bhd, the bridge designer, for the following nine (9) major bridges / viaducts along the expressway :-

A 1100 meters viaduct over Jalan Klang Lama.

A 500 meters bridge over Federal Highway, Sg. Klang and KTMB Rail track.

A 430 meters bridge for Kewajipan Directional Ramp.

A 300 meters bridge connecting Jalan Gasing to the New Pantai Expressway.

A 450 metes bridge connecting Kuchai Lama to Besraya Highway.

4 nos. of viaducts of 400 to 1800 meters along the expressway mainline.

SCOPE OF WORKS : GCU was responsible to cover the following scope of works under the civil works design:-

Desk study evaluation.

Planning and execution of geotechnical

investigation.

Evaluation and interpretation of geotechnical results.

Optioneering of foundation types.

Detailed analysis and design of foundation

including hand-dug large diameter caisson, driven spun piles, bored piles and micropiles.

Preparation and endorsement of all

construction drawings.

Design support during construction.

Preparations of as – built drawings.


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Project Profiles

GUTHRIE CORRIDOR EXPRESSWAY

CLIENT : Guthrie Corridor Expressway Sdn Bhd


SCOPE OF WORKS :

GCU in association with Perunding ZKR Sdn Bhd was appointed by WCT, the design and built contractor for the project, to provide the geotechnical consultancy services for the whole project. The expressway extends to about 22 km connecting the New Klang Valley Expressway at Bukit Jelutong in Shah Alam and Kuang town in Tanjung Malim..

The scope of geotechnical consultancy services provided include :-


ECT PROFILE\(1) Expressways & Roads\(4) J052 GCE.doc

Planning and execution of

geotechnical investigation. Evaluation and interpretation of

geotechnical results. Detailed analysis and design of

foundation including micropile, large diameter diameter boredpile, driven pile and soil nail.

Analysis and design of various ground treatment schemes such as surcharge preloading, partial and complete replacement, stone column and dynamic compaction.

Slope stability assessment of all slopes

along the alignment and detail design of geotechnical related stabilization schemes.

Preparation and endorsement of all

construction drawings. Construction supervision. Preparations of as – built drawings.


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Project Profiles

PROJEK JALANRAYA POS BETAU – LEMBAH BERTAM (PACKAGE 3), CAMERON HIGHLANDS

CLIENT : Hasrat Usaha Sdn Bhd / Road Builder (M) Sdn Bhd

PROJECT COST (ESTIMATED) :

RM 200 million

PROJECT DETAILS :-

GCU was appointed by Hasrat Usaha Sdn Bhd / Road Builder (M) Sdn Bhd, the design and build contractor for the proposed 19.6 km new hill road connecting the district of Cameron Highlands and Lipis in Pahang Darul Makmur.

The Project comprises of the following details :-

Ten (10) nos. of bridges including two(2)

viaducts with micropile foundation. 30,000 nos. of soil nail, horizontal sub-soil

drain with maximum 7 slopes. 160,000 m2 of slope protection using gunite

surface. 15,000 m2 of reinforced walls of height

maximum of 12m. 2000 m2 of geogrid reinforced wall. Rock toe embankment.

SCOPE OF WORKS:


Desk study evaluation. Planning and execution of

geotechnical investigation including seismic refraction survey.


Detailed slope stability analysis on cut slopes.

Detailed design of soil nail reinforced slopes.

Detailed design of fill slopes. Detailed design of geogrid

reinforced slopes. Detailed analysis and design of

micropile foundation. Preparation and endorsement of

all construction drawings. Construction supervision. Preparation of as-built drawings.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(1) Expressways & Roads\(6) J007 Besraya.doc

Project Profiles

SG BESI EXPRESSWAY (BESRAYA)

CLIENT : Road Builder (M) Sdn Bhd / Benaim (M) Sdn Bhd

PROJECT DETAIL :

The 16 km highway with 10 interchanges extends from the Istana Interchange in Kuala Lumpur to University Putra Malaysia Interchange, in Serdang Selangor. It is an alternative route for traffic from south heading north to Kuala Lumpur City Centre.

Scope of Works :

GCU was appointed as the specialist geotechnical consultant under the bridge design works and the scope comprised of the following :-

▪ Desk study evaluation ▪ Planning and execution of geotechnical investigation ▪ Evaluation and interpretation of geotechnical results ▪ Detailed analysis and design of foundation including micropile, large diameter diameter boredpile, driven pile and soil nail ▪ Preparation and endorsement of all construction drawings ▪ Construction supervision ▪ Preparations of as – built drawings.

Kg. Malaysia Bridge

The works involve shifting of the piers of the existing Kg Malaysia bridge supporting the KL – Seremban expressway to allow more space for the widening of the existing road into six (6) lanes highway. The foundation includes tension and compression micropiles with additional reinforcement to limit deflection. Instrumented micropile load test carried out

Turf Club Bridge The works involve increasing the existing span of the bridge to allow for the widening of underpass into six (6) lanes. The construction of the new span is carried out using top-down construction i.e. pier and bridge deck constructed first, followed by excavation of earth underneath the new bridge deck. Boredpile foundation in limestone with plunging column and cavity treatment and slope stabilization using soil nail were adopted.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(1) Expressways & Roads\(6) J007 Besraya.doc

Viaduct across KTMB rail track and Express Rail Link

un driven pile and jacked-in steel tubular pile.

The 500 meters long viaduct is to be constructed over existing KTMB railway line and a new ERL Line. The proposed viaduct is located at the contact zone of granite and limestone formations. A very extensive geotechnical investigation was carried out prior to and during construction to map out the presence of cavity, limestone cliff / overhang of more than 50m and the irregular ground condition. The foundation comprised of micropile, sp


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(1) Expressways & Roads\(7) J115 Loke Yew Sambungan.doc

Project Profile BRIDGE FOUNDATION AT LOKE YEW SAMBUNGAN

CLIENT : BENAIM (M) SDN BHD/NGL BUILDERS


RM 100 Million

PROJECT DETAILS :-

GCU was apponted by Benaim (M) Sdn Bhd to provide geotechnical consultancy services for the foundation design and detailing of five (5) bridges along Jalan Loke Yew.

SCOPE OF WORKS:

The scope of geotechnical consultancy services provided includes :-

Soil Investigation works in progress Desk study evaluation Planning and execution of geotechnical

investigation Evaluation and interpretation of geotechnical

results. Pile foundation optioneering Analysis and design of single pile and pile

groups for bored pile and micropile

Bored piling works in progress


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(1) Expressways & Roads\(8) J180 LDP 4 TTDI.doc

Project Profile

LDP 4 : UPGRADING OF INTERCHANGE AT TTDI INCLUDING NEW UNDERPASS

CLIENT : GAMUDA ENGINEERING SDN BHD

PROJECT COST (ESTIMATED) : RM 100M

PROJECT DETAILS :-

GCU was appointed as the geotechnical consultant for this project for the proposed upgrading of the TTDI interchange including a new underpass by Gamuda Engineering S/B .

Construction Works at the open section of the underpass SCOPE OF WORKS:



Planning and execution of geotechnical investigation


Design of retention system for the underpass comprising of braced contiguous boredpile, braced contiguous micropile, strutted sheetpile etc.

Foundation design for the bridge Ground treatment for the road embankment

including the bridge approach embankment.


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Project Profile UPGRADING WORKS FOR LEBUHRAYA DAMANSARA – PUCHONG BETWEEN PUCHONG INTAN (KM 23.8) ELEVATED INTERCHANGE AND KG. BHARU PUCHONG (KM 27.6) - PUCHONG JAYA ELEVATED INTERCHANGE (LDP 5C)

CLIENT Dasar Pintar Sdn. Bhd. (DPSB)

TOTAL PROJECT COST (ESTIMATED) RM 73.9 Million

PROJECT DETAILS

In order to ease congestion on the existing Lebuhraya Damansara – Puchong (LDP), upgrading works were carried out at the Puchong Jaya elevated interchange. DPSB was the Design and Build Contractor for the upgrading works. GCU was appointed by DPSB to provide geotechnical consultancy services with regards to foundation, ground treatment and stability of slopes.


Planning and coordination of soil

investigation (SI) works. Analysis of SI results and soil property

characterisation for design. Design of foundation for flyover

consisting of spun piles and micropiles. Design of ground treatment for flyover

approaches, RC walls and slip roads. Stability analysis at areas with slopes (for

both local and global failure conditions. Production of drawings, bills of quantities

(BQ) and Engineer’s Estimate. Technical and design support during

construction. Micropile Construction in Progress


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(1) Expressways & Roads\(10) J377 CPTR.doc

Project Profile CONSTRUCTION OF CIKAMPEK – PALIMANAN TOLL ROAD, INDONESIA

TOTAL EST. PROJECT COST USD 1.4 BILLION

CLIENT Sinclair Knight Merz (JACOBS)

PROJECT DETAILS SKM (Jacobs) Sdn Bhd has been appointed

as the Independent Checking engineer for

the proposed Cikampek - Palimanan toll

road project in Indonesia. SKM has

appointed GCU as the geotechnical

consultant to carry out the independent

checking of the geotechnical elements in

this project

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:-

a) Desk study evaluation of furnished data

b) Site visit

c) Review of available geological and

geotechnical data

d) Review of adequacy of available soil

investigation data

e) Review of the adequacy of the foundation

design for selected bridges

f) Stability analysis of cut and fill slopes

g) Review of adequacy of proposed soft soil

and expansive soil treatment methods

and associated monitoring works

h) Review of the adequacy of the proposed

foundation treatment for major culverts

with width more than 5m.

i) Prepare and submit independent

geotechnical assessment reports


RAILWAYS


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(2) Railways\(1) J274 Klang Valley MRT.doc

Project Profile KLANG VALLEY MRT PROJECT (RED LINE)

FROM SG BULOH TO SERI KEMBANGAN

CLIENT : MMC GAMUDA JV SDN BHD

TOTAL PROJECT COST (ESTIMATED) RM 20 BILLION

PROJECT DETAILS : The project was initiated by MMC-Gamuda as part of the overall MRT system for Klang Valley. The Red Line (52 km) from RRIM to Sri Kembangan was one of the three (3) lines proposed . GCU was appointed as part of the team involving Scott Wilson, ZKR, etc to provide a comprehensive study and preliminary design (70% detail) for this red line. Geology Map SCOPE OF WORKS : The scope of geotechnical consultancy services provided include:- Planning, coordination and supervision of soil investigation Analysis of SI results and property

characterisation for geotechnical design.

Preparation of geotechnical interpretative report Provide the foundation design for the elevated

sections Provide all the design parameters for the

underground section Provide foundation design for stations Preparation of all protection works for the

underground tunnel including jet grouting, compensation grouting, fissure grounting, Soil Investigation compaction grouting, etc

Preparation of all geotechnical instrumentation scheme Production of all relevant drawings and documents


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Project Profiles EXPRESS RAIL LINK (KUALA LUMPUR - KLIA)

CLIENT : Syarikat Pembenaan

Yeoh Tiong Lay Sdn Bhd (SPYTL)

PROJECT COST (ESTIMATED) : RM 2.8 billion

PROJECT DETAIL :

The 56 km high speed railway line connects Kuala Lumpur Sentral and the new Kuala Lumpur International Airport (KLIA), in Sepang. The construction of the railway line costing of about RM 2.8 billion was undertaken by SPYTL, a member of the EPC consortium for the project.

Scope of Works :

GCU has been entrusted by the EPC contractors to undertake the geotechnical consultancy services for the whole project starting from the planning, design and up to the construction stage. Our responsibility includes :-

Planning, execution and supervision of

geotechnical investigation. Evaluation and interpretation of the

geotechnical data. Design and detailing of ground

improvement schemes such as replacement with / without geotextile, partial replacement with surcharge preloading, stone column for bridge approach and sinkhole prone areas, pond reclamation.

Design and detailing of piled embankment with driven and jacked in piles.

Design and detailing of anchored sheetpile wall with permanent anchors.

Analysis and design of high cut and filled

slopes. Design and detailing of earthworks and

foundation for culverts, retaining walls and the OCL poles.

Design and detailing of protection layer (blanket layer) for the railway embankment beneath the ballast.

Full time design support during construction.

Preparations of as – built drawings. Construction Supervision


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Project Profiles

RAILWAY DEVELOPMENT AT BATU GAJAH, PERAK FOR KTMB PACKAGE 1 : WORKSHOPS AND DEPOTS

PACKAGE 2 : STAFF QUARTERS AND TRAINING SCHOOL

CLIENT :

Package 1 : Road Builder (M) Holdings Bhd

Package 2 : Road Builder-Fajar Baru JV


PROJECT DETAILS :

The Railway Development at Batu Gajah Perak by KTMB involved the construction of workshops, depots facilities and railway track siding lines, as well as staff quarters and training school. GCU was appointed by Road Builder (M) Holdings Bhd for Package 1 and Road Builder-Fajar Baru JV for Package 2 works, to provide geotechnical consultancy service for the whole project located on difficult and unfavorable ground condition. The site is located on ex-tin mine area where existing mining ponds underlain with slime need to be reclaimed for the development. Foundations need to be founded on Karstic Limestone formation.

SCOPE OF WORKS :



Planning & supervision of subsurface investigation.

Evaluation and interpretation of subsurface investigation results (Borehole & Piezocone).

Detailed analysis and design of foundation system for the buildings.

Analysis and design of various ground treatment schemes for the rail tracks, roads and building formation. The ground treatment includes: Surcharge preloading, Partial and complete removal &

replacement


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PVD with surcharge preload

Surface vibratory compaction (SVC).

Planning and design of instrumentation

ent of all

sion & design support

Preparations of as – built drawings.

monitoring scheme.

Preparation and endorsemconstruction drawings.

Construction superviduring construction.


Project Profile

ELECTRIFIED DOUBLE TRACK PROJECT (SENTUL TO BATU CAVES)

CLIENT : Syarikat Pembenaan Yeoh Tiong Lay Sdn Bhd (SPYTL)


Key Plan

RM 500 MILLION

PROJECT DETAIL :

The 7.5 km electrified high speed railway line connects Sentul to Batu Caves in Kuala Lumpur. The upgrading of the line including 2 Rail bridges, 5 road over rail bridges, 5 stations, relocation of Army Supply Depot and electrification was undertaken by SPYTL under a design and build package.

Scope of Works :

GCU has been appointed SPYTL to undertake all the geotechnical and civil consultancy services for the whole project starting from the planning, design and up to the construction stage. Our responsibility geotechnical scope includes :-

Planning, execution and supervision of geotechnical investigation. Evaluation and interpretation of the geotechnical data. Design and detailing of ground improvement schemes comprising of removal and

replacement and surface vibratory compaction in a restricted working area. Design and detailing of earthworks and foundation for culverts and retaining walls. Design and detailing of subballast for the railway embankment beneath the ballast. Design Support during construction As-built drawings

Soil Replacement at CH 7540

Surface Vibratory Compaction

Batu Caves Station

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Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(2) Railways\(5) J230 EDT Seremban- Gemas.doc

Project Profile DESIGN, CONSTRUCTION, COMPLETION, TESTING, COMMISIONING AND MAINTENANCE OF THE DOUBLE TRACK PROJECT BETWEEN SEREMBAN AND GEMAS

CLIENT IJM – Norwest Joint Venture (JV)


PROJECT DETAILS

The Ministry of Transportation, Government of Malaysia intends to upgrade the existing railway track between Seremban and Gemas from a single track to the electrified double tracking system. Keretapi Tanah Melayu Berhad (KTMB) shall be the operator for the above service and act as the Government’s representative. The Government has appointed IRCON International Limited (IRCON) as the main contractor for the project. IRCON in turn has appointed IJM – Norwest JV (JV) as their sub-contractor. GCU Consultants Sdn. Bhd. (GCU) has been subsequently appointed by JV to provide geotechnical consultancy services in regards to all temporary retention systems along the track.

SCOPE OF WORKS The scope of geotechnical consultancy services provided include:-

Review and analysis of existing SI

data. Interpretation of subsoil conditions and

development of design sub-soil models. Proposing temporary retention systems

along the viaduct areas, culverts, road and rail bridges, etc.

Analysis and design of the temporary retention systems including checking against passive failure, design of strutting system, ground anchor etc.

Analysis and design of geotextile reinforced walls, utility protection, etc.

Preparation of Geotechnical Design Reports and Design Submissions. Walers and struts being connected to

sheet piles next to existing railway track Technical support during construction.


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Project Profiles ELECTRIFIED DOUBLE TRACK PROJECT

(PADANG BESAR TO IPOH)

CLIENT :

MMC - Gamuda Joint Venture Sdn Bhd

TOTAL PROJECT COST (ESTIMATED) : RM 12.4 Billion

PROJECT DETAILS :

GCU was appointed by MMC-Gamuda JV as the geotechnical & earthworks consultant for a 66 km stretch along Kedah Line from Alor Setar to Pdg Besar for following Packages:

Package N1 – Arau to Padang Besar

Package N2 – Alor Setar to Arau

The works involved construction of embankment for high speed electrified train which mostly traversing along soft marine clay ground condition.

SCOPE OF WORKS :

The scope covered the construction of embankment until sub-ballast level including all ground treatment works, earthworks and retaining walls. The detail scope of geotechnical and earthworks consultancy services include:-

Planning, coordination and supervision of preliminary and detailed soil investigation.

Analysis of SI results and property characterisation for geotechnical design.

Ground treatment analysis & design for railway track embankment involving : Prefabricated Vertical Drains, Piled Embankment, Stone Column, Surcharge Preloading,

Piled Embankment Removal/Replacement.

Geotechnical analysis & design of permanent wall involving Cantilever RC Wall, Contiguous Bored Piles (CBP) Wall, Soil Nailed Wall; Temporary wall involving sheetpile,

reinforced geogrid/geotextile and gabion wall.

Removal & Replacement with Sheetpile


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Planning and reviewing the instrumentation monitoring works.

Preparation of Geotechnical Interpretative and Design Report.

Production of drawings and specification for the all the geotechnical works.


Planning & coordination of condition assessment survey works for the existing KTMB track embankment.

Construction supervision of the ground treatment, earthworks and retaining wall.

PVD with Surcharge Preload Stone Column


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Project Profile PROPOSED ERL EXTENSION FROM KLIA TO KLIA 2

CLIENT : Syarikat Pembenaan Yeoh Tiong Lay Sdn

Bhd


PROJECT DETAILS : The project was awarded to Syarikat Pembenaan Yeoh Tiong Lay Sdn Bhd as a turnkey contractor to design and construct the extension. GCU was appointed as the Geotechnical and Civil Consultant for this project.

SCOPE OF WORKS :


Piling Works On ERL Track Area

RC Retaining Wall Casting

Planning, coordination and supervision of soil investigation .


Ground Treatment using piled embankment with slab to support the track at the soft ground areas.

Retaining wall design for both cut and fill slope.

Foundation design of all OCL poles. Preparation of Geotechnical Assessment

Report. Production of drawings for the all the

geotechnical works. Design & technical support during

construction. Construction supervision of the ground

treatment works, earthworks and pile foundation works.


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Project Profile

DESIGN REVIEW OF TEMPORARY WORKS – CONCRETE PRE-ARCH CANOPY OF PADANG RENGAS PORTAL AT BERAPIT TUNNEL

CLIENT : MMC-GAMUDA JOINT VENTURE SDN BHD

PROJECT DETAILS :-

GCU was appointed by MMC-Gamuda JV S/B to review and advise on the proposed temporary works for the various elements in the construction of the Berapit Tunnel.

Concrete pre-arch canopy construction works

Temporary retention system at rock outcrop Thrust block for pipe jacking works

SCOPE OF WORKS:


Design Review of Temporary Works – Concrete Pre-Arch Canopy of Padang Rengas Portal at Berapit Tunnel including recommendation for the different stages of work

Checking the adequacy of the jacking pipe under the PLUS Expressway Design and detailing of the strut support system at rock outcrop area. Design and detailing of the thrust block for the pipe jacking under PLUS Expressway

using soil nail tieback. Review of the cause of settlement of Padang Rengas Portal


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(2) Railways\(9) J306 EMU Depot, Seremban.doc

Project Profile DESIGN, CONSTRUCTION, COMPLETION, TESTING AND COMMISSIONING OF THE EMU DEPOT, SEREMBAN

CLIENT

IJM Construction Sdn. Bhd. (IJM)

TOTAL PROJECT COST (ESTIMATED) : RM 119.5 Million

PROJECT DETAILS : GCU was appointed by IJM as the Geotechnical Consultant to carry out the analysis and design for the following: Ground treatment at the railway

tracks, roads and the buildings Foundation of structures

SCOPE OF WORKS : The scope of geotechnical consultancy services provided include:- Planning of SI works (boreholes,

piezocones and MPs), checking field SI data, issuing laboratory test schedules and checking SI factual reports.

Analysis of SI results and soil property characterization for geotechnical design.

Analysis and design of building foundation system using RC square piles.

Analysis and design of ground improvement works involving Removal and Replacement.

Analysis and design of temporary retention system for deep excavation works.

Provision of supervision and technical support during construction.

Production of Geotechnical Design Report, bills of quantities (BQ) and Engineer’s Estimate.


SLOPE STABILISATIONS & WALLS


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Project Profiles

SLOPE REPAIR WORKS AT SEKOLAH KEBANGSAAN ANTARA GAPI, MUKIM ULU YAM, DAERAH HULU SELANGOR, SELANGOR DARUL EHSAN

CLIENT : Kementerian Pelajaran Malaysia (KPM)

TOTAL PROJECT COST (ESTIMATED) RM 3.5 Million

PROJECT DETAILS : Slope failures and erosion had occurred within the lot boundary of SK Antara Gapi. GCU was appointed by KPM as the Geotechnical Consultant to carry out a study of the stability for all slopes within the school boundary and propose appropriate remedial and slope stabilization measures. Installation of Soil Nails and Horizontal Drains in

Progress SCOPE OF WORKS :


Preparation of Tender and Contract documents, Tender evaluation and review of Tenderers as well as involvement in other contractual matters

Planning, coordination and supervision of soil investigation (SI) works.

Analysis of SI results and soil property characterisation for geotechnical design.

Laying of Fibromat upon Completion of

Soil Nails, Horizontal Drains and Geocell


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Carrying out slope stability analysis (for both local and global failure conditions).

Design of slope stabilization and slope erosion control measures comprising of soil nails, horizontal drains, geocell and fibromat facing.

Design of geogrid reinforced wall with modular block facing, RC cantilever retaining wall and brickwall.

Design of surface drainage at the slope areas.

Production of drawings and bills of quantities (BQ) for all of the works.

Construction management of the project including provision of construction supervision, managing and checking progress of works, coordination with KPM, Jabatan Pendidikan Negeri Selangor, Pejabat Pendidikan Daerah Hulu Selangor, etc.

Brickwall and Geogrid Reinforced Wall with Modular Block Facing


Checking of claims by Contractor and preparation of payment certificates.

Geogrid Reinforced Wall with Modular Block Facing RC Cantilever Retaining Wall


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Project Profile

SLOPE STABILISATION WORKS AT SKYVILLE, BANDAR PUCHONG JAYA

CLIENT : Pilihan Megah Sdn Bhd (IOI Group)


PROJECT DETAILS : GCU Consultants Sdn Bhd were appointed to carry out a geotechnical assessment on the high weathered rock slope located in Skyville, Bandar Puteri Puchong and design the slope stabilization works.

Soil Nailing Works In Progress


Soil Investigation and evaluation Slope Stability analysis Analysis and design of soil nails Geotechnical Assessment

Report Liason with IKRAM Tender & construction drawings

Project managementSoil Nail Head Installation Design support during

construction


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(3) J244 Skyville Slope 2.doc

Project Profiles RECTIFICATION OF FAILED SLOPE USING GEOTEXTILE IN BANDAR PUCHONG JAYA

CLIENT : Pilihan Megah Sdn Bhd (IOI Group)


PROJECT DETAILS : GCU Consultants Sdn Bhd was appointed to carry out a geotechnical assessment on a failed slope in Bandar Puchong Jaya and to propose suitable remedial measures. A geotextile reinforced slope was built as part of the slope rectification. Failed Slope

SCOPE OF WORKS : The scope of geotechnical consultancy

services provided include:- Geotechnical Analysis Design of wrap around geotextile reinforced

slope Production of tender and construction

drawings

Slope rectification works in progress

Project Management Design support during construction

Construction Drawing

Slope rectification works in progress


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(4) J213 Peringgit Pond Wall.doc

Project Profile COMMERCIAL DEVELOPMENT, MUKIM PERINGGIT, MELAKA MAIN DRAIN CHANNELISATION & RETENTION POND

Completed Condition

CLIENT : Unggul Senja Sdn Bhd (IJM Land)


PROJECT DETAILS : GCU Consultants Sdn Bhd were appointed to carry out a geotechnical analysis and design of the proposed drainage channel at the

oundary of the site.

Drainage channel construction in progress

b

COPE OF WORKS :


perty characterisation

ermanent concrete struts for the drainage

on pond.

s. Design & technical support during construction.

S

Planning and coordination of soil investigation. Analysis of SI results and pro for the geotechnical design

Geotechnical analysis & design of permanent sheetpile wall with pchannel.

Slope analysis and design for the retenti Planning of instrumentation monitoring. Preparation of Geotechnical Assessment Report. Production of drawings for the geotechnical work


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(5) J179 Water Tank Saujana Triangle.doc

Project Profile SLOPE STRENGTHENING WORKS FOR WATER TANK (T3 – 2.2 Mg) CONSTRUCTION AT DAMANSARA PERDANA FOR SAUJANA TRIANGLE SDN BHD

CLIENT Saujana Triangle Sdn. Bhd. (STSB)


PROJECT DETAILS The existing slopes were required to be cut to steeper gradient and strengthened to enable the construction of the water tank. GCU was appointed by STSB as the Geotechnical Consultant to carry out a study of the slopes and propose the required slope strengthening measures as well as ground treatment for the tank area.

SCOPE OF WORKS


Construction of Soil Nails, Horizontal Drains and Guniting in Progress

Planning and coordination of soil investigation (SI) works. Analysis of SI results and soil property characterisation for geotechnical design. Slope stability analysis (for both local and global failure conditions). Design of slope strengthening measures comprising of soil nails, horizontal drains,

rock bolts, concrete buttress, rock face dentition and gunite wall. Design of ground treatment for water tank, RC walls, etc. Geotechnical instrumentation planning and instrumentation monitoring data review. Production of drawings, bills of quantities (BQ) and Engineer’s Estimate for SI works

and slope strengthening works. Design and technical support during construction.


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Project Profile

SLOPE STRENGTHENING WORKS FOR 24 UNIT BUNGALOWS AND 12 UNIT BUNGALOWS AT BANDAR PUTERI 12 FOR FLORA DEVELOPMENT SDN BHD

CLIENT Flora Development Sdn. Bhd. (FDSB)


PROJECT DETAILS Cutting and strengthening of the existing slopes were required to enable the construction of the bungalows. GCU was appointed by FDSB as the Geotechnical Consultant to carry out a study of the slopes and propose the required slope strengthening measures.

SCOPE OF WORKS


Construction of Soil Nails, Horizontal Drains and Guniting in Progress

Planning and coordination of soil investigation (SI) works. Analysis of SI results and soil property characterisation for geotechnical design. Slope stability analysis (for both local and global failure conditions). Design of slope strengthening measures comprising of soil nails, horizontal drains,

and gunite wall. Geotechnical instrumentation planning and instrumentation monitoring data review. Production of drawings, bills of quantities (BQ) and Engineer’s Estimate for SI works

and slope strengthening works. Design and technical support during construction. Preparation of Geotechnical Assessment Report and other reports/submissions.



Project Profile SLOPE STRENGTHENING WORKS AT THE PARTIALLY COLLAPSED RETAINING WALL AREA AT BANDAR PUTERI 9, PUCHONG, MUKIM PETALING, DAERAH PETALING, SELANGOR DARUL EHSAN

CLIENT

Flora Development Sdn. Bhd. (FDSB)


PROJECT DETAILS A portion of the existing retaining wall at Bandar Puteri 9 had collapsed. GCU was appointed by FDSB as the Geotechnical Consultant to carry out an overall study of the slopes along the retaining wall and propose the required long term strengthening measures for the slopes and retaining wall. Construction of Rock Buttress and Installation of

Soil Nails and Horizontal Drains in Progress SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Planning and coordination of immediate measures to address the collapsed

portion of the retaining wall. Planning and coordination of soil investigation (SI) works. Analysis of SI results and soil property characterisation for geotechnical design. Slope stability analysis (for both local and global failure conditions). Design of slope strengthening measures comprising of soil nails, horizontal drains

and rock buttress. Geotechnical instrumentation planning and review of the instrumentation

monitoring data. Production of drawings, bills of quantities (BQ) and Engineer’s Estimate for SI

works and slope strengthening works.



Design and technical support during construction. Coordination of progress meetings and attendance of meetings organized by

Authorities and other parties. Liaison with Kumpulan IKRAM, MPSJ, JPS and other Authorities/parties. Checking of claims by Contractor and preparation of payment certificates. Review of existing drainage system and design of alternative drainage system.

Completed Soil Nails with Nail Heads

Construction of Rock Buttress after Soil Nail Works


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Project Profile SOIL NAIL WALL DESIGN FOR COLLAPSED RE WALL AT BRIDGE 16 OF LEBUHRAYA KAJANG-SEREMBAN (LEKAS)

CLIENT : LebuhrayaKajang-Seremban (LEKAS)

TOTAL PROJECT COST (ESTIMATED) RM 600 Thousand

PROJECT DETAILS : A collapsed Reinforced Soil Wall was noticed at Abutment A of Bridge 16 at LEKAS highway. LEKAS appointed GCU to provide independent review on the probable cause of failure of the RS Wall and carry out the remdial design works required to rectify the failed RS Wall using soil nail wall system.

SCOPE OF WORKS : Soil Nailing works in progress


Planning, coordination and supervision of soil investigation.

Completed Soil Nail Wall


Geotechnical analysis & design of the Soil Nail Wall and Structural Gunite.

Planning of instrumentation and monitoring. Preparation of Independent Assessment

Report. Preparation of Design Report for Soil Nail

Wall. Production of drawings for the Soil Nail

Wall works. Design & technical support during

construction. Construction supervision of the Soil Nail

Wall.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(9) J301 Bukit Bandaraya Slope.doc

Project Profile SLOPE STRENGTHENING WORKS AT THE PARTIALLY COLLAPSED SLOPE AT JALAN GUNUNG NUANG, U11/9C, PHASE 1B, BUKIT BANDARAYA SHAH ALAM

CLIENT : LEBAR DAUN DEVELOPMENT SDN BHD

TOTAL PROJECT COST (ESTIMATED) RM 650 Thousand

PROJECT DETAILS : Following the partial collapse, LEBAR DAUN has appointed GCU as the Geotechnical Consultant to carry out an overall study of the slopes area and propose long term slope strengthening measures on the failed slopes and overall slopes. SCOPE OF WORKS :


Work in Progress

Planning, coordination and supervision of

soil investigation. Analysis of SI results and property

characterisation for geotechnical design. Geotechnical analysis & design of the Soil

Slope Strengthening works with Soil Nails and Structural Gunite.

Planning of instrumentation and monitoring. Preparation of Assessment Report on

Failed Slope. Preparation of Geotechnical Design Report

for Slope Strengthening Works. Production of drawings for the Slope

Strengthening works. Design & technical support during

construction. Completed Soil Nail & Gunite Slope Construction supervision of the Slope

Strengthening Works.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(10) Modular Walls.doc

Project Profile MODULAR WALL GEOGRID REINFORCEMNET FOR NEW EMBANKMENT AND SLOPE REPAIR WORKS

PROJECT DETAILS Modular Block with geogrid reinforcement have been design for new embankment and aslo at slope rectification works. This scope has been carried out for the specialist contractors who undertake the works under a design and build scheme.

PROJECTS 1. Access Road at Bandar Puchong

Jaya 2. Temerloh Water Front 3. PenjaraSgUdang 4. Sikamat Polis Quarters 5. Kuantan 6. Kementah Polis Quarters 7. Bunga Raya Slope Repair 8. PandanBistari Slope Repair


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(10) Modular Walls.doc

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Interpretation of the available SI

data Design of the modular block walls

and the geogrid reinforcement. Preparation of the construction

drawings showing the extent and full details of the walls.

Preparation of the specification and quantities.

Design support during Construction


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(11) Reinforced Soil Wall.doc

Project Profile REINFORCED SOIL WALL FOR FILL EMBANKMENT AND SLOPE REPAIR WORKS

PROJECTS 1. Skyville, Bandar Pucong Jaya 2. Lush Development, Putrajaya 3. Kepong Industrial Park for

Innoverse

PROJECT DETAILS Reinforced Soil Walls using anchored system have been designed for new embankment and also at slope rectification works. This scope has been carried out for the specialist contractors who undertake the works under a design and build scheme.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(11) Reinforced Soil Wall.doc

SCOPE OF WORKS


Interpretation of the available SI

data Design of the Reinforced Soil

Wall covering internal design, external stability and overall stability.

Preparation of the construction drawings showing the extent and full details of the walls.

Preparation of the specification, calculations and quantities.



Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(12) Raub Goldmine R25North.doc

Project Profile GEOTECHNICAL STUDY FOR UPGRADING OF R25 NORTH TAILING STORAGE FACILITY FOR RAUB AUSTRALIAN GOLDMINING SDN BHD, BUKIT KOMAN, RAUB, PAHANG DARUL MAKMUR

PROJECT BRIEF

Raub Australian Gold Mining Sdn Bhd (RAGM) has upgraded and commissioned the expanded gold recovery facilities at Bukit Koman, Raub in Pahang in Quarter 4, 2011. Further to this plant expansion RAGM is upgrading the existing R25 North Tailings Storage Facility (R25 North TSF) and R1SF after re-mining, to store retreated tailings with a capacity to impound about 1.4 years of tailings produced from the expanded facility.

PROJECT DETAILS GCU Consultants Sdn Bhd (GCU) was engaged by RAGM to undertake this project which included carrying out site investigation and geotechnical assessment for R25 North TSF. The civil design drawings and specifications based on site investigation and geotechnical assessment information were also prepared by GCU.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(12) Raub Goldmine R25North.doc


Planning and coordination of Soil Investigation Works Interpretation of the available SI data Preparation of geotechnical database and geotechnical modelling Design of the earth containment bund wall covering the stability aspect of the slopes

and seepage effect to the adjacent Sg Koman and to other sides of the wall. Preparation of the base of the impoundment to minimize the seepage effect. Preparation of the submission drawings showing the extent and details of the walls. Preparation of the Geotechnical Assessment Report


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(13) J319 EKOVEST PLUS 4th Lane Widening.doc

Project Profile NORTH - SOUTH EXPRESSWAY (PLUS) PROPOSED FOURTH LANE WIDENING (PACKAGE D) BETWEEN NILAI (U) INTERCHANGE (KM 285.6) AND NILAI (KM 280.4)

CLIENT : Ekovest Construction Sdn Bhd

(EKOVEST)

TOTAL PROJECT COST (ESTIMATED) : RM 100 Million

PROJECT DETAILS : GCU was appointed by EKOVEST as the Geotechnical Consultant to carry out the analysis and design for some temporary retention systems along culverts, VBCs and retaining walls. GCU also was involved in the analysis and design of an alternative permanent soil nail slope.

SCOPE OF WORKS : The scope of geotechnical consultancy services provided include:- Analysis of SI results and soil

property characterization for geotechnical design.

Analysis and design of temporary retention system for deep excavation works. Temporary retention systems consist of either strutted or cantilever sheet piles.

Slope stability analysis (for both local and global failure conditions).

Analysis and design of permanent slope strengthening with soil nails, horizontal drains and structural guniting.

Provision of technical support during construction.

Production of Design Submissions, Construction drawings, etc.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(14) J315 WCT PLUS 4th Lane Widening.doc

Project Profile NORTH - SOUTH EXPRESSWAY (PLUS) PROPOSED FOURTH LANE WIDENING (PACKAGE E) BETWEEN NILAI (KM 280.4) AND SEREMBAN (KM 258.5)

CLIENT WCT Berhad (WCT)


PROJECT DETAILS GCU was appointed by WCT as the Geotechnical Consultant to carry out the analysis and design of all temporary retention systems along culverts, VBCs and retaining walls. GCU also was involved in the analysis and design of some permanent alternative structures.

SCOPE OF WORKS



Analysis and design of temporary retention system for deep excavation works. Temporary retention systems consist of either strutted or cantilever sheet piles.


Analysis and design of permanent structures:

Slope strengthening with soil nails, horizontal drains and guniting.

RC drains acting as retaining structure.

Provision of technical support during construction.

Production of Design Submissions, Construction drawings, etc.


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Project Profile

CLIENT MMC Gamuda JV

ROB 12 & ROB 13 EDT RECTIFICATION WORK

PROJECT DETAILS GCU was appointed by MMC GAmuda as the Geotechnical Consultant to carry out design for rectification work on ROB 13 bridge abutment B and ROB 12 & 13 approach embankment supported on stone columns.

SCOPE OF WORKS: The scope of geotechnical consultancy services provided include:- Collection and gathering of all the

relevant information on the embankment and abutment initial design.

Analysis of the available SI results and soil property characterization for geotechnical design.

Proposed suitable rectification work using extended piled embankment and Expanded Polystyrene (EPS) to solve the distress at the embankment area.

Study the distress of the bridge abutment area and proposed rectification work using underpinning with additional piles and extension of pile cap.

Design of piled embankment and EPS thickness to be applied on the embankment by calculating the remaining settlement and stresses due to EPS application.

Design of the underpinning works using different types of piles consist of micropiles and reinforced concrete piles.

Geotechnical instrumentation planning and review of the instrumentation monitoring data.

Production of drawings and bills of quantities (BQ) for the rectification works

Design and technical support during construction.

12 & ROB 13 EDT Rectification Work.doc


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(16) J243 Puteri Hills Slope Strengthening.doc

Project Profile SLOPE STRENGTHENING WORKS FOR PUTERI HILLS TOWNVILLA (PUTERI 11)

CLIENT Flora Development Sdn. Bhd. (FDSB)


PROJECT DETAILS GCU was appointed by FDSB as the Geotechnical Consultant to carry out an overall study of the existing slopes and propose the required long term strengthening measures for the slopes.

SCOPE OF WORKS :


Planning and coordination of soil investigation (SI) works.



Design of slope strengthening measures comprising of soil nails and horizontal drains.

Geotechnical instrumentation planning and review of the instrumentation monitoring data.

Production of drawings, bills of quantities (BQ) and Engineer’s Estimate for SI works and slope strengthening works.


Coordination of progress meetings and attendance of meetings organized by Authorities and other parties.

Liaison with Kumpulan IKRAM, MPSJ, and other Authorities/parties.

Checking of claims by Contractor and preparation of payment certificates


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(17) J010 Beaufort Tenom Railway.doc

Project Profile KAJIAN BAGI KERJA-KERJA PEMULIHAN UNTUK MENGAWAL KEJADIAN TANAH RUNTUH DAN HAKISAN TEBING SUNGAI BAGI PENJAJARAN SEMULA LANDASAN KERETA API NEGERI SABAH DARI BEAUFORT KE TENOM (SUB-CONSULTANT FOR GEOTECHNICAL & GEOLOGICAL ASSESSMENT WORKS).

CLIENT : KEMENTERIAN PENGANGKUTAN MALAYSIA

PROJECT COST (ESTIMATED) : Feasibility Study

PROJECT BRIEF

GCU Consultants Sdn Bhd was engaged as the sub-consultant under HLA Associates for the Geotechnical and Geological Study. The feasibility study is for the rectification of the frequently eroded and failed slopes and upgrading of existing Beaufort to Tenom railway operated by Sabah Railway. The alignment traverse along the challenging Crocker and Temburong geological formation.

Sample Terrain Slope map generated from LiDar survey

SCOPE OF WORKS

Planning, contract administration, coordination and supervision of soil investigation works. Evaluation and interpretation of soil investigation & laboratory testing results. Geotechnical evaluation of the existing hill slopes & riverbank slope along the existing track. Coordination of the Geological Mapping & rock slope stability assessment in Crocker &

Temburong Formation. Design of slope protection / rehabilitation measures & retaining structures along the proposed

alignment. Evaluation of soft ground condition along proposed alignment and recommendation on ground

improvement techniques. Evaluation & recommendation on foundation system for rail bridges & viaducts. Preparation of Geotechnical Assessment Report & scheme design drawings


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(17) J010 Beaufort Tenom Railway.doc

Geological Mapping of the Slopes Along the Beaufort-Tenom Rail Line


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(18) J370 Prai Power Plant.doc

Project Profile RETENTION SYSTEM FOR THE CIRCULATING WATER DISCHARGE OUTFALL STRUCTURE AT PRAI COMBINED CYCLE GAS TURBINE POWER PLANT, PULAU PENANG

TOTAL EST. PROJECT COST RM 400,000

CLIENT Samsung C&T (KL) Sdn Bhd

PROJECT DETAILS

Samsung C&T (KL) Sdn Bhd (SAMSUNG) undertakes the construction of circulating water discharge outfall structure at the Prai Combined Cycle Gas Turbine Power Plant, Pulau Pinang. SAMSUNG appointed GCU as the geotechnical consultant to design the temporary retaining wall and internal strutting to support excavation for circulating water discharge outfall structure.

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Interpretation of the available

SI data Analysis and design of

temporary sheet pile design. Detailed design for steel

walers and internal struts to support the wall during excavation.

Check basal heave and stability of the excavation in marine clay.

Preparation construction drawings.

Submit geotechnical design report.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(19) TNB Slope Repair Projects.doc

Project Profile

SLOPE REPAIR AND REHABILITATION FOR THE FOLLOWING AREAS:-

MENARA T58, TALIAN ATAS KPAR-KULN, PUNCAK ALAM, SELANGOR

MENARA T156, TALIAN ATAS TMGR-BTGH, PENANG DAMANSARA HEIGHTS, KUALA LUMPUR

MENARA T18, TALIAN ATAS BBNL-NLAI, NILAI IMPIAN, NEGERI SEMBILAN

MENARA T21-T22, TALIAN ATAS KULE-SGBT, SELAYANG, KUALA LUMPUR

PMU KAWASAN PERINDUSTRIAN KOTA PUTERI, JOHOR

TOTAL PROJECT COST RM 5.0 Million

CLIENT Tenaga Nasional Berhad

PROJECT DETAILS GCU has been appointed as the Geotechnical Consultant to propose slope rectification works for the above sites and suggest long term measures to ensure the slopes are stable.

Among the measures adopted throughout the site are, installation of soil nails of various lengths, horizontal drains, slope drainage and guniting as surface protection measure. We are also the supervising consultant for the above works during the Construction Stage.

TNB Menara T18, Nilai

SCOPE OF WORKS


Planning and supervision of Soil Investigation (S.I.) and survey works.

Interpretation of the available S.I. data.

Carry out slope stability analysis.

Propose slope stabilization measures and slope drainage.

Preparation of tender and construction drawings showing the slope strengthening measures and slope drainage layout.


Design support and supervision during Construction.

Certification of the completed works.

TNB Menara T56, Puncak Alam

TNB Menara T21&22, Selayang


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(20) V5 Temporary Works.doc

Project Profile CONSTRUCTION AND COMPLETION OF VIADUCT GUIDEWAY AND OTHER ASSOCIATED WORKS FROM MALURI PORTAL TO PLAZA PHOENIX STATION

CLIENT IJM Construction Sdn Bhd

PROJECT DETAILS IJM Construction Sdn Bhd has undertaken the construction and completion of viaduct guideway and other associated works from Maluri Portal to Plaza Phoenix Station. IJM appointed GCU as the geotechnical consultant for this project responsible for geotechnical elements, namely temporary works for four (4) nos. of Piers.

SCOPE OF WORKS


SI data Design of the Temporary

retention system comprising sheetpile, struts and waler.

Preparation of the construction drawings showing the sheetpiles, strutting and waler details.

Preparation of the design calculation.

Design support during Construction.


Project Profile FOUNDATION DESIGN FOR PROPOSED REINFORCED EARTH (RE) WALL PROJECTS:

a) CADANGAN PEMBANGUNAN YANG MENGANDUNGI KEDIAMAN DI ATAS LOT 2881, MUKIM CHERAS, DAERAH HULU LANGAT UNTUK TETUAN ONE VENTURES CONSTRUCTION SDN BHD.

b) CADANGAN PEMBANGUNAN BERCAMPUR UNTUK MENDIRIKAN BANGUNAN DI ATAS LOT 13865, MUKIM BANDAR NILAI UTAMA, DAERAH SEREMBAN, UNTUK TETUAN ADASA ENTERPRISE SDN BHD.

c) PROPOSED CONDOMINIUM ON LOTS 1574, 1575 & 1221, OFF JALAN SEGAMBUT, KUALA LUMPUR UNTUK TETUAN NEHEMIAH WALL SDN BHD.

d) CADANGAN MEMBINA TEMPAT LETAK KERETA PDI DI ATAS SEBAHAGIAN LOT 5001, BERSERTA SATU UNIT JAMBATAN YANG BERHUBUNG DARI KOMPLEKS KILANG SEDIAADA DI ATAS LOT NO. 5032, HICOM PEGOH INDUSTRIAL PARK, MUKIM PEGOH, DAERAH ALOR GAJAH, MELAKA UNTUK TETUAN NEHEMIAH WALL SDN BHD.

e) CADANGAN PEMBANGUNAN DI ATAS LOT 48, 3563, 3627 & 4166, DAERAH TIMUR LAUT PULAU PINANG UNTUK TETUAN NEHEMIAH WALL SDN BHD.

TOTAL EST. PROJECT COST RM 5.5 Million

CLIENTS Nehemiah Wall Sdn Bhd Adasa Enterprise Sdn Bhd One Ventures Construction Sdn Bhd

PROJECT DETAILS Clients appointed GCU as the Geotechnical Consultant to carry detailed design for RE wall foundation.

Penang Segmental Wall

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Interpretation of the available SI data

and carry out additional soil investigation.

Design of piled embankment and transition piles to support RE Wall.

Design of ground treatment using Remove and Replace (R&R) method for the RE Wall.

Carry out settlement analysis to check the wall settlement.

Carry out stability analysis to check external stability of the RE wall.

Preparation of construction drawings for wall foundation.

RE Wall for Honda Malaysia, Alor Gajah

Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(21) J352 J367 J369 J387 J396 RE Wall.doc


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(22) J381 Taman

Project Profile INDEPENDENT GEOTECHNICAL ASSESSMENT FOR TAMAN SURIA DISTRESS PROBLEM, MAJLIS DAERAH PENAMPANG, KOTA KINABALU, SABAH.

CLIENT Majlis Daerah Penampang (MDP) Sabah

PROJECT DETAILS Sinar Pembangunan Sdn. Bhd. (SPSB) developed the four-storey buildings and the area experiencing severe ground movement and settlement. Majlis Daerah Penampang (MDP) has appointed GCU as the independent Geotechnical Consultant to carry out preliminary assessment on the distress.

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Visual inspection and site

mapping for the crack lines. Review of available soil

investigation report, survey and foundation drawings.

Review of strengthening works and assessment report prepared by others.

Independent interpretation of the provided information and data.

Investigation the possible causes of the ground movement.

Suria KK.doc


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(3) Slope Stabilisation & Walls\(23) J364 Ground Anchor at Kesas Ramp C.doc

Project Profile

GROUND ANCHOR AT PERSIARAN KEWAJIPAN RAMP TO KESAS HIGHWAY

TOTAL EST. PROJECT COST RM 250 Million

CLIENT Trans Resources Corporation Sdn. Bhd.

PROJECT DETAILS

To enable the construction of pile cap P226 and P225 for the Kelana Jaya LRT Line Extension works, temporary road diversion along Persiaran Kewajipan Ramp to KESAS highway needs to be carried out. The works involved the erection of temporary sheet pile wall and installation of ground anchor to enhance the proposed retention system. Traffic will travel along the widen Ramp retained by the sheet pile wall. The Main Contractor, Trans Resources Corporation Sdn. Bhd. (TRC) has engaged GCU Consultants Sdn. Bhd. (GCU) to provide consultancy services for recommendation of the ground anchor length required to be installed at site based on the provided soil investigation data and drawings by Lead Consultant, Minconsult Sdn. Bhd.

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Interpretation of the SI Data. Design of ground anchor length. Advise on the construction

aspects. Recommendation on and

acceptance of the confirmatory testing.

Technical support during construction.

View of the completed Anchored Retaining Wall

View of the completed Ground Anchors Anchored sheetpile wall next to the ‘cofferdam’ for the LRT pier’s foundation


BUILDING FOUNDATION & BASEMENT


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(1) J111 Putrajaya 4G7.doc

Project Profiles NEW ATTORNEY GENERAL OFFICE IN PRECINT 4, PUTRAJAYA

CLIENT :

Road Builder (M) Sdn Bhd


PROJECT DETAILS : Putrajaya Holdings Sdn Bhd is proposing to construct a new Attorney General Office in Precint 4, Putrajaya. The proposed office comprises of a 16 storey office tower, a 10 storey podium block with 3 basements.

SCOPE OF WORKS : GCU was appointed by Road Builder (M) Sdn.Bhd. as the geotechnical consultant for the foundation and basement works. The scope of geotechnical consultancy services provided include:-

Plan additional soil investigation program. Analysis and evaluation of the SI data. Design and detailing of the alternative single bored system and diaphragm wall. Design and detailing of the temporary retention system using Island Cut Method, internal strutting, strutting against completed structure Design and detailing of the plunging columns including connection details with the beams. Analysis of the instrumented data on the diaphragm wall Modelling of the entire excavation and the surrounding CUT tunnel to determine the antipicated deformation and design all the necessary precations. Preparation and endorsement of the necessary drawings, design document and reports Provide design support during construction.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(2) J070 Merdeka Villa.doc

CADANGAN PEMBANGUNAN BERCAMPUR SECARA PENSWASTAAN

MERDEKA VILLA AMPANG

CLIENT : Darma Hemat Sdn Bhd


PROJECT DETAILS : The project is a construction of six (6) blocks of 10 to 16 storey building consisting of 999 unit of low to medium cost apartment, developed jointly by a private developer and the Selangor State Government. The entire blocks were designed as shear wall structure adopting the wall form concept / system.

GCU was appointed by DHSB as the geotechnical consultant for the project covering from the planning, design and construction stages. The site, formerly a squatter settlement area, is located on ex-mining land in Ampang, Selangor Darul Ehsan. A detailed geotechnical investigation was carried out to assess the suitability of the site for the development and to optimize the selection of the foundation system to be adopted. The findings of the geotechnical investigation and a careful study of the whole site, has enable the client and consultant to arrive at a safe yet economical foundation system.

SCOPE OF WORKS :

The services provided include the following :-

Planning and execution of geotechnical investigation.


Detailed analysis and design of foundation system for the building.

Detailed analysis and design of ground improvement for the whole site especially for the infrastructure facilities.

Preparation and endorsement of construction and as-built drawing.

Supervision of construction works.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(3) J216 IT Tower Karachi.doc

Project Profile IT TOWER COMPLEX, KARACHI, PAKISTAN

CLIENT IJM Construction Sdn. Bhd. (IJM)


PROJECT DETAILS

The City District Government of Karachi had awarded the construction of the 48 storey IT Tower Complex in Gulshan-e-Iqbal Town, Karachi to IJM. IJM subsequently appointed GCU to analyze and design the permanent secant pile wall and temporary strutting and anchoring system required for the construction of the tower.


Review of existing SI data. Analysis of SI results and soil property

characterisation for design. Design, detailing and production of

drawings for the secant pile wall. Analysis, design and production of

drawings for the temporary strutting system, ground anchors, etc.

Technical and design support during construction.

Review of method statements and alternative design/methods submitted by the Contractor.

Details of the Secant Pile Wall and Temporary Strutting


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(4) J302 One Medini.doc

Project Profile CADANGAN MEMBINA DAN MENYIAPKAN 2 BLOK PANGSAPURI 29 TINGKAT SERTA 4 TINGKAT TEMPAT LETAK KERETA DAN LAIN-LAIN DI MUKIM PULAI, DAERAH JOHOR BAHRU

CLIENT:

WCT Construction Sdn Bhd


PROJECT DETAILS: The project was awarded to WCT Construction Sdn Bhd under Design and Build contract for the construction of 29 storey aparment with complete infrastructure facilities. GCU was appointed as the Geotechnical Consultant for this project.

SCOPE OF WORKS :


Analysis of SI results and property characterisation for geotechnical design. Geotechnical analysis & design of CBP wall Pile foundation design on for both Tower block and Commercial Villa. Due to hard ground

combination of preboring and driven spun pile was adopted. Planning of instrumentation monitoring. Preparation of Geotechnical Design Report. Production of drawings for the all the geotechnical works Design & technical support during construction.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(4) J302 One Medini.doc


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(5) J205 Sri Hartamas Condo.doc

Project Profile CADANGAN PEMBANGUNAN 2 BLOCK PANGSAPURI 20 TINGKAT (160 UNIT), TEMPAT LETAK KERETA 4 TINGKAT, KEMUDAHAN PENDUDUK DAN TEMBOK PENAHAN DI ATAS LOT 48629 (F2), JALAN SRI HARTAMAS 3, KUALA LUMPUR

Completed Condition

CLIENT Syarikat Pembinaan Yeoh Tiong Lay Sdn Bhd (YTL)

PROJECT DETAIL GCU Consultants Sdn Bhd was appointed to carry out a geotechnical analysis and design of the temporary and permanent CBP retaining wall for the construction of 4-storey basement of a two (2) blocks of 20 storey condominium tower. Construction of the basement was carried out by “bottom-up” method. Due to the depth of excavation and retained height involved, some of the cantilevered CBP walls were changed to anchored or strutted CBP Wall.


Design and detailing of the CBP wall

temporary and permanent works including anchor and temporary strutting system.

At areas where space was limited, soil nail was introduced to replace the anchors.

Preparation of Geotechnical Design Report.

Technical support during construction, including revision to design due to site constrain.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(6) J313 4C2 Klang SE.doc

Project Profile

RETAIL & COMMERCIAL DEVELOPMENT IN BUKIT TINGGI, KLANG

CLIENT : Gemilang Waras Sdn Bhd


PROJECT DETAILS This project involves the construction of a retail and commercial development in Bukit Tinggi, Klang. The proposed development comprises of a four (4) and nine (9) storey commercial blocks with adjoining 2 storey retail blocks connected by a 1 storey basement. The project site is located on soft Klang Marine Clay.

SCOPE OF WORKS GCU was appointed by Gemilang Waras Sdn Bhd as the geotechnical consultant for the foundation and temporary works for the construction of the basement. The scope of geotechnical consultancy services provided include:-

Plan additional soil investigation Analysis and evaluation of the SI data. Design and detailing of the alternative jack-in spun pile system. Advise on earthwork platform on soft clay to prevent sinking of jack-in machine Design and detailing of the temporary retention system using temporary sheet piles,

and analysis of the installed instrumentation along the temporary sheet pile

on and endorsement of the necessary drawings, design documents and

Provide design support during construction.

temporary soil berm and strutting against the completed slab Review wall Preparati reports


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(6) J313 4C2 Klang SE.doc


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(7) J338 UTM Complex.doc

Project Profile CONSTRUCTION OF MIX DEVELOPMENT CONSIST OF 4 STUDENT BLOCKS WITH 7 LEVELS OF PODIUM AND CARPARKS AT JALAN MAKTAB, UTM, KUALA LUMPUR


CLIENT Ahmad Zaki Sdn Bhd

PROJECT DETAILS Ahmad Zaki Sdn Bhd undertake the construction of the mix development complex (student hostel) which consist of 4 blocks of apartment and 7 levels of podium as well as other amenities under a design and built scheme. This will provide a complete accommodation experience to the students. AZSB appointed GCU as the geotechnical consultant for this project responsible for the foundation design of the structures.

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Proposed additional SI and

supervised the SI work. Interpretation of SI results

and submit geotechnical report.

Detailed design of foundation bored piles.

Preparation of foundation specifications and quantity take-off.

Preparation construction drawings.

Design of temporary works during construction stage.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(8) J342 Medini Signature.doc

Project Profile CADANGAN MEMBINA BANGUNAN BERSTRATA YANG MENGANDUGI 1 BLOK PANGSAPURI 28 TINGKAT, 1 BLOK PANGSAPURI 32 TINGKAT, RUANG SERBAGUNA, PEJABAT PENTADBIRAN, 2 TINGKAT TEMPAT LETAK KERETA ARAS TANAH DAN LAIN-LAIN DI MUKIM PULAI, DAERAH JOHOR BAHRU


CLIENT WCT Construction Sdn Bhd

PROJECT DETAILS

The project was awarded to WCT Construction Sdn Bhd under Design and Build contract for the construction of 2 blocks of 28 and 32 storey apartments with complete infrastructure facilities. GCU was appointed as the Geotechnical Consultant for this project.

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Analysis of SI results and

property characterisation for geotechnical design.

Analysis of SI results and property characterization for geotechnical design.

Geotechnical analysis and design CBP Wall.

Planning of instrumentation monitoring.

Preparation of Geotechnical Design Report.

Production of drawings for all the geotechnical works.



Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(4) Building Foundation & Basement\(9) J379 Keller Sulaiman.doc

Project Profile TEMPORARY WORKS FOR THE BASEMENT CONSTRUCTION AT LOT 3370, SECTION 41, JALAN DEWAN SULTAN SULAIMAN, BANDAR KUALA LUMPUR, DAERAH KUALA LUMPUR, WILAYAH PERSEKUTUAN KUALA LUMPUR

TOTAL EST. PROJECT COST (TEMPORARY WORKS) RM15 Million

CLIENT Keller (M) Sdn Bhd

PROJECT DETAILS Keller (M) Sdn Bhd has been engaged by Prestige Mega (M) Sdn Bhd to carry out the design and construction of the temporary retention system for the construction of the permanent RC basement wall. GCU has been engaged by Keller to provide support on the design of the geotechnical works.

SCOPE OF WORKS


a) Desk study evaluation of

furnished data

b) Site visit

c) Review of available

geological and soil

investigation data

d) Check on the design of the

temporary retention system

using Deep-Soil Mixing and

Contiguous Bored Pile Wall

e) Design of the temporary

retention system using

strutting

f) Design of waler for temporary

ground anchors


LARGE INFRASTRUCTURE PROJECTS


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(5) Large Infrastructure\(1) J194 Politeknik Banting.doc

Project Profiles

CADANGAN PEMBANGUNAN POLITEKNIK BANTING UNTUK KEMENTERIAN PENGAJIAN TINGGI

CLIENT : Yayasan GPMS UNI-Integrated

Construction Sdn Bhd - JV


PROJECT DETAILS : The project was awarded to Yayasan GPMS and Uni-Integrated Construction Sdn Bhd – JV (YGU) under Design and Build contract for the construction of new polytechnic with complete infrastructure facilities. GCU was appointed as the Geotechnical Consultant for this project.

Original Site Condition – Oil Palm Estate on Soft Marine Clay Ground


PVD in progress

Planning, coordination and supervision of soil investigation .


Geotechnical analysis & design of ground treatment involving PVD with Surcharge Preloading.

Pile foundation design on soft ground condition.

Planning of instrumentation monitoring. Preparation of Geotech Assessment Report. Production of drawings for the all the

geotechnical works. Design & technical support during construction. Construction supervision of the ground

treatment works, earthworks and pile foundation works.


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Project Profiles

INTEGRATED TRANSPORT TERMINAL, BANDAR TASIK SELATAN, KUALA LUMPUR

CLIENT :

Maju Integrated Engineers Sdn. Bhd.


PROJECT DETAILS : This project was awarded to Maju Holding Sdn. Bhd., the design and build contractor for the construction of the following facilities :- Vehicular Link Bridge from MRR2 Besraya Access Link and Trumpet Interchange Dedicated Road and Ramps Around the

Terminal Bus Holding Area Long Term Car Park Main Terminal Building Pedestrian Link Bridge Maju Integrated Engineers Sdn Bhd (MIE) is the C & S consultants for this project and GCU Consultants Sdn Bhd (GCU) have been appointed by MIE as the geotechnical engineering consultants for the ground treatment works for the entire site and the foundation works for the Main Terminal Building.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(5) Large Infrastructure\(2) J155 ITT BTS.doc

SCOPE OF WORKS : The scope of geotechnical consultancy services provided include:- Desk study and site reconnaissance.

Planning and execution of geotechnical investigation.


Optioneering of foundation types and ground treatments.

Detailed analysis and design of building foundation, wall foundation, ground

treatment for bridge approach, embankments, roads and infrastructure facilities.

Foundation design covers boredpile including cavity probing,& cavity treatment in

limetone bedrock, driven spun piles

Ground treatment covers piled embankment, complete replacement, preload

surcharge, etc

Walls include reinforced soil walls, contiguous boredpile wall, etc


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(5) Large Infrastructure\(3) J213 Peringgit GT.doc

Project Profile COMMERCIAL DEVELOPMNET, MUKIM PERINGGIT, MELAKA

MAIN BUILDING AREAS & WIDENING OF EXTERNAL MAIN ROAD

Completed Condition CLIENT :

Unggul Senja Sdn Bhd (IJM Land)


PROJECT DETAILS : GCU Consultants Sdn Bhd was appointed as the geotechnical consultant for the proposed development on soft ground.

SCOPE OF WORKS :


Initial Site Condition

Installation of PVD Dewatering Wells Planning, coordination and supervision of soil investigation . Analysis of SI results and property characterisation for geotechnical design. Geotechnical analysis & design of ground treatment involving PVD with

Surcharge Preloading. Design of ground improvement using pile embankment and R?R for the main

road widening. Planning of instrumentation monitoring. Pile foundation design on soft ground condition. Preparation of Geotechnical Assessment Report. Production of drawings for the geotechnical works. Design & technical support during construction.


Y:\1.0 CAPABILITY STATEMENT\1. Geotech 2015\SECTION 2 (Projects)\1.3 PROJECT PROFILE\(5) Large Infrastructure\(4) J047 Sewage Treatment Plants Malaysia.doc

Project Profile NATIONAL SEWAGE TREATMENT PLANT PROJECT IN MALAYSIA

CLIENT : ERINCO

PROJECT COST (ESTIMATED) : RM 200 Million

PROJECT DETAILS :-

GCU was appointed as the geotechnical consultant for the construction of the Pantai Sewage Treatment Plant in Kuala Lumpur and the South Klang Valley CSTF Plant in Klang, Selangor. Completed South Klang Valley CSTF

SCOPE OF WORKS:

The scope of geotechnical consultancy services provided include :- Pantai Sewage Treatment Plant Design and detailing of the diaphragm wall for the 21 m excavation (in alluvial

deposit) with internal strutting for the pumphouse. Preparation and endorsement of design drawings, calculations and reports Design support during construction.

South Klang Valley CSTF Plant Design and detailing of ground improvement scheme using surcharge preload

with PVD Review of temporary structure design Advise on foundation and earthwork Preparation and endorsement of design drawings, calculations and reports Design support during construction.

Construction of diaphragm wall with internal strutting for pumphouse at

Pantai STP

Strutted excavation at South Klang Valley CSTF


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Project Profile OVERALL GEOTECHNICAL ASSESSMENT FOR MINES GOLF CITY, BUKIT BERUNTUNG

CLIENT : Mines Golf City Sdn. Bhd. (MGC)


PROJECT DETAILS GCU was appointed by MGC as the Geotechnical Consultant to carry out the geotechnical assessment of the entire site. The scope includes proposing required long term strengthening measures for the slopes and foundation design.


Carrying out detailed geological terrain mapping including slope classification mapping, construction suitability mapping, etc.



Analysis and design of proposed slope strengthening measures.

Production of Geotechnical Assessment Report, bills of quantities (BQ) and Engineer’s Estimate.

Carrying out submissions and liaison with JMG, Kumpulan IKRAM, JKR Cawangan Cerun and other Authorities.

Obtaining necessary approval from Jawatankuasa Kawasan Sensitif Alam Sekitar Selangor (JKSAS).


RECLAMATION, DREDGING & MARINE WORKS


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ENGINEERING CONSULTANT SERVICES FOR SHEET-PILED QUAY-WALL & RELATED WHARF FACILITIES AND TANK FOUNDATIONS FOR THE PROPOSED JUBAIL OFFSHORE SUPPLY BASE AT JUBAIL COMMERCIAL PORT, SAUDI ARABIA

CLIENT : Dialog Services Saudi Arabia Co. Ltd.


PROJECT DETAILS :

Dialog Services Saudi Arabia

Company Limited (Dialog Saudi), a

subsidiary of Dialog Group Berhad is

developing an integrated offshore supply

base, called Jubail Supply Base, at the

Jubail Commercial Port (JCP), Kingdom

of Saudi Arabia. The initial phase of the

Project is sited on a 34,500 m2 of land

located in a sheltered basin within the

JCP.

Installation of Sheetpile for Quaywall at Reclamation Area in Progress

Dialog Saudi has appointed GCU

Consultants Sdn Bhd as the

Engineering Consultant for the proposed

Sheet-Piled Quay-Wall and related Wharf

facilities Dredging works in progress


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SCOPE OF WORKS :


ies

e reinforced

d Quay-Wall & related Wharf

pact of seismic forces on Sheet

bail Commercial

n preliminary “T-Channel”

gs for the all the

uding

ials

ly

vers, Annex Building & Pipe supports.

Preliminaries conceptual design proposal consists of preliminarreport, design criteria, drawings, etc

Detail design and provide detail of Sheet Pile system for Wharf, Bollards, Fenders, Anchoring system, Toe Protection, Marine Corrosion Protection system including Coating, Cathodic Protection and the associated concrete structure including thconcrete capping beam.

Geotechnical Site Investigation reports and assess the design parameters for Sheet-Pile

Inst edSheetpile Quaywall in Progress allation of Tie Rod for the Anchor

Facilities. Seismic assessment of soil liquefaction

and imPiles.

Review Offshore Bathymetric and Hydrographic survey reports and other available existing JuPort (JCP) site data..

Feasibility of proposed OSV Access and Barthing Channel Design for Vessels manervering and movement based o

concept. Production of drawin

Construction of the Quaywall Capping Beam and Bollard Foundation in Progress

geotechnical works. Dredging Works of the OSV Access /

Berthing Channel, incl

recommended Dredging Method. Establish Dredged Mater

Management and Disposal system. Infrastructural design of the supp

base consisting of road and drainage Structural design of the Operating

Platforms, Access & Cross O

Completed Water-front Quay-wall Structure


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Project Profiles EPCC FOR NEW CONDENSATE TANK PROJECT AT BINTULU CRUDE OIL TERMINAL (BCOT)

CLIENT:

DIALOG E&C SDN. BHD.


PROJECT DETAILS : Petronas Carigali Sdn Bhd intends to constructs a new large diameter (66m) and high condensate tank (22m) at Bintulu Crude Oil Terminal (BCOT). Dialog E&C Sdn Bhd (DECSB) has been awarded the project under design and build package. Dialog E&C Sdn Bhd (DECSB) has appointed GCU Consultants Sdn Bhd (GCU) as the Geotechnical Consultant for the project.

SCOPE OF WORKS :

The scope of geotechnical consultancy services provided include:- Planning, review and proposal of soil

investigation. Preliminary study for condensate tank and

degassing boot foundations. Tank foundation Optioneering covering stone

column, CMC, geotextile reinforced, pile, etc Design of foundation for condensate tank and

degassing boot tank supporting a 1m diameter and 29m high column structure.

Geotechnical analysis & design of ground treatment.

Preparation of Geotechnical Assessment Report.

Production of drawings and documents complying with relevant local standards for all the geotechnical works.



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Construction supervision of the ground treatment works, earthworks and pile foundation works.


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Project Profiles

THE INDEPENDENT DEEPWATER PETROLEUM TERMINAL IN PENGERANG, JOHOR, MALAYSIA

CLIENT : Dialog E & C Sdn Bhd/Scott Wilson (M)

Sdn Bhd.


PROJECT DETAILS : Dialog E & C and Vopak Asia Pte Ltd (DECL) are proposing to develop an Independent Deepwater Petroleum Terminal at Pengerang, Johor, Malaysia. Scott Wilson (SW) has been appointed by DECL to provide design and procurement services relevant to Site Preparation Works (reclamation and dredging works) and the Marine Facility (trestle and jetty structures) for Phase 1 and Phase 2. SW has appointed GCU Consultants Sdn. Bhd. (GCU) to provide geotechnical consultancy services for the reclamation area and Marine Facility. SCOPE OF WORKS : The scope of geotechnical consultancy services provided include:-

Preparation of tender documents for the soil investigation (SI) works package.

Coordination and supervision of SI works. Checking/review of factual reports, claims, etc.

submitted by SI Contractors. Interpretation of subsoil conditions and development of

design sub-soil models for both the reclamation area and the Marine Facility.

Design of ground improvement for the existing sub-soil at the reclamation area as well as treatment (compaction) of the reclaimed fill materials.

Carrying out slope stability analysis (for the reclaimed fill and surcharge).

Geotechnical Assessment on Tank Foundation Planning of geotechnical instrumentation. Preparation of various interpretative and assessment

reports. Exploratory Borehole being

carried out from a Jack-up Platform Production of drawings and bills of quantities (BQ)


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Project Profile STACKER/RECLAIMER FOUNDATION SYSTEM AT VALE MALAYSIA, MANJUNG, PERAK

CLIENT : VALE MALAYSIA MANUFACTURING SDN

BHD


PROJECT DETAILS : The project was awarded to Keller (M) Sdn Bhd under Design and Build contract for the construction of new Stacker/Reclaimer Foundation System for thr Iron Ore Storage Facility . GCU was appointed as the Geotechnical Consultant for this project. SCOPE OF WORKS :

Bored Piling works in progress

The scope of geotechnical/structural consultancy services provided include:-

Stone Column installation progress

Ground treatment design at iron ore storage facility using stone columns and excavate and replace.

Reclaimer foundation system using bored piles.

Review of the impact of the iron ore storage facility towards the reclaimer foundation system.

Review of the reinforced beam design for the reclaimer.

Design of embedded parts on reclaimer beams and conveyor foundations.

Design of piled, shallow and raft for conveyor foundations.

Endorsement of drawings for all the foundation and structural works related to stacker/reclaimer foundations.


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Project Profiles

REFINERY AND PETROCHEMICAL INTERGRATED DEVELOPMENT (RAPID) IN PENGERANG, JOHOR, MALAYSIA

Geological Map at RAPID Pengerang Typical Pile Length Contour at Storage Tank Area

CLIENT : Petronas/Technip Malaysia

TOTAL PROJECT COST (ESTIMATED) RM 60 Billion

PROJECT DETAILS : Petroliam Nasional Berhad (Petronas) is proposing to develop a Refinery And Petrochemical Integrated Development (RAPID) at Pengerang, Johor, Malaysia. The site is located at West Pengerang about 90 km south-east of Johor Bahru in Malaysia. The proposed development encompasses land size of 2607 hectares comprises of a crude oil refinery with a refining capacity of 300,000 barrels per day, a naphtha cracker with a combined annual production capacity of approximately 3 million tonnes of ethylene, propylene, C4 & C5 olefins and further development of other petrochemical complexes. SCOPE OF WORKS :

The scope of geotechnical consultancy services provided include:- Preparation of geotechnical assessment to EC7 for: -

- Material Off Loading Facilities (MOLF) - Stream Cracker Complex - Refinery Process Area - Refinery Storage Area - Petrochemical Area - Utility & Non Process Building Area - Haulage Road

The geotechnical assessment include: - - Soil interpretation - Liquefaction assessment - Ground improvement assessment - Shallow foundation assessment - Deep foundation assessment - Tank foundations assessment - Slope stability assessment.


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Project Profile

FEED FOR DEEPWATER TERMINAL FACILITY FOR RAPID AT PHASE 2A, PENGERANG, JOHOR


CLIENT : DIALOG E&C SDN. BHD (DECSB)

PROJECT DETAILS DECSB intends to develop Phase 2A site in Pengerang comprising of Oil Storage Facilities, Pump Stations, Pipe Racks and Pipe Sleepers, Bundwalls, Road and Drains, Road Ramps and a Channel Crossing. GCU Consultants Sdn Bhd (GCU) has been appointed to provide consultancy services for Civil & Structural FEED design for the project.


Assessment of the site conditions

covering the original topography and the geology of the site.

Interpretation of subsoil conditions of the site.

Design of foundation system for the oil storage tanks, pump stations, pipe racks and sleepers, bundwalls, road and drainage, road ramps and channel crossings.

Preparation of Geotechnical Design Report for the proposed foundation system for various facilities.

Preparation of Bill of Quantities and Material Take Off for the various facilities.

Production of drawings for the various facilities.


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Project Profile PROPOSED FOREST CITY ISLAND RECLAMATION AND MIXED DEVELOPMENT (SHOW HOUSE AREA), JOHOR


CLIENT COUNTRY GARDEN PACIFICVIEW SDN. BHD.

PROJECT DETAILS

Country Garden Pacificview Sdn. Bhd. intends to carry out a mixed development near Tg. Kupang, Johor. JBB Builders (M) Sdn. Bhd. has been been awarded with the first phase of the reclamation works for the show house area which encompases a land size of approximately 80 acres. GCU Consultants (Johor) Sdn Bhd (GCUJ) has been appointed by JBB as the geotechnical engineer for the reclamation and associated works.

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Planning, review and

proposal of soil investigation works

Assessment of the site geology including preparation of geotechnical interpretive report.

Carry out preliminary and detailed design including stability assessment, ground improvement, foundation design etc.

Design and technical support including supervision during construction.


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Project Profile PROPOSED KUANTAN NEW DEEP WATER TERMINAL PHASE 1 RECLAMATION WORKS

TOTAL EST. PROJECT COST 1 Billion

CLIENT Kuantan Port Consortium Sdn Bhd

PROJECT DETAILS Kuantan Port Consortium Sdn Bhd (KPC) is proposing to carry out dredging and reclamation works for the New Deep Water Terminal (NDWT) in Kuantan, Pahang Darul Makmur.

GCU Consultant Sdn Bhd (GCU) has been appointed by KPC as the geotechnical consultant for the design of reclamation works covering the ground improvement and the stability of the reclamation structure.

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Planning, Contract Administration

and Supervision of the Offshore Soil Investigation.

Assessment on suitability of the proposed dredge material.

Interpretation of the SI Data. Ground Treatment Design for

Reclamation Area. Revetment Design. Preparation of Cost Estimates and

Specification.

SI Works in progress using jack-up platform

View of the proposed reclamation area with the on-going construction of the ECER’s break water at the back


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Project Profile GEOTECHNICAL STUDY ON MILL AND BUNKER BAY FOUNDATION, PRIMARY PUMP STATION COFFERDAM, COAL YARD FAILURE & PERMANENT RETAINING WALL FOR COAL RUN-OFF POND, PHASE 4 TANJUNG BIN POWER PLANT, JOHORE.

CLIENT Mudajaya Corporation Berhad (MCB)

PROJECT DETAILS Alstrom-Mudajaya-Eversendai JV is constructing the Tanjung Bin Phase 4 power plant under a design and build scheme for Malakoff Cooperation.

Mudajaya Corporation Berhad (MCB) undertakes the construction of civil works. MCB appointed GCU to undertake an independent review for temporary works designs and assessment of remedial work proposals.

SCOPE OF WORKS

The scope of geotechnical consultancy services provided include:- Interpretation subsoil condition

and soil properties. Geotechnical assessment for

mill and bunker bay foundation. Geotechnical assessment for

turbine hall cofferdam. Independent check of the

temporary combi-pile wall for cofferdam and evaluation of remedial work design.

Independent analysis to check the stability of coal yard.

Independent assessment for the permanent concrete sheet pile wall for coal run-off pond.

Review daily inclinometer monitoring results.

Bunker Bay Foundation

Pump Station Cofferdam

Coal Run-off Pond


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Project Profile PENANG TRANSPORT MASTER PLAN PROJECT PRELIMINARY ENGINEERING DESIGN FOR MIDDLE BANK RECLAMATION

TOTAL EST. PROJECT COST RM 1.5 Billion

CLIENT

GAMUDA Bhd

PROJECT DETAILS

Gamuda Berhad has identified a site near Penang Island for offshore reclamation work to be carried out. The proposed site is known as Middle Bank and is located between Penang Island and Butterworth/Mainland.

GCU Consultants Sdn Bhd (GCU) has been appointed by Gamuda to provide preliminary engineering design on geotechnical and coastal protection works for the reclamation project.

SCOPE OF WORKS

The scope of geotechnical and coastal protection consultancy services provided include:- Coordination and supervision

of SI work. Interpretation of the SI data. Preliminary design of ground

improvement at the platform and edge of the reclaimed land.

Preliminary design of shore protection structures, ie. revetment and seawall.

Preparation of the construction sequence for reclamation work.

Preparation of the preliminary drawings showing the ground improvement layout and the coastal protection details.

Quantity take-off and cost estimation.

Submission of preliminary design report.


AIRPORT


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UPGRADING AND RUNWAY EXTENSION OF

BATU BERENDAM AIRPORT, MELAKA

CLIENT :

UNI – Integrated Construction Sdn. Bhd.

TOTAL PROJECT COST (ESTIMATED) : RM 188.2 Million

PROJECT DETAILS : The Government intends to upgrade the existing Batu Berendam Airport in Melaka and has appointed Uni-Integrated Construction Sdn Bhd (UNI) as the design and build turnkey contractor for this project. The Upgrading works covers :

Runway extension from 1350m to 2135 m New parking apron and taxiways New terminal buildings and associated buildings Main access roads and internal roads

UNI has appointed GCU Consultants Sdn Bhd (GCU) as the geotechnical consultant for the ground treatment works.


Planning preliminary and detail soil investigation programme, as well as supervision of the soil investigation

Analysis and evaluation of the soil investigation data. Design and detailing of the ground improvement works

for the entire project site covering runway, parking apron, taxiways, main access road, etc

The ground treatment works included surcharge preload

with PVD, complete removal and replacement, partial removal and surcharge preload,

Preparation of tender contract, construction, and as-built

geotechnical drawings. Preparation of Bill of Quantities and Engineer’s estimate

on the ground improvement works. Preparation of Geotechnical Assessment Reports. Preparation of the relevant technical specifications. Liason with the Independent Geotechnical Checker. Design support during construction. Construction supervision and quality management of

field works.


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Project Profile CONSTRUCTION OF INTEGRATED COMPLEX (TRANSPORTATION HUB) AT KLIA2


CLIENT WCT Construction Sdn Bhd

PROJECT DETAILS WCT Construction Sdn Bhd undertake the construction of the integrated complex (transportation hub) under a design and built scheme. This will serve an important link to the new KLIA2. WCT appointed GCU as the geotechnical consultant for this project responsible for all geotechnical elements.

SCOPE OF WORKS


SI data Design of the building

foundation comprising of driven spun piles and bored piles.

Design of the ERL platform including the support for the ERL track.

Preparation of the construction drawings showing the foundation and the platform details.



Company Profile GCU

SECTION 3

CURRICULUM VITAE

1. Ir EG Balakrishnan

2. Ir Mohd Redzuan b Ahmad

3. Ir Lee Kai Ming

4. Engr Yap Boon Huat

5. Engr Sharmeelee


Ir EG BALAKRISHNAN

Ir EG Balakrishnan Curriculum Vitae

Y:\1.0 CAPABILITY STATEMENT\5. Common\CV\DIRECTOR\2015\Bala 2015.doc 1 of 25

Present Position : Managing Director Nationality : Malaysian Year of Birth : 1961 Scholarship

Esso Scholarship 1981 Government of Japan 1992

Qualifications

Bachelor of Engineering (Civil) 1985 University of Malaya

Master of Engineering (Geotechnical) 1994 Asian Institute of Technology, Bangkok, Thailand

Professional Engineer, Malaysia Affiliations

Member of Institution of Engineers, Malaysia. Committee Member of Geotechnical Engineering Technical Division, IEM. Member of American Society of Civil Engineers. Registered ASEAN Engineer Member of Association of Consulting Engineers Malaysia Member of Malaysian Geotechnical Society

Special Areas of Competence

Ability to lead team of geotechnical engineers on large infrastructural project. Geotechnical engineering project concepts planning and scoping of works. Geotechnical investigation planning and laboratory testing programme for various

type of projects. Geotechnical evaluation to derive the design profile and parameters and

engineering assessments. Basement and foundation design for high-rise structures including R.C design. Design and detailing of geotechnical structures - R.C retaining wall, reinforced wall,

ground improvement, sheetpile, ground anchors, etc. Structural designs and detailing of general civil engineering structures - sewage

treatment plant, reservoir, main drain, simple bridge, etc. Design Management of large infrastructural system design.

Publications

Balakrishnan, E.G. (1994), “Performance of Bored Piles in Kenny Hill Formation (Weathered Meta-sedimentary) in Kuala Lumpur, Malaysia”, M. Eng. Thesis, Asian Institute of Technology, Thailand.

Phien-wej, Noppadol, Balakrishnan E.G and Balasubramaniam A.S (1995)

“Performance of Bord Piles in Weathered Sedimentary Rocks in Kuala Lumpur, Malaysia.” Development in Deep Foundations and Ground Improvement Schemes, Balkema Printers, pp. 251-260.



Balakrishnan, E.G., Balasubramaniam, A.S and Phien-wej, Noppadol (1999) “Load Deformation Analysis of Bored Piles in a Residual Weathered Formation”, ASCE Journal of Geotechnical and Geo Environmental Engineering, (125(2), 122 - 131).

Samuel,Thomas; Sanjeevi, Perumal; and Balakrishnan, EG (2003) “ Deep Cement

Mixing Using Wet Method For Stabilisation of High Speed Railway Embankment”, Railtech 2003 International Conference, KL

Samuel, Thomas, Sanjeevi, Perumal and Balakrishnan, EG (2004) “ Embankment

Piling Utilizing High Strength Soil Cement Columns”, Malaysian Geotechnical Conference 2004, KL

EG Balakrishnan, Tan Chee Yen and Chong Hon Yeau (2013), “River Diversion

Using Permanent Contiguous Micropiles in Close Proximity to Existing Bridge Pier Foundations”, CIE-HKIE-IEM Tripartite Seminar on The Management and Case Study on Adjacent Underground Construction, Taipei.

EG Balakrishnan, Lee Kai Ming and Allan Chwee Yew Lun (2014), “ Comparison

Study of Pile Design between Conventional Working Stress and EC7 Limit State Design Approaches”, CIE-KHIE-IEM Tripartite Seminar on Recent Developments in Limit State Design for Geotechnical Works, Hong Kong

Presentations

Presentation to JKR Staff on Forensic Engineering For Geotechnical Engineers- Dec 2009

International Conference - Geotech Asia 2011 : Geotechnical Design Considerations in Railway Engineering Projects

Presentation at IEM ( May 2012) : Ground Improvemnet for Electrified Double Track Project from Alor Setar to Padang Besar

Short Course on Geotechnical Forensic Engineering (JKR) – Nov 2012 : Failure of Retaining Structure System

EG Balakrishnan, Tan Chee Yen and Chong Hon Yeau (2013), “River Diversion Using Permanent Contiguous Micropiles in Close Proximity to Existing Bridge Pier Foundations”, Technical Seminar on Deep Excavation, Penang (12 September 2014)

EG Balakrishnan, Tan Chee Yen and Chong Hon Yeau (2013), “River Diversion Using Permanent Contiguous Micropiles in Close Proximity to Existing Bridge Pier Foundations”, Technical Seminar on Deep Excavation, Kuching (13 October 2014)

EG Balakrishnan, Tan Chee Yen and Chong Hon Yeau (2013), “River Diversion Using Permanent Contiguous Micropiles in Close Proximity to Existing Bridge Pier Foundations”, Technical Seminar on Deep Excavation, Kota Kinabalu (14 October 2014)

Professional Experience February 1995 - Present Managing Director :- GCU Consultants Sdn Bhd Managing Director of GCU Consultants Sdn Bhd and responsible for all business and financial management of the firm. He is also fully responsible for the project and technical management of all geotechnical engineering services. Presently, lead a team of three (3) engineering managers, three (3) principal geotechnical engineers, three (3) senior



geotechnical engineers, four (4) geotechnical engineers, three (3) engineering geologist at main office. Currently involved in the following projects providing the geotechnical overall direction and specific inputs:- West Coast Expressway ( Perak Alignment- Section 9 to Section 12)

Providing geotechnical consultancy services for the Perak Stretch from Setiawan to Changkat Jering covering a total distance of 105 km. This design and built project is undertaken by West Coast Expressway Sdn Bhd (IJM Group). Responsible for the all SI works, geotechnical design during tender and detail design stage covering earthworks, cut slopes, ground treatment using stone columns, complete replacement and surcharge preload, piled embankment, culvert foundation, wall foundation, bridge foundation, slope stabilization, etc

West Coast Expressway (Selangor Alignment- Section 4) Providing geotechnical consultancy services for the Selangor Alignment for a distance of 5 km mainly on viaduct. This design and built project is undertaken by West Coast Expressway Sdn Bhd (IJM Group) Responsible for the all geotechnical design during tender and detail design stage covering ground treatment using stone columns, complete replacement and surcharge preload, piled embankment, culvert foundation, wall foundation, bridge foundation, slope stabilization, etc including construction supervision.

Proposed Sg Buloh- Kajang MRT Line (KVMRT) by MMC- Gamuda JV

Providing geotechnical consultancy services for the Elevated Section 1,2 and 3 from Kota Damansara to Taman Tun Dr Ismail and the Depot at Sg Buloh. Responsible for the all geotechnical design covering foundation for the viaduct, foundationfor the station buildings, multi-storey carparks, retaining walls, Underpass at Persiaran Surain with CBP retention wall system, ground treatment for surface works, all ground treatment and foundation at Sg Buloh Depot including construction supervision.

Projek Mass Rapid Transit (MRT) Lembah Kelang: Jajaran Sungai Buloh –

Serdang – Putrajaya (SSP Line): Package UG-01 & UG-02(Northern UG Portal to Felda Platinum)

Providing geotechnical consultancy services for the SI planning, SI supervision and preparation of the Geotechnical Interpretative Report for the SSP line for MMC- Gamuda Sdn Bhd.

Proposed Mixed Commercial, Retail and Residential Development in Bukit

Tinggi, Klang, Selangor- WCT Land Sdn Bhd

Providing geotechnical consultancy services for the basement construction and foundation for the large commercial development at Bandar Bukit Tinggi, Klang.



Proposed Mixed Development at Lot PT12 (Magna Ecocity), Jalan Persiaran Selangor, Seksyen 15, Shah Alam Selangor.

Providing geotechnical consultancy services for the high CBP wall with soil nails along the boundary including submission to authorities and also design support during construction.

Consultancy Services for Civil & Structural Design for Independent Deepwater Petroleum Terminal – Phase 2 as FEED (Front End Engineering Design)

Providing consulting services for topside development covering geotechnical base report, tank foundation for 22 tanks, pipe rack foundation, bund walls, pipe sleepers, road ramps, channel crossings, drainage channels.

.

Pengerang Deepwater Petroleum Terminal – Marine Facility Phase 2 in Pengerang, Johor

Providing geotechnical consultancy services to URS Scott Wilson/Dialog on the planning of SI works, supervision & coordination of SI works and preparation of geotechnical interpretative report on the soil conditions and properties for marine facility foundation works.

Refinery and Petrochemical Integrated Development (RAPID) Project for Petronas -

Additional Soil Investigation Work

Appointed by Geolab/Technip for the preparation of Geotechnical Interpretative Reports for the various facilities proposed at the RAPID site covering:

Analysis and interpretation of SI results to produce design sub-soil models and parameters.

Geotechnical Zoning based on Geological Map, Topographic Survey and Site Investigation

Develop Geotechnical Subsoil model and recommend geotechnical parameters

Propose Deep and Shallow foundation for various sizes at each zone using Eurocode (EC7) with Malaysian Annex.

Providing Geotechnical Support Services for the following Civil and Structural

Projects :-

Construction of bungalow units on hill slope for Syarikat Perumahan Kinrara Construction of Arunamari Medical Center at Bandar Bukit Tinggi, Klang Construction of Bandar Puteri 12 semi detached and bungalow units on

high ground. Construction of 44 units of Zero Bungalow at ULU Langat for SMS

Developer Mines Golf City at Bukit Beruntung. 40 Units of Industrial buildings including all infrastructure, extensive RE

wall, slope stabilization using soil nails, Construction of 27 Units of Shop Office at Bandar Puchong Jaya Mixed development at Serai and Kundang for Gamuda Land Sdn Bhd. Mixed development at Serendah for WCT Land Sdn Bhd.



Responsible for the geotechnical consultancy services for the following completed projects :- Providing specific geotechnical consultancy services for the following projects :

Geotechnical assessment and slope stabilization design proposals for IOI development units at the following sites : Bandar Puteri 9 wall collapse and the repair works Bandar Puteri 11 slope stabilisation design and detailing using soil nails

Geotechnical assessment and slope rectification design using soil nails, horizontal drains, etc of the slope at Bukit Bandaraya for Lebar Daun Sdn Bhd .

Geotechnical independent checking engineer for the Gleanegles Hospital covering bored pile foundation and diaphragm wall with top doen construction technique.

Providing all the geotechnical support for the new EMU Depot at Seremban as part of the upgrading of the KTMB rail network. The support cover the foundation, ground treatment, walls, etc.

Providing geotechnical support for the Medini 1 and Medini Signature development undertaken by WCT Construction covering the foundation design and basement construction using contiguous bored pile with temporary ground anchors.

Provide an independent geotechnical review on the distress on Bunker, Boiler foundation and the Turbine Hall retention system at Tanjung Bin 4 for Mudajaya Construction Sdn Bhd.

Provide remedial solution to the distress observed on RE walls and bridge abutment for road over rail embankments at ROB 12 & 13 at Parit Buntar as part of the Electrified Double Track for MMC-Gamuda Sdn Bhd.

Provide geotechnical support on all temporary retention/shoring works for the 4th lane widening works at PLUS expressway for WCT and Ekovest.

Sungai Besi Expressway Extension ( Besraya Eastern Extension)

Providing geotechnical consultancy services for the Besraya Eastern Extension project from Salak South to MRR2. This design and build project is undertaken byBesraya (M) sdn Bhd (IJM Group). Responsible for the all geotechnical design during tender and detail design stage covering ground treatment using stone columns, complete replacement and surcharge preload, piled embankment, culvert foundation, wall foundation, all the bridge foundations on limestone formation, river diversion under existing bridge, etc including construction supervision.

ERL Extension to LCCT for ERL Sdn Bhd (YTL Group)

The Express Rail Link ( ERL) is required to be extended until the new LCCT which is under construction. Providing complete C & S consultancy including geotechnical design works for the extension line covering all the drainage, main drains, road reprofiling, ground treatment using piled embankment acting as slab track, OCL pole foundation, carpark and maintenance relocation, etc



Proposed Iron Ore Stockpile and Reclaimer Foundation at Lumut by Vale Appointed as the independent geotechnical consultant by Keller (M) Sdn Bhd for the design of the ground improvement scheme for the iron ore stockpile with a load of 524kPa and the foundation treatment for the reclaimer for the following scope of services:-

Checking on the adequacy of the SI for the design Analysis of the SI data to demarcate the subsoil zoning and soil properties Independent checking of the proposed ground improvement design using

stone column for the iron stock pile area of 19m high ( load of 524 kPa) Independent Checking of the foundation treatment using stone column for the

reclaimer embankment. Independent checking of the pile foundation to support the reclaimer track

particularly on the lateral capacity to withstand the lateral soil movement. Checking of all construction drawings and specification Support during construction works

Proposed Electrified Double Track Project from Alor Setar to Padang Besar

(Kedah Line) Appointed as the geotechnical consultant by MMC-Gamuda for the mainline for the

following scope of services:- Soil investigation planning, coordination and supervision. Design and detailing of ground treatment works for the mainline railway

embankment covering PVD & Surcharge Preload, Stone Column, Piled Embankment,, Removal & replacement, surcharge preload, etc

Design and detailing of all retaining walls including temporary wall. Wall types including RC wall, Gabion Wall, Geotextile Wall, soil nail wall, etc.

Design and detailing of temporary shoring works Design and detailing of ground treatment works for temporary tracks Preparation of construction drawings and specification Supervision of construction works

Independent Deepwater Petroluem Terminal in Pengerang, Johor

Appointed by Scott Wilson (M) Sdn Bhd as their geotechnical consultant, team of the FEED consultant for Dialog in carrying out the following works:

Planning and supervision of SI works for both Site Preparation & Dredging

and Marine Facility works. Analysis of the SI data to develop the reference design for the ground

improvement scheme for the Site Preparation works at the reclamation site Preparation of tank foundation concept report based on the subsoil conditions

and ground improvement reference design Assist in developing the Performance Criteria for the FEED contract Assist in preparing all the documentation and relevant design drawings for the

FEED contract. Evaluation of the FEED tenders including design review Independent review of the Marine Facility design and design submission

consultant for the marine facility works.



LCCT Earthworks and Integrated Complex for WCT Construction Sdn Bhd

Appointed by WCT as their geotechnical adviser for the LCCT earthworks package addressing the impact compaction methodology and trial compaction programme, sequence of works particlualry on the stage construction to eliminate stability problems during filling, review of the overall ground improvement design and advise on the impact, review of the instrumentation monitoring readings, attend the coordination meeting to resolve technical site issues, etc. For the Integrated Complex, providing geotechnical consultancy services for the foundation design of the building and ERL platform. Attended to all the design and construction issues.

Proposed Enhancement Works along LDP ( Package C) at Bandar Puchong Jaya Interchange for Dasar Pintar Sdn Bhd ( Gamuda Group) Appointed as the geotechnical consultant for the design of the following works:-

Foundation for the proposed bridge widening covering driven spun piles and

micropiles Ground treatment for the road embankment, bridge approach, reinforced soil

wall, etc Electrified Double Track Project : Road Over Rail Bridge N3-ROB 12 ( Jalan Telok

Wan Jah, Alor Setar) for Ken Keong Sdn Bhd Under Design & Built Scheme Appointed as the geotechnical consultant for the design of the following works:-

Foundation for the proposed bridge widening using single large diameter

2.8m bored piles in a soft marine clay condition. Ground treatment for the road embankment, bridge approach, reinforced soil

wall, etc Proposed Klang Valley MRT (Red Line Stage 1) b From Sg Buloh to Seri

Kembagngan for MMC-Gamuda JV This project is the first part of the MRT project where various lines were studied. GCu worked with Scott Wilson, ZKR, etc on this project to develop the Stage 1 design works. Responsible for the all planning and supervision of SI works, geotechnical design covering foundation for the viaduct, foundation for the elevated station buildings, geotechnical input for tunnel works, protection works along the tunnel alignment, building instrumentation, geotechnical input for the underground station, preparation of the design brief, specification, term of reference ( TOR), preparation of the drawings, etc.

New Condensate Tank Project at Bintulu for Dialog ( BCOT)

Appointed by Dialog for the design of the 66m diameter tank on poor ground condition and the overall infrastructure works..



Responsible for the all planning and supervision of SI works, design options on the tank foundation, geotechnical design covering foundation for the tank, structural design of the slab, pile design, addressing site issues on jacked in piles, ground heaving, vibration control, etc.

Sheetpiled Quay Wall and Related Wharf facilities and Tank Foundations for the Proposed Jubail Offshore Supply Base at Jubail Commercial Port, Saudi Arabia. Appointed by Dialog for the engineering consultancy services for the above project covering the entire geotechnical and civil infrastructural works. Responsible for the all planning and supervision of SI works, planning of the supply base including the extent of dredging & turning radius, design options on the sheetpile quay wall, geotechnical design of the tie back sheetpile quay wall, design of the dredging works, foundation treatment for the tanks, addressing site issues, etc.

Residential Apartments at Bay 2 Plot 3 and Bay 3 Plot 10 Cresent Bay, Karachi for Emaar Giga Pakistan (Pvt) Ltd. Appointed as the geotechnical sub consultant by Urbanisma Consulting Group for the design of geotechnical elements for the high-rise apartment at the reclaimed sites (Residential Sites 3 & 10) in Cresent Bay, Karachi.

Proposed Upgrading of Taman Tun Dr Ismail Interchange at Lebuhraya

Damansara-Puchong for Gamuda Engineering Sdn bHd Appointed as the geotechnical consultant for the design of the following works:-

Retention system for the Underpass comprising of braced contiguous

boredpile wall, braced contiguous micropile wall, strutted sheepile wall, etc Foundation for the proposed bridges covering boredpiles and micropiles Ground treatment for the road embankment, bridge approach, reinforced soil

wall, etc

Proposed Integrated Transport Terminal at Bandar Tasik Selatan for Maju Holdings/Maju Integrated Engineers Sdn Bhd Appointed as the geotechnical consultant for the design of the following works:-

Ground treatment at pond reclamation and roads covering piled embankment,

surcharge preload, R&R, etc Building foundation using boredpiles and driven piles Preliminary foundation design for the proposed bridges using bored piles and

driven piles Foundation design for all proposed walls.

Proposed Politeknik at Banting GCU has been appointed as the geotechnical consultant by DMY Electrical Sdn Bhd for the turnkey design covering soil investigation, ground treatment at roads, foundation design for the proposed buildings and infrastructure facilities, preparation of specification, drawings and BQ, etc.



Proposed Slope Repair at Sekolah Antara Gapi, Hulu Selangor GCU has been appointed as the geotechnical consultant by Kementerian Pendidikan Malaysia fo rth erepair of the existing slopes covering soil investigation planning, slope repair design using modular block + geogrid reinforced wall, RC retaining wall, soil nails, slope erosion protection works,s, preparation of specification, drawings, tender and contract documentation, BQ, etc and site supervision.

Menaiktaraf Jalan dari Persimpangan Bunga Chengkeh ke Persimpangan LDTR,

Sg Lembing, Pahang. Ir EG Balakrishnan has been appointed as the geotechnical independent checker by JKR for all geotechnical design works.

Proposed Construction of Jusco Shopping Mall and Associated Commercial Development at Peringgit Melaka. GCU has been appointed by IJM/WCT at the geotechnical consultant for the following works:

Ground treatment works using PVD & surcharge preload Ground treatment along the widening of the main access road Complete design and detailing of the main drainage works covering

permanent concrete sheetpile, box culverts, pond slopes, piled embankment under the transmission lines, concrete outfall structures .

Geotechnical advise on the foundation for buildings and infra structures. Electrified Double Track Project from Seremban - Gemas

GCU appointed by IJM as the geotechnical consultant for the design and detailing of all temporary shoring works during the pilecap excavation of proposed bridges and culvert construction next to the existing railway embankments .

Electrified Double Track Project from Sentul – Batu Caves

GCU appointed by YTL as the civil consultant for the design of the electrified double track project from Sentul to Batu Caves including all the stations and halt. The scope of geotechnical services include soil investigation planning,, ground treatment designs, foundation for walls, track substructure design, etc.

Construction of IT Tower at Karachi ,Pakistan

GCU was appointed by IJM to provide geotechnical consultancy services on the design and detailing of the basement retention system comprising of secant bored pile walls, strutting details, anchor details, construction sequenece, etc.the

Upgrading of Batu Berendam Airport at Melaka

GCU was appointed by Uni-Integrated Sdn Bhd as the geotechnical consultant to provide full geotechnical consultancy services for the airport upgrading works covering both the airside and landside.



Scope of services comprises of SI planning, design and detailing ground treatment at runway extension, new parking apron, new access road to terminal building, Taman Merdeka road and Durian Tunggal road diversion., preparation of tender and construction drawings, prepartion of BQ and engineer’s estimate.

Projek Jalan Pos Betau – Lembah Bertam, Pahang Darul Makmur

Hasrat Usaha Sdn Bhd, the design and build contractor for Package 3 of the said project, appointed GCU Consultants Sdn Bhd as the geotechnical consultant for the design and supervision works. The Package 3 works covers approximately 19.6 km over hilly terrain and deep valley connecting Bukit Petubong in the district of Lipis and Kampung Susu in the district of Cameron Highlands in Pahang. The scope of geotechnical consultancy services provided by GCU comprise of planning and supervision of geotechnical works, evaluation and interpretation of geotechnical data; analysis and design of cut and fill slopes, soil stabilization using soil nails, geogrid wall, soil reinforced wall, rock toe, bridge/viaduct foundations, ground treatment and providing input to all geotechnical related issues.

Batu Gajah Railway Development Project

GCU appointed by Road Builder as the geotechnical consultant for the KTM Depot, Workshop, Quarters and Training School development project at Batu Gajah. The scope of services include soil investigation, ground treatment at mining ponds and mining pond surround for roads and track s, building foundation, pond reclamation, slope stability, etc.

Construction of 2 Blocks of 20 storey Apartment at Jalan Sri Hartamas 3, KL

GCU appointed by Syarikat Pembinaan YTL for the design and detailing of the temporary retention system comprising of contiguous boredpile wall, temporary anchors, strutting system, soil nails, etc including support during construction .

North Manama Causeway Bridge 1 & 2 at Bahrain

Work in association with Benaim (M) Sdn Bhd to provide geotechnical consultancy services for the foundation design and detailing of Bridge 1 & 2 of the North Manama Causeway.

Upgrading of Jalan Loke Yew Sambungan, Kuala Lumpur

Client : Benaim (M) Sdn Bhd Work in association with Benaim (M) Sdn Bhd to provide geotechnical consultancy services for the foundation design and detailing of five (5) bridges along the Jalan Loke Yew. Scope of services includes planning geotechnical investigation, pile optioneering, single pile and group pile analysis and design. Pile types include micropile and bored piles.

Construction Of Reservoir T3A At Damansara Perdana.

Appointed as the geotechnical consultant providing the following services:-



GCU is appointed as the Geotechnical Consultant for the construction of the

reservoir T3A at Damansara Perdana Scope of services including soil investigation, slope studying, soil nail design

and detailing, ground treatment for walls, advise on other geotechnical elements, rock stabilization details, etc.

Providing Geotechnical Support Services for the following Civil and Structural

Projects :-

Menaiktaraf Laluan Persekutuan 150 di Pulau Pinang under JKR Construction of access road at Shamelin Perkasa including all bridge

foundation, walls, ground treatment, river channelization, etc 68 units of Bungalow Houses at Bandar Eco-Setia Park for S P Setia Sdn

Bhd. Construction of a temple at Bandar Baru Salak Tinggi covering foundation

and slope stabilization works. 32 Units of Bungalow Houses at Bandar Eco-Setia 78 Units of Semi-detached bungalow houses at Bandar Eco-Setia 32 unit of semi-detached bungalow units at Bandar Setia Alam Mixed development of 200 ha at Section U10 Shah Alam for Basco Sdn

Bhd 44 units of Bungalow Units at Bandar Eco-Setia Construction of Terrace Houses at Bandar Bukit Tinggi for WCT

Construction Sdn Bhd. 45 units of High-End Bungalow Houses on Hillside (Setia Hills at Bukit

Indah) for S P Setia Sdn Bhd. Seri Merdeka (Phase 4) covering 1 block of 11 storey low-cost apartments

and 40 units of double storey shop office on ex-mining pond for Darma Hemat Sdn Bhd.

27 units of Terrace House development at Dengkil for Mecopac Sdn Bhd. Construction of TESCO Hypermarket at Bandar Setia Alam for S P Setia

Sdn Bhd. Construction of High-end Commercial Complex (P8 North Commercial) at

Bandar Setia Alam for S P Setia Sdn Bhd. Providing specific geotechnical consultancy services for the following projects :

Geotechnical assessment and slope stabilization design proposals for IOI development units at the following sites : Cut and fill slopes at 24 Units of Bungalow units at Bandar Puteri Fill Slopes (reclaimed ground) at 3 ½ storey shop offices at Bandar

Puchong Jaya next to IOI Mall. Cut slopes at Aseania Apartment in Bandar Puteri Bandar Puteri 9 wall collapse and the repair works Bandar Puteri 11 slope stabilisation design and detailing using soil nails

Geotechnical assessment and slope rectification design using soil nails, horizontal drains,etc of the slope at Bukit Bandaraya for Lebar Daun Sdn Bhd .

Rectification of the collapsed RE wall under bridge abutment along LEKAS Expressway for IJM Construction Sdn Bhd using soil nail wall in front of the existing RE wall.



Geotechnical design of retention cofferdam system for the trench at Melaka near shore for LYE.

Construction of Jalan Gangsa diversion covering geotechnical ground treatment works and pavement for JKR Melaka

Construction of Sekolah Sri Permaisuri for Vast Consultant at Bandar Sri Permaisuri covering SI planning, ground treatment, reclamation design, wall foundation, report for authority submission, etc

Appointed by IJM construction for the alternative slope stabilization design at CH 29000 of Kajang-Seremban Expressway (LEKAS)

Slope stability assessment for the proposed Libya Airport for Scott Wilson Geotechnical assessment including authority submission of the proposed

mixed development at Bertam, Melaka for LNS Development Sdn Bhd Geotechnical assessment of the proposed development at Nusa Duta Johor

for IJM land Sdn Bhd covering use of unsuitable materials at filling areas, ground treatment, etc

Geotechnical assessment including authority submission for the proposed development at Lot 583, Seri Kembangan for Villa Harapan.

Geotechnical study of the earth filled embankment at Phase 5, 6 & 8 of Bandar Setia Eco Park.

Geotechnical assessment and slope stabilization design proposals for IOI development units at the following sites : Cut and fill slopes at 24 Units of Bungalow units at Bandar Puteri Fill Slopes (reclaimed ground) at 3 ½ storey shop offices at Bandar

Puchong Jaya next to IOI Mall. Cut slopes at Aseania Apartment in Bandar Puteri

TNB development project at Shah West to provide design on stone columns for slope repair.

Geotechnical study on failure of the STP plant at Shah Alam. Geotechnical study on the piling problem at Bukit Tinggi Jusco project. Geotechnical assessment for the proposed Chinese School and Semi-D

houses on hillside at Bandar Puchong Jaya. Geotecnical Independent Checker for a hill development at Templer Hills. Foundation assessment for apartment at Setia Putrajaya. Geotechnical assessment of the proposed development (extension of Lake

Edge) for syarikat Pembinaan YTL Sdn Bhd at the existing pond.

KLCC Tunnel Link Work in association with Benaim (M) Sdn Bhd to provide geotechnical consultancy services to the turnkey contractor, IJM Sdn Bhd for the construction of two (2) cut and cover tunnels within the KLCC development area. One tunnel (pedestrian) connect the KLCC Suria to the KLCC Convention Centre and the other tunnel (vehicular) link the main road to the KLCC Convention Centre. Services include the design and detailing of the temporary retention system and geotechnical design input for the permanent box structure, including bearing capacity evaluation, settlement assessment using numerical modeling.

Pandan Bistari Slope 1A

Providing geotechnical services for geotechnical study on slope and soil nail failure at Pandan Bistari for Dr Y G Tan Jurutera Perunding.



Segmental Anchored Soil Wall Appointed by Geo-Millenium Sdn Bhd for providing specialist geotechnical services for the design and detailing of segmental anchored soil walls covering global, internal and external stability analysis for the following sites :-

Lot 3086 at Bandar Petaling Jaya

Lush Development

Kepong Industrial Site


Work in association with Benaim (M) Sdn Bhd to provide geotechnical consultancy services for the foundation design and detailing of five (5) bridges along the Jalan Loke Yew. Scope of services include planning geotechnical investigation, pile optioneering, single pile and group pile analysis and design. Pile types include micropile and bored piles.

Design, Construction, Commissioning and Completion of Regional logistic Hub

(Phase 1) for MISC Logistic Sdn Bhd Appointed as the geotechnical consultant by Road Builder (M) sdn Bhd for the design and build of the large Regional Logistic Hub at Pulau Indah. Scope of services include planning soil investigation, tender design, foundation design and ground treatment for the roads and container yard.

Seri Merdeka (Phase 3), Ampang

Providing geotechnical consultancy services for a mixed development on a 18 acres ex-mining land in Kampung Baru Ampang. The project comprising of 3 blocks of six (6) storey (220 units) apartments and 140 units of terrace houses is a joint venture project between Messr Darma Hemat Sdn Bhd and Majlis Perbandaran Ampang Jaya (MPAJ). The scope of services include geotechnical investigation, analysis and evaluation of SI data, design of foundation including pilecap, ground treatment for the infrastructural facilities, preparation of construction drawings and construction supervision.

Proposed Government Building (Parcel 4G7) at Precinct 4, Putrajaya

Appointed as the geotechnical consultants by Messrs Road Builder (M) Sdn Bhd, the contractor for the construction of 16 storey office block with 7 to 10 level podium and 3 level basement in Wilayah Persekutuan Putrajaya. The scope of services comprises of design and detailing alternative single bored pile system, diaphragm wall for 16m excavation using island cut method, strutted sheetpile cofferdam, internal strutting system, plunging columns for top down construction scheme, preparation of construction drawings and design support during construction.



National Sewage Treatment Plant Project for Sewerage Department of Malaysia

GCU was appointed as the geotechnical consultant for the construction of the Pantai Sewage Treatment Plant in Kuala Lumpur and the South Klang Valley CSTF Plant in Klang, Selangor. The scope of services provided are as follows:- Pantai Sewage Treatment Plant : GCU was entrusted with the design and detailing of the diaphragm wall for the 21 m excavation (in alluvial deposit) with internal strutting for the pumphouse. The scope also involved preparation and endorsement of design drawings, calculations and reports; and design support during construction. South Klang Valley CSTF Plant : design and detailing of ground improvement scheme, review of temporary structure design and advise on foundation and earthwork. The scope also involved preparation and endorsement of design drawings, calculations and reports; and design support during construction.

Proposed Upgrading of Alor Setar Airport

GCU was engaged by Road Builder (M) Sdn Bhd to provide engineering consultancy advice on the proposed ground improvement comprising of stone columns, surcharge preload with PVD, surcharge preload, pavement subgrage, drainage earth bunds, etc. The advice includes the assessment of the ground improvement works.

Proposed Upgrading of Pangkor Airport GCU was engaged by Bauer to design and detail ground improvement scheme using stone columns and cement columns as part of the tender proposal.

Proposed Upgrading of Pulau Tioman GCU was engaged by Road Builder (M) Sdn Bhd to carry out the design for the ground treatment, slope cutting proposal, shore protection works, reclamation scheme, etc for the tender submission.

Settlement Study at Pangkor Airport

GCU was engaged by YTL to carry out a study on the settlement problem along certain part of the runway.

Electrified Double Track Project from Kluang to Johor Bahru

Work in association with Zaidun-Leeng Sdn Bhd to provide the geotechnical consultancy services for MMC – Gamuda for the above stretch. Services include planning and supervision of preliminary SI works, analysis and evaluation, design of ground treatment works, foundation design for railway and road bridges, foundation for walls, cut slope stabilization works, etc., for the preliminary cost estimate purpose

Proposed North-South Expressway Connection for Guthrie Corridor Expressway

Work in association with Perunding ZKR Sdn Bhd and PJSI Sdn Bhd to provide geotechnical consultancy services for the NSE Connection to the GCE. Services



include all geotechnical elements including bridge foundation, ground treatment, cut slope, slope stabilization, etc.

Projek Bekalan Air Merbau Chondong, Fasa 1, Machang, Kelantan Darul Naim

GCU was appointed by Road Builder (M) Sdn Bhd to provide geotechnical consultancy services for the design and detailing of temporary sheetpile cofferdam for the intake including the internal strutting system, preparation of shop drawings and design support during construction. GCU was also appointed by Erinco Sdn Bhd as their sub-consultant for the foundation design of intake station, design and detailing of river protection works, etc.

Geogrid Reinforced Wall at Pandan Bistari

Provided geotechnical consultancy services for Forest Point Sdn Bhd, the turnkey contractor for the design and construction of a 12.5 m high and 4 (V) : 1 (H) batter geogrid reinforced wall on a mountainous terrain in Pandan Bistari, Cheras. The geotechnical consultancy services include the interpretation of the available SI data, analysis, design, preparation of construction drawings and design support during construction.

Proposed Upgrading of MRR2 between Batu Caves and Taman Sri Gombak GCU was appointed by Bauer (M) Sdn Bhd to carry out alternative ground treatment design using soil-cement columns formed by deep-mixing method for the approach embankment and service road for the above upgrading works. The scope covered planning of SI programme, analysis and evaluation, interpretation, design of soil-cement treatment works and preparation of construction drawings.

New Pantai Expressway

Providing geotechnical sub-consultancy services for RB Perunding Sdn Bhd, the bridge designer for the New Pantai Expressway Project. Responsible for the desk study evaluation, geotechnical investigation, optioneering of pile types and size, detailed analysis and design of piles and pile groups at each pier location and providing design support during construction of the following nine (9) major bridges / viaducts:-

A 1100 meters viaduct over Jalan Klang Lama. A 500 meters bridge over Federal Highway, Sg. Klang and KTM Track. A 430 meters bridge for Kewajipan Directional Ramp. A 300 meters bridge connecting Jalan Gasing to the New Pantai

Expressway. A 450 meters bridge connecting to Kuchai Lama Besraya Highway. Four (4) viaducts of 400 to 1840 meters length along the expressway

mainline. The pile types include hand-dug caisson, bored piles, micropiles and driven spun piles.



Seri Merdeka (Phase 1 and 2), Darma Hemat Sdn Bhd, appointed GCU to provide the geotechnical consultancy services for the proposed 6 blocks of high-rise buildings (10 to 19 storey) an ex-mining land.

The services included planning SI programme, analysis and evaluation, interpretation, design of pile foundation including pilecap, proper driving methodology for RC piles in limestone area, ground treatment works for the infrastructure facilities, and preparation of construction drawings.

Sg Muar Raw Water Intake

Providing consultancy services for the design and detailing of the temporary strutted sheepile cofferdam and alternative foundation design using micropiles.

Electrified Double Track Project between Rawang and Bidor for Keller-Bauer

Consortium Responsible for the design and detailing of ground treatment works using stone columns and cement columns for the railway and road crossing embankments. Total treatment area is about 400,000 sq. meters.

Guthrie Corridor Expressway for WCT Engineering Sdn Bhd

Providing geotechnical sub-consultancy services for Perunding ZKR Sdn Bhd, the Lead Consultants for the 22 km privatized expressway from Bukit Jelutong in Shah Alam to Kuang, Selangor. This design and build project is undertaken by WCT Engineering Berhad. Responsible for the geotechnical design during tender and detail design stage covering earthworks, cut slopes, ground treatment using stone columns, complete replacement and surcharge preload, mining reclamation, culvert foundation, wall foundation, etc.

Proposed Mixed Development on Lot PT 1, 69 & 1052, Mukim Peringgit, Melaka

Responsible for the soil investigation planning, tender management, supervision and preparation of the geotechnical interpretative report for the construction of high rise buildings and associated civil works on soft ground condition.

Express Rail Link from KL Sentral to KLIA in Sepang (56 km)

Responsible for the geotechnical and foundation engineering aspect of the civil engineering component of the project covering the geotechnical investigation, evaluation, ground improvement design which includes stone columns, preloading schemes, reclamation of mining ponds, extensive replacement, piled embankment, etc., cut and fill slopes, foundation for culverts and retaining walls, etc. Preparation of the geotechnical design drawings and specification for construction. Responsible for the foundation design and design support during construction for the following bridges :-

BR 6A : 2520 m viaduct over built up area crossing Sungai Klang and Federal Highway.



BR 8 : 1310 m viaduct over Seremban Expressway, Sungai Kerayong and Jalan Sungai Besi.

BR 11 : Bridge over KTM track. Two (2) bridges (3 spans) in swampy areas.

Variable ground formations were encountered at the above bridge sites (Limestone, Kenny Hill and Granite). Some stretches of the viaducts were close to the existing KTM railway tracks. The adopted foundation system comprise of pretensioned precast spun piles, steel H-piles, bored piles and micropiles according to ground conditions. Responsible for the design of caternary pole foundation using driven pile, tube foundation and bored piles. Stationed full time at the project office for about 2 years leading a team of engineers to handle all the construction problems as part of the construction management team.

Independent Geotechnical Audit for JKR Roads

Provide overall direction for the independent geotechnical audit for the following road projects:

Upgrading of Batu Pahat to Kluang Federal Road. Upgrading of Bentong to Kuala Lipis Federal Road 8 (Segment 6 & 8). Upgrading of Simpang Tiga to UIA Federal Road 68 in Gombak. Sg Klawang Road Upgrading Project Cadangan Membina Jalan Pintas Bandar Rawang (Rawang By-Pass),

Selangor Darul Ehsan for Panzana Enterprise Sdn Bhd. Cadangan Projek menaiktaraf Jalan Nilai-Pajam, FT3265 Seremban. Projek Menaiktaraf Jalan Pintas Kuantan (Kuantan By-Pass), Pahang Darul

Makmur Projek Menaiktaraf Laluan Persekutuan 5 dan Jalan M10 dari Simpang

Ampat, Alor Gajah, Melaka ke Linggi, Negeri Sembilan Darul Khusus. Projek Merekabentuk, membina dam menyiapkan Laluan Persekutuan 17,

Jalan Pasir Gudang, Johor Darul Takzim for SP Setia Sdn Bhd.

Putrajaya Government Office Buildings Responsible for the substructure design and detailing of basement support and foundation system during tender for Messr Road Builder (M) Sdn Bhd for the following government building :-

Lot 2G3, 2G4, 2G5 and 2G6. Lot 2C1. Putrajaya Convention Centre. Lot 4G1, 4G2, 4G3 and 4G4.

Ipoh-Lumut Expressway (50 km)

Providing all the geotechnical engineering support for HT Maltec Consultants, the lead consultant. The scope of geotechnical design covers the pile foundation for bridges (bored and driven piles), reclamation of mining ponds (three Nos.), cut slopes, ground improvement using preloading and vertical drains, extensive replacement, etc. Preparation of geotechnical interpretative reports, design solutions and specifications.



Upgrading and widening of Sg Besi Road into toll Road Providing geotechnical specialist input for the specialist bridge designers, Robert Benaim & Associates Sdn Bhd. Responsible for the geotechnical and foundation design for three difficult bridges.

Kg Malaysia Bridge Involved in the design of micropile foundation for new

piers under restricted headroom which will replace the existing ones. This project involved very tight working space and also stringent settlement requirement because the existing piers are supporting the existing KL - Seremban Expressway. Additional reinforcement in the form of mild steel pipes is introduced to reduce the elastic shortening on the piles. Instrumented pile load tests on compression and tension piles were carried out to verify the design criteria. Also involved in the checking of the temporary soil nailed wall supporting the existing bridge abutment.

Turf Club Bridge The construction of the bridge is to be carried out as top-down with the bored piles and bridge are constructed first. The soil underneath the bridge deck is excavated in stages and soil slope is reinforced with permanent soil nails due to limited space. Involved in the design of large diameter bored piled in karstic limestone formation, cavities treatment, and permanent soil nail slopes.

Viaduct across KTM track and proposed Express Rail Link The

proposed viaduct is located at the interface of granite and limestone formation with ex-mining tailings and alluvium overlying the limestone formation. Currently carrying the optioneering exercise of the various pile options - large diameter bored piles, micropiles, and driven piles.

Slope Stabilization Works at Precinct 9 Smart School at Putrajaya

Responsible for the slope stability analysis, proposed slope profiling and extensive slope stabilization design using soil nails, subsoil drains and buttress wall.

Commuter Rail Station at KLIA

Responsible for the design and detailing of alternative deep foundation system using single large diameter bored pile for the CRS station, which is an extension of the KLIA at Sepang. Interpretation of the pile load tests using Osterberg Cell.

A 1500-acre residential, commercial and industrial development close to the

coast in Sepang, Selangor. Involved in the detailed study and design of the ground improvement scheme using preloading and vertical drains for various landuse - low cost houses, medium cost houses, industrial lands, infrastural facilities, etc.

Proposed High-rise buildings at Jalan Binjai comprising a 48 storeys, a twin 37

storeys, 7 storeys podium block and 4 levels of basement carparks Geotechnical investigation, evaluation, foundation and basement support assessment and recommendation.

500 kV Transmission Towers (Line 3) from Air Tawar to Junjong

Pile load interpretation, formulation of pile design concept and procedures, design of pad and chimney foundations.



Cargo Terminal, Forwarder 1 and CSC Buildings, Kuala Lumpur Airport, Sepang

Geotechnical evaluation, assessment and foundation recommendation based on available geotechnical data.

Hill Slope Development at Shah Alam by Maddusalat Sdn Bhd

Geotechnical evaluation, assessment and slope stability assessment for proposed buildings on slopes.

A 500 acres high class residential development at Bukit Cahaya, Shah Alam,

Selangor (Cahaya - The Sanctuary) Geotechnical investigation, evaluation, and overall slope stability assessment for the complete project. Also involved in the design and inspection of each footing constructed on hill slopes prior to construction.

Second Ethylene, Cracker and Derivatives Project, Paka, Terengganu for OGP Technical Services Sdn Bhd Preliminary geotechnical assessment of the project site and recommendations for suitable foundation, ground improvement options and economical locations of various proposed structures.

Development of Lot 9016 and 9017 at Jalan Kepong on ex-tin mine area, rubbish

dump and also mining pond Geotechnical investigation, evaluation, foundation assessment and recommendation for high-rise buildings and evaluation of ground improvement works.

Bandar Puchong Jaya - Classic 2 houses for Pilihan Megah Sdn Bhd Analysis of slope stability, slope stabilisation scheme, development options, foundation design for the 21/2 storey houses located on slopes and preparation of the geotechnical interpretative report, tender drawings and specification.

Bandar Puchong Jaya Hillview Apartments for Pilihan Megah Sdn Bhd

Geotechnical evaluation and assessment of the subsoil conditions, design parameters, pile foundation design and assessment for the proposed high-rise structures on thick filled ground at the valley of a typical rolling terrain.

Responsible for the civil infrastructural and structural consultancy services for the following projects:-

A 500 acre high class residential development at Bukit Cahaya, Shah Alam

(Cahaya - The Sanctuary) Involved in the detailed design and detailing of few exclusive bungalow house design including the associated civil works. Each house is estimated to cost about RM 5 million.

500 acre mixed development at Padang Meha, Kulim for Hap Seng Consolidated

Sdn Bhd Project Manager for the infrastructure design comprising of the masterplan for the whole development and detailed design for Phase 1.

Involved in the infrastructural planning of the development plan for the following

projects:-

500 acre mixed development for Messrs Hap Seng Consolidated at Sg Pelek, Sepang, Selangor Darul Ehsan.



30 acre industrial development at Bentong for Messrs Dekat Erat Sdn Bhd. May 1994 - January 1995 Senior Geotechnical Engineer :- Perunding GEA (M) Sdn Bhd lnvolved in the design and coordination of all geotechnical works for the following projects:-

Taman Teknologi Johor. Development of Kg. Tengah, Jelutong, Pulau Pinang. Development of Teluk Merbau Estate, Sepang. Development of Sri Gading Industrial Lots in Batu Pahat. Contract management of the remedial works for the Gurun Jitra stretch of the

North-South Expressway. Also involved in the preparation of number of job proposals for geotechnical works. September 1992 - April 1994 Post-Graduate Student :- Asian Institute of Technology, Bangkok, Thailand Pursued a Master Programme (course work and thesis option) in Geotechnical Engineering at Asian lnstitute of Technology, Bangkok. A thesis titled “Performance of Bored Piles in Kenny Hill Formation (Weathered Meta-Sedimentary) in Kuala Lumpur, Malaysia” was written under the guidance and supervision of Prof. A.S. Balasubramaniam. Most of the fully instrumented bored piles in the Kenny Hill Formation were analysed with particular emphasis on the load transfer characteristics. From the results, a rational design procedure was proposed incorporating a design methodology and a developed computer programme in fortran language for predicting the load settlement curves of single piles in this formation using load transfer method. In this study, the characterization of the weathering profiles of this formation was also carried out. Obtained maximum CGPA of 4.0 in this post graduate program. June 1991 - August 1992 Design Civil/Geotechnical Engineer :- Perunding GEA (M) Sdn Bhd

Involved in the design and project management of the proposed remedial works to overcome track subsidence and drainage problems between Salak South & Serdang Stations (Km 401.2 to Km 403.3) for Messrs Keretapi Tanah Melayu.

Scope of works included design of stone columns, slurry cut-off wall, drainage schemes, earthworks, and temporary railway track diversions, preparation of tender drawings, bill of quantities and tender documents, tender evaluation, preparation of construction drawings and project coordination.

Involved in the design and project management of the proposed flood mitigation works between Salak South and Serdang Stations (Km 399.4 to Km 401.2 and of the Km 403.3 to Km 404.9).

Scope of works included the design of the flood mitigation scheme (U-shape and L-shape channels), earthworks, temporary track diversion, preparation of tender drawings, bill of quantities and tender documents, evaluation, coordinating with



adjacent developers - Messrs Mines Resort and Selangor Turf Club to alleviate the current flooding problem, preparation of construction drawings and project coordination.

lnvolved in the design and project management of the proposed railway bridge at

Km 403.55 between Salak South and Serdang Stations.

Scope of works included the complete superstructure design of the 13.5m span pretensioned prestressed RC bridge, geotechnical assessment and foundation design using micropiles, preparation of Bill of Quantities and project coordination.

August 1990 - May 1991 Design / Resident Engineer :- Perunding GEA (M)Sdn Bhd

lnvolved in the design and construction supervision of the foundation and three (3) level basement carparks for the 13 storey- high building in Jalan Hicks, Kuala Lumpur for Messrs Harta Prima Sdn Bhd.

Scope of works include design and supervision of bored piles and pile caps, diaphragm retaining walls, r.c. retaining walls; basement beam and slab system, r.c. ramps and staircases, and installation and monitoring of instrumentation, design of external works and project coordination.

February 1989 - July 1990 Civil Engineer :- Engineering and Environmental Consultants Sdn Bhd lnvolved in the following projects :-

UEP Subang Jaya Project Proposed development of Housing and lndustrial on Lot 2026 Seafield Estate, Mukim Damansara, Petaling Jaya. This project covers an area of 1800 acres of land and provides residential, industrial, commercial and institutional facilities. The development was carried out in various stages and the responsibilities during each stage is as follows :- Stage 1 Responsibilities includes the preparation of road pavement design report, design of RC retaining walls, rubble pitching walls for roadside drains, checking of RC design of oxidation ditch, design of subsoil drainage system, future connection to trunk sewers and preparation of various cost estimates, design of road connections to existing Subang Jaya and attend site meetings to coordinate infrastructure works. Stage 2 Responsible for the design of temporary sewerage lift station, planning of geotechnical instrumentations during earthworks, design of subsoil and sand-fill drains along high slopes, redesign of sewer reticulation and attend site meetings to coordinate infrastructure works.



Stage 3 Responsible for earthwork design in certain phases, complete design of sewer reticulation, RC design of another sewage treatment plant, planning of geotechnical instrumentation, design of two bridges of span 18.0m including pile foundations and attend Consultant / Client meetings. Stage 4 Engineer responsible for the design of earthworks for number of phases, complete sewer reticulation, road and roadside drainage and attend Consultant/Client Coordination meetings.

Seremban Flood Mitigation Project - Phase 4

This project involved the construction of RC channels along the Sungai Temiang and also few bridges across these channels to replace the old ones. Responsible for the complete design of the bridges, both post-tensioned I-beams and pre-tensioned inverted T-beams of single spans, pile foundations, contract documentation and project coordination.

July 1987 - February 1989 Deputy Site Agent/Site Agent :- Hybrid Ventures Sdn Bhd Hybrid Ventures Sdn Bhd is a joint venture company formed between Wan Sam Construction Sdn Bhd and Pembinaan Maika Sdn Bhd to carry out the construction and completion of Main Pumping Station for Kemasin Rural Development Project in Kelantan. Employed, first as a Deputy Site Agent, then later as Site Agent cum Project Manager for this project. This project involved a wide range of civil engineering works including earthworks, rock excavation, permanent ground anchors, large concrete power for 2.5 m thick slab, RC walls, beam, columns, aluminium stoplogs and guides, driven piles, permanent sheetpiles, construction of groyne, JKR quarters and associated infrastructure works. Duties and responsibilities included all the technical aspects of the project- design of permanent and temporary works, preparation of bar bending schedules and preparation of work method statement, assisting the Site Agent in the selection of sub-contractors and suppliers, site management, attending site meetings, etc. In the later stage, also acted as Project Manager. June 1985 - July 1987

Geotechnical Engineer :- Engineering and Environmental Consultants Sdn Bhd

Review of Buildings and Ground on Lot 173 to Lot 192, Taman Melawati Phase 3A

This project involved a study on the degree of instability of the existing 20 units of semi-detached houses built on slopes and its grounds. These units are located adjacent to the two collapsed units of the same types.



Responsibilities and duties include the assimilation of all relevant data on site and supervision of soil investigation programmes, recommendations on the survey requirements, analysis for each individual unit, preparation of complete report on the review of buildings and ground with recommendations on stabilisation works for potentially unstable grounds, preparation of cost estimates for the stabilisation works, detail design on the stabilisation works which include horizontal subsoil drains, ground anchors, jet grout columns, contiguous boredpile wall, crib wall and foundation for crib wall, preparation of tender drawing, specification and bill of quantities, tender evaluation and recommendations and coordination and supervision of construction.

Review of Building and Grounds on Lot 1 to 44, Taman Melawati Phase 3A

This project also involved another detail study on the stability of the 44 units of double storey terrace houses and its grounds, following the appearances of severe cracks on the walls.

Responsibilities and duties include the assimilation of the relevant data, mapping of all the cracks, summarizing and studying them, planning and supervision of soil investigation works, review of building foundations, compilation of a report on the review with recommendations on the necessary remedial measures, detail design on the remedial measures - jet grouting works, preparation of tender documents, evaluation for tender documents and supervision and coordination of the jet grouting stabilisation works.

Proposed Fisheries Centres Under Fisheries Infrastructure Project in Sarawak Project undertaken in associated with PS Consultant, Sarawak to design marine, civil and associated works for a number of centre. Kuching Fisheries Centre

Engineer responsible for the slope stability analysis and design of anchored sheetpile wall include the design of the sheetpile, wailings, connections, tie-rods with turnbuckles. A-frame anchorages, pipe pile design, ground anchors for tension piles, RC design of pile caps, RC design of copings and also the preparation of the drawings and bill of quantities.

Mukah Fisheries Centre

Geotechnical Engineer responsible for the slope stability analysis, design of the stabilisation works comprising strengthened soil columns, modelling of the stabilisation works for the analysis of slope stabilisation works, sheetpile wall design and pile requirements for buildings.

Belawai and Miri Fisheries Centres

Geotechnical Engineer responsible for slope stability analysis, geotechnical assessment for subsurface soil conditions and recommendations on the pile requirements for building.

Proposed Chalets for Malayan Banking Berhad at Kuala Linggi

Geotechnical Engineer responsible for planning, specifying, calling of tenders for subsurface investigation works, report on tenders received with Engineer’s



recommendation, collection and analysis of data, geotechnical and foundation engineering requirements of the projects.

LLN Substations at Tanjung Malim and Kangar

Geotechnical Engineer responsible for the analysis and geotechnical assessment of the subsurface soil conditions including the foundation and stabilisation requirements.

Segambut Jaya Housing Development

This project covers an area of about 74 acres and provides residential, commercial and recreational facilities.

Engineer responsible for identifying the requirements of retaining wall, design of both RC and rubble walls, preparation of cost estimates, Engineer’s recommendation and preparation of the tender drawings on the RC retaining wall.

Taman Putra Sulaiman, Ampang

A large housing development project undertaken on ex-mining land. Severe cracks has appeared on walls of two rows of double-storey link units. EEC was appointed to study the possible cause and propose remedial measures. Geotechnical Engineer engaged in the analysis and geotechnical assessment of the subsurface soil conditions. Duties include the checking of the pile design of various combinations, interpretation of subsurface conditions based on soil investigation report and piling records, settlement analysis and mapping of cracks and studying them.

Proposed Resettlement and Redevelopment of Kampung Puah (Kg Cubadak),

Wilayah Persekutuan

This is one of the Federal Territory privatisation scheme. It covers an area of 74 acres and provides residential, commercial, institutional and recreational facilities. Geotechnical Engineer responsible for the supervision of soil investigation works on ex-mining pond, analysis and geotechnical assessment of the data, recommendations on the proposed platform levels, settlement analysis, design of surcharge and vertical drains to accelerate consolidation settlement, preliminary cost estimate of vertical drains, foundation requirements and finally preparation of Engineer’s report on the subsurface soil conditions.

Proposed Luxury Condominium at Phase IIIB, Taman Melawati, Ulu Kelang

This Condominium consists of a High-rise and three Low-rise blocks to be built on a hilly top. Geotechnical Engineer responsible for analysis and geotechnical assessment of subsurface soil conditions, translational stability analysis and geotechnical design of piling system comprising bored piles with sleeves to relieve the skin-friction.

Pembinaan Sebuah Dewan Besar di Institute Pertanian Serdang



A construction of large multi-purpose hall for Kementerian Pertanian Malaysia at the Serdang Agricultural Institute. Geotechnical Engineer responsible for the report on tenders received, analysis and geotechnical assessment of subsurface soil conditions and recommendation on the foundations system.

Investigation for Overburden and Rock in Lot 1100 Adjoining Batu Tiga Quarry A study performed for Batu Tiga Quarry Sdn Bhd to determine the economic viability of carrying out quarry activities on this lot. Engineer responsible for the interpretation of borehole data, establishment at rock surface contours, computation of earthworks using computer and the report on the Engineer’s recommendations.

Training Attachments 1984 :- ESSO Production Malaysia Incorporated Attached to the Quality Control Section in Construction Division for 20 weeks. Exposed to the responsibilities involved in ensuring the quality of construction works both offshore and onshore. 1983 :- ESSO Production Malaysia Incorporated Attached to the Survey Section in Construction Division for 10 weeks. Exposure and experience in hydrographic survey. 1982 :- Syarikat Manong Sdn Bhd. Stationed at the Sembrong Earth Dam Construction Site in Air Hitam, Johor for 10 weeks. Experience in laboratory testing of concrete components, concrete trial mix and testing of soil samples.


Ir MOHD REDZUAN

Ir MOHD REDZUAN B AHMAD Curriculum Vitae

Y:\1.0 CAPABILITY STATEMENT\5. Common\CV\DIRECTOR\2015\Redzuan 2015.doc 1 of 11

Present Position : Director Nationality : Malaysian Year of Birth : 1974 Qualification B.Eng. (Hons) Civil and Structural 1997

University of Sheffield, United Kingdom

M.Eng (Civil-Geotechnics) 2006 Universiti Teknologi Malaysia

Professional Engineer, Malaysia Affiliations Member of the Board of Engineers Malaysia (BEM) Member of the Institution of Engineers Malaysia (IEM) Member of the Association of Consulting Engineers (ACEM) Professional Experience January 2006 – Present Director :- GCU Consultants Sdn Bhd As a Director, involved in management of the Geotechnical Department, planning & coordination of geotechnical engineering services from conceptual, planning to detailed design as well as coordination of supervision works. Some of the projects involved: Privatisation of Lebuhraya Persisiran Pantai Barat (Taiping – Banting) : Section 9b

to Section 11 Planning & coordination of detailed soil investigation Analysis and interpretation of SI results Ground Treatment design for highway embankment, drainage & vehicular box

culverts involving removal & replacement, surcharge preload and PVD Stability design for earth & rock slopes. Pile Foundation design for bridges Preparation of geotechnical design report & drawings.

Proposed Dredging and Reclamation Works for New Deep Water Terminal at

Kuantan Port, Pahang Darul Makmur Planning & coordination of detailed offshore soil investigation Analysis and interpretation of SI results Design of dredging & reclamation works Ground Treatment design involving removal & replacement, surcharge preload and

PVD Preparation of geotechnical design report & drawings.



Projek Mass Rapid Transit Lembah Kelang (KVMRT) Jajaran Sungai Buloh-Serdang-Putrajaya (SSP Line) : Package UG-01 & UG-02 (Northern UG Portal to Felda Platinum) Planning & coordination of preliminary soil investigation for the underground section Preparation of Geotechnical Interpretative Report

Kajian Bagi Kerja-kerja Pemulihan Untuk Mengawal Kejadian Tanah Runtuh dan Hakisan Tebing Sungai Bagi Penjajaran Semula Landasan Kereta Api Negeri Sabah Dari Beaufort ke Tenom (Sub-Consultant for Geotechnical & Geological Assessment Works). Planning & coordination of soil investigation. Evaluation and interpretation of soil investigation & laboratory testing results. Geotechnical evaluation of the existing hill slopes & riverbank slope along the

existing track. Coordination of the Geological Mapping & rock slope assessment in Crocker &

Temburong Formation. Design of slope protection / rehabilitation measures & retaining structures along the

proposed alignment. Evaluation of soft ground condition along proposed alignment and recommendation

on ground improvement techniques. Evaluation & recommendation on foundation system for rail bridges & viaducts. Preparation of Geotechnical Assessment Report & scheme design drawings

North - South Expressway (PLUS) Proposed Fourth Lane Widening (Package E)

Between Nilai (Km 280.4) and Seremban (Km 258.5) Analysis and interpretation of SI results to produce design sub-soil models and

parameters. Geotechnical analysis & design of temporary retention system using sheet pile wall

(cantilever or strutted). Preparation of geotechnical design reports and design submissions. Provision of technical support to Client during construction. Design of RC cantilever wall, RC drain and other works as requested by the Client.

Design, Construction, Completion, Testing & Commissioning of EMU Depot,

Seremban Planning of SI works, checking field SI data and issuing laboratory test schedules. Preparation of BQ and Engineer's Estimate for SI works. Analysis of SI results and property characterization for geotechnical design. Analysis and design of building foundation system using RC square piles. Analysis and design of ground improvement works involving Removal and

Replacement. Checking of piling as-built data, selection of test piles and analysis of deviated pile

groups. Analysis and design of temporary retention system for excavation works. Preparation of design reports and design brief.



Projek Mass Rapid Transit Lembah Kelang (KVMRT) Jajaran Sungai Buloh-Kajang : Elevated Section V1 to V3 and Sungai Buloh Depot Planning & coordination of detailed soil investigation. Analysis of SI results and property characterisation for geotechnical design. Design of foundation for Viaduct, Elevated station, Multistorey carpark and Sungai

Buloh Depot Buildings. Design of Contiguous Boredpile Wall (CBP) for station areas and monsoon drain

area. Ground Treatment design for Sungai Buloh Depot and road widening works along the

alignment. Production of design report & drawings for all the geotechnical related works.

Cadangan Membina Kompleks Penjara Reman (Tegar) Fasa 2 Di Atas Lot-Lot 94 &

490 to 497, Mukim Pulai, Daerah Johor Baharu, Johor Darul Takzim (sub-consultant under the C&S Consultant for the project) Analysis of SI results and property characterisation for geotechnical design. Coordinated the Geological Terrain Mapping works. Analysis of the slope stability and design of soil nail slope. Geotechnical evaluation of the site. Preparation of Geotechnical Assessment report

EPCC for New Condensate Tank Project at Bintulu Crude Oil Terminal (BCOT),

Sarawak Planning & coordination of detailed soil investigation. Analysis of SI results and property characterisation for geotechnical design. Design of foundation for Crude Oil tank Reviewing alternative Ground Treatment proposal for tank foundation Planning and Design of Earthworks, Road and Drainage works Production of Submission and Construction Drawings Preparation of submission for planning approval to Bintulu Development Authority

Design, Construction, Completion, Testing, Commissioning And Maintenance of the Double Track Project Between Seremban And Gemas Analysis and interpretation of SI results to produce design sub-soil models and

parameters. Geotechnical analysis & design of temporary retention system using sheet pile wall

(cantilever or strutted). Preparation of geotechnical design reports and design submissions. Provision of technical support during construction.

Proposed Jubail Supply Base at Al-Jubail Commercial Port, Saudi Arabia

Planning & coordination of detailed soil investigation. Analysis of SI results and property characterization for geotechnical design. Design and detailing of sheet-piled Quay-Wall and Related Wharf facility. Design of ground treatment for Diesel and Water Tank foundation. Coordination with Marine Engineers on the design of the dredging works for access

and berthing channel and reclamation works.



Cadangan Pembangunan Perumahan Sesebuah (Zero Lot), Diatas Lot 587, Batu 10 ¾ Mukim Hulu Langat, Selangor Darul Ehsan Untuk Tetuan SMS Developer Sdn. Bhd. Planning and design of the earthwork platform levels for cut and fill analysis, silt traps

and temporary earth drains during construction. Planning and design of all surface drainage including cut off drains from external

discharge in accordance to MASMA guidelines. Planning and design of proposed road network (profile and geometric) serving each

lots and other amenities within the development including provision acceleration and deceleration lane at the main entrance road.

Planning and design of overall water reticulation system. Planning and design of sewerage network for the proposed development. Preparation of submission drawings / reports to obtain approval from local

authorities, SYABAS, JKR, JPS and IWK.

Proposed Slope Stabilization and Erosion Protection Works, Sekolah Kebangsaan Antara Gapi, Hulu Selangor for Kementerian Pelajaran Malaysia Planning of detail soil investigation works including preparation of BQ. Checking field SI data and issuing laboratory test schedules. Analysis and interpretation of SI results to produce design sub-soil models and

parameters. Preliminary and detail design for geotechnical related works such as ground

improvement, soil nails, geogrid reinforced soil walls and RC retaining walls. Preparation of BQ and Engineer’s Estimate for geotechnical related works. Preparation of Tender & Contract document Management and supervision of the project Coordination with Client, surveyor, SI contractor and other parties.

Cadangan Pembinaan Industri Berkembar 56 Unit Diatas Lot 19003 Seksyen 19,

Bandar Rawang, Mukim Rawang, Daerah Gombak, Selangor Darul Ehsan Untuk Tetuan SMS Developer Sdn. Bhd. Planning and design of the earthwork platform levels for cut and fill analysis, silt traps

and temporary earth drains during construction. Planning and design of all surface drainage including cut off drains from external

discharge in accordance to MASMA guidelines. Planning and design of proposed road network (profile and geometric) serving each

lots and other amenities within the development including provision acceleration and deceleration lane at the main entrance road.

Planning and design of overall water reticulation system. Planning and design of sewerage network for the proposed development. Preparation of submission drawings / reports to obtain approval from local

authorities, SYABAS, JKR, JPS and IWK. Projek Naiktaraf Laluan Persekutuan 150 dari Persimpangan Pa’Boi ke Bukit

Tambun, Seberang Perai Selatan, Pulau Pinang.

Planning & coordination of detailed soil investigation. Analysis of SI results and property characterisation for geotechnical design. Geotechnical analysis & design for ground treatment involving Piled Embankment,

Surcharge Preloading and Removal/Replacement.



Geotechnical and structural analysis & design for the bridge bored piles foundation. Preparation of Geotechnical Assessment Report. Production of drawings for the all the geotechnical works.

Cadangan Membina & Menyiapkan Pejabat Jabatan Kesihatan Negeri Di Rasah, Seremban, Negeri Sembilan (for Kementerian Kesihatan)

Detailed analysis & design of Soil Nail slope reinforcement Preparation of Geotechnical Design & Assessment Report Production of drawings for the geotechnical works

Cadangan Pembangunan Politeknik Banting, Selangor Darul Ehsan (for

Kementerian Pengajian Tinggi). Planning & coordination of detailed soil investigation. Analysis of SI results and property characterisation for geotechnical design. Geotechnical analysis & design for ground treatment involving PVD, Surcharge

Preloading and Removal/Replacement. Pile foundation design on soft ground condition. Planning of instrumentation scheme. Preparation of Geotechnical Assessment Report. Production of drawings for the all the geotechnical works. Design & technical support during construction.

Electrified Double Track Project between Padang Besar and Ipoh : Kedah Line N1

& N2 (Padang Besar to Alor Setar) Planning & coordination of preliminary and detailed soil investigation. Analysis of SI results and property characterisation for geotechnical design. Ground treatment analysis & design for railway track embankment involving PVD,

Piled Embankment, Stone Column, Surcharge Preloading and Removal/Replacement.

Geotechnical analysis & design of permanent wall involving Cantilever RC Wall, Contiguous Bored Piles (CBP) Wall and Soil Nailed Wall ; and temporary wall involving sheetpile, reinforced geogrid/geotextile and gabion wall.

Planning of instrumentation scheme. Preparation of Geotechnical Interpretative and Design Report. Production of drawings for the all the geotechnical works. Design & technical support during construction. Planning & coordination of condition assessment survey works for the existing KTMB

track embankment.

Cadangan Pembangunan 2 Blok Pangsapuri 20 Tingkat (160 unit), Tempat Letak Kereta 4 Tingkat, Kemudahan Penduduk dan Tembok Penahan Di Atas Lot 48629 (F2), Jalan Sri Hartamas 3, Kuala Lumpur Analysis of SI results and property characterisation for geotechnical design. Geotechnical analysis & design of temporary excavation support system using CBP

wall with combination of ground anchors, soil nailing and strutted system. Preparation of Geotechnical Design Report for the temporary excavation support

system. Design & technical support during construction.



Proposed West Coast Expressway from Taiping to Banting : Perak Alignment – Taiping to Lambor Kiri Planning & coordination of preliminary soil investigation Analysis of SI results and property characterisation for geotechnical design. Conceptual and preliminary ground treatment design for highway embankment

involving PVD, Surcharge Preloading and Removal/Replacement Planning of instrumentation scheme Preparation of Preliminary Geotechnical Assessment Report.

Upgrading of Melaka Airport, Batu Berendam, Melaka

Planning of soil investigation Analysis of SI results and property characterisation for geotechnical design. Geotechnical analysis & design for ground treatment involving PVD, Stone Column,

Surcharge Preloading and Removal/Replacement Planning of instrumentation scheme Preparation of Geotechnical Assessment Report Production of drawings for the all the geotechnical works. Design & technical support during construction

Railway Development at Batu Gajah, Perak Darul Ridzuan : Package 1 – Workshops and Depots

Planning of soil investigation Analysis of SI results and property characterisation for geotechnical design. Geotechnical analysis & design for ground treatment involving PVD, Surface

Vibratory Compaction, Planning of instrumentation scheme Preparation of Geotechnical Assessment Report Production of drawings for the all the geotechnical works. Design & technical support during construction

Railway Development at Batu Gajah, Perak Darul Ridzuan : Package 2 – Staff Quarters and Training School

Planning of soil investigation Analysis of SI results and property characterisation for geotechnical design. Geotechnical analysis & design for ground treatment involving Surcharge Preloading

and Removal/Replacement; and foundation design for buildings. Planning of instrumentation scheme Production of drawings for the all the geotechnical works Preparation of Geotechnical Assessment Report Design & technical support during construction

Proposed Integrated Transport Terminal, Bandar Tasik Selatan, Kuala Lumpur

Analysis of SI results and property characterisation for geotechnical design. Conceptual and preliminary Ground Treatment design involving Stone Columns,

Surcharge Preload and Removal/Replacement



Proposed 4 Blocks of Low Cost Flats at Jalan Bukit Belacan, Mukim Ampang, Selangor

Detailed analysis & design of Soil Nail Wall and slope reinforcement Preparation of Geotechnical Design & Assessment Report Production of drawings for the geotechnical works

July 2001 – December 2005 Assistant Resident Engineer :- Minconsult Sdn Bhd KTMB Electified Double TrackProject : Ipoh to Rawang

Assisting the Resident Engineer in supervision, monitoring and reporting of ground treatment, earthworks and drainage works for construction of KTMB Electrified Double Track Project from Malim Nawar to Bidor Section. Hands on experience in the quality control supervision, comprising among others :-

Ground treatment and earthworks for railway and road embankment and on cut formation;

Drainage works comprising surface, subsoil drains and culverts;

Bored pile and piling works including pile testings;

Temporary protection works along existing KTMB track involving sheetpiling, ground anchors, reinforced earth wall and geotextile wrap around system.

Assisting the Senior Geotechnical Engineer in the following tasks:-

Planning and execution of pre-treatment site investigation works involving CPTU.

Interpretation and evaluation of subsoil condition and finalization of ground improvement method.

Supervision, monitoring and reporting of ground treatment works involving R/R works, Surface Vibratory Compaction, Vibro Replacement (stone column), Dynamic Compaction and Replacement, PVD and piled embankment.

Planning and monitoring of instrumentation works for railway and road embankments.

Liaising with design office on design issues, checking contractor’s method statement

for approval, replying to contractor’s request for information, organizing and arranging supervision works for clerks of work, keeping proper records of works and ensuring quality of works and safety at site.

December 2000 – June 2001 Geotechnical Engineer :- Minconsult Sdn Bhd

Reporting to the Senior Geotechnical Engineer. Involved in planning and periodic/full time supervision of site investigation works; geotechnical design involving slope stability, settlement analysis, ground treatment, foundation system; and preparation of geotechnical assessment report. Some of the projects involved:



Electrified Double Track Project : Ipoh to Rawang

Evaluation and interpretation of subsoil parameters. Carrying out analysis of slope stability and settlement of railway and road

embankment on soft/loose ground. Carrying out design on ground improvement for construction of railway and road

embankment on soft/loose ground involving removal and replacement method, Dynamic Compaction and Replacement, Vibro-replacement (Stone Column), piled embankment, PVD and Surface Vibratory Compaction.

Carrying out design for foundation of motorcycle crossings and road bridges. Preparation of Drawings and BOQ for Ground Improvement Works.

National Sewage Treatment Project : Bunus Sewage Treatment Plant, Setapak

Supervision of site investigation works involving on-land and over-water borings.

Telok Gong CCGT Power Plant Project, Melaka

Full time supervision of site investigation works involving onshore and offshore borings.

Evaluation and interpretation of subsoil parameters. Preparation of Geotechnical Assessment Report.

September 1997 – November 2000 Geotechnical Engineer :- Jurutera Perunding Zaaba Sdn Bhd

Reporting to Head of Geotechnical Department. Involved in planning and periodic supervision of site investigation works; geotechnical design involving slope stability, settlement analysis, ground treatment, foundation system; and preparation of geotechnical assessment report. Some of the projects involved :-

Naiktaraf Laluan FT 001 dari Johor Bahru ke Simpang Pontian, Johor Darul Takzim

Evaluation and interpretation of subsoil parameters. Carrying out design on ground treatment for road embankment involving slope

stability and settlement analysis. Carrying out design on Gabion and Terramesh retaining structures. Preparation of Geotechnical Assessment Report.

Membina dan Menyiapkan Jalan Baru (Premix) Dari Kg. Binjai Ke Kg. Mak Lagam Kemaman Terengganu, Membina dan Menyiapkan Jambatan Di Kg. Binjai, Kemaman, Terengganu

Evaluation and interpretation of subsoil parameters. Carrying out design on Ground treatment for road embankment on soft/loose ground

involving slope stability and settlement analyses.



Memperelokkan Jalan Persekutuan 8 Dari Bentong Ke Kuala Lipis, Pahang Darul Makmur : (Pakej 2)

Carrying out design for slope stability and rehabilitation for slope failure involving soil

nailing. Carrying out road embankment settlement analysis. Instrumentation planning and monitoring (settlement plate).

Projek Jalan dari Kg. Berchang Lipis Ke Ringlet Cameron Highlands, Pahang Darul Makmur. Pakej 4 : Kg. Susu / Sg. Bertam Ke Ringlet

Planning and periodic supervision of site investigation works. Preparation of proposal for slope protection and retaining structures.

Menjajar Semula Laluan B15 Di Putrajaya dan Cyberjaya

Carrying out design for ground treatment for road embankment on soft/loose ground; slope stability and settlement analyses.

Roadworks from Zone A to Zone B at Carey Island for Pulau Carey Properties Sdn.

Bhd.

Planning and periodic supervision of site investigation works. Carrying out design for ground treatment for road embankment on soft (marine clay)

ground. Preparation of Geotechnical Assessment Report.

Kajian Pra-Kemungkinan Pembinaan Jambatan Bukit Bunga, Kelantan Darul Naim

Geological and geotechnical assessment for pre-feasibility study. Preparation of proposal for foundation system, ground treatment, river protection.

Kajian Kemungkinan Bagi Cadangan Jalan Jerantut – Sg. Lembing, Pahang Darul Makmur.

Geological and geotechnical assessment along the proposed corridor. Preparation of proposal for slope protection and retaining structures.

Safety Review and Preparation of Emergency Action Plan for Bukit Merah and Padang Saga Dams.

Carrying out slope stability analysis.

Detailed Design of Paka Barrage, Paka, Terengganu

Carrying out preliminary design of sheet pile cofferdam.

Penyiasatan Kestabilan Tapak Bagi Cadangan Membina dan Menyiapkan 2 Blok Perumahan Awam (936) 10-22 Tingkat Diatas Lot Pt.8 dan Tanah Kerajaan (Kg. Limau / Kg. Selamat) Jalan Pantai Dalam, Kuala Lumpur

Carrying out design for slope stability and stability analysis of monsoon drain

retaining wall.



Preparation of Geotechnical Assessment Report of overall site stability.

Projek Pembesaran Desa Bukit Bujang, Kampung Ampang Pecah, Kuala Kubu Baru, Selangor Darul Ehsan

Planning and periodic supervision of site investigation works. Carrying out design for slope stability, foundation system, settlement analysis for

building on fill embankment and stability of pond excavation works. Instrumentation planning and monitoring (settlement plate).

Cadangan Membina Jambatan Di Atas Sg. Kayu Ara, Selangor Darul Ehsan

Carrying out design for foundation system, stability analysis of monsoon drain and retaining structures.

Multimedia University, Cyberjaya for Telekom Malaysia Berhad

Carrying out design for slope stability and retaining walls.

Cadangan Membina Sebuah Bangunan 4 Tingkat Serta Satu (1) Tingkat Basement Ibusawat Telekom (CBJ2) Di Cyberjaya Sepang Selangor Darul Ehsan.

Carrying out design for foundation system and piling work.

Pembaikpulihan Cerun Bagi Cadangan Pembinaan Politeknik Dungun, Terengganu Darul Iman

Carrying out design on slope rehabilitation work involving Terramesh retaining

structure.

Proposed Development of a Mosque in the Flagship Zone of Cyberjaya.

Planning and periodic supervision of site investigation works. Geotechnical assessment of the project site.

June 1995 – August 1995 Technical Assistant :- SSM Associates Consulting Engineers

Performed various tasks related to the preparation of contract and design (civil works) of Microwave Ground Station, GSM Exchange and Radio-base Station for Cellular Communication Network Malaysia (Celcom), including contract administration and periodic supervision.

COURSES ATTENDED

Highway Slope Management (Organised by JKR and IEM), Kuala Lumpur, 1997

Short Course on Slopes, Embankments and Basements

(Organised by BEM), Kuala Lumpur, 1999

Short Course on Code of Ethics / Regulations (Organised by BEM), Kuala Lumpur, 2000

Introduction to Quality Management System ISO9001



(Organised by Minco), Petaling Jaya, 2001. CIDB Safety and Health Induction Course

(Minco In-house Training), Petaling Jaya 2001. KTMB Safety Training 038 Course.

(Organised by KTMB), Kuala Lumpur, 2001.

Short Course on “Slope Stability in Residual Soil Slopes”. (Organised by IEM), Petaling Jaya, 2002

16th Southeast Asian Geotechnical Conference (Organised by SEAGS & IEM), Subang Jaya, 2007


Ir LEE KAI MING

Ir LEE KAI MING Curriculum Vitae

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Present Position : Director Nationality : Malaysian Year of Birth : 1978 Qualification Bachelor of Engineering (Hons), 1st Class 2001

Liverpool University Master of Business Administration 2009

University of Sunshine Coast , Australia Affiliations

Member of the Board of Engineers Malaysia (BEM) Member of the Institution of Engineers Malaysia (IEM)

Professional Experience 2013 – Present Director :- GCU Consultants Sdn Bhd Pengerang Deepwater Petroleum Terminal – Terminal Facility for RAPID at

Pengerang

Involved in coordination SI works planned by Client. In charge in preparation of soil interpretive report for Phase 2 terminal

development. In charge in tank foundation design for crude oil, gasoline, jet fuel etc. products.

Labuan Crude Oil Terminal (LCOT)

In charge in preparation of soil interpretive report for the future extension areas at

FWKO and ETP areas. Involved in conducting slope and settlement assessment for FWKO. Involved in preparation of geotechnical assessment including shallow and deep

foundation options for the proposed development. Proposed Sedenak Industrial Park

In charge in preparation of soil interpretive report for the proposed development. In charge in preparation of geotechnical report including shallow and deep

foundation options for the proposed development.

Nusa Idaman Phase 7C Preparing Detail SI and Tender Documents for SI works. Carry out foundation design for 20 storey apartment and 5 storey Villa. Carry out retaining wall design. Attending client consultant meeting. Providing design support during construction



Refinery and Petrochemical Integrated Development (RAPID) Project For Petronas Additional Soil Investigation Work In charge in coordination of the site investigation works between contractor and

main consultant. Involved in planning additional SI points and laboratory schedule for testing. Also involve in preparation of the site interpretation and geotechnical report for the

proposed development.

Paradigm Mall JB In charge in coordination of the site investigation works between contractor and

main consultant. Involved in planning additional SI points and laboratory schedule for testing. Involved in designing the underpinning works using micropiles. Also involved in foundation design for the extended structures.

Country Garden Malaysia Forest City Project

Involved in reviewing existing SI and planning of additional SI points and

laboratory schedule for testing. Involved in preparation of geotechnical interpretive report for the proposed

development. Involved in reclamation design including slope assessment, ground improvement,

revetment design etc. for the show house area. Also involved in foundation design for roads, utility trenches and common areas.

2010 – 2013 Sr. Geotechnical Engineer :- DIALOG E&C Sdn Bhd Independent Pengerang Oil Terminal Leading the C&S team for phase 1 basic engineering for the tank terminal. Also responsible for coordinating all geotechnical works including soil investigation, foundation and ground improvement works etc for the terminal, reclamation & dredging works. Also assisting in preparation for the functional requirement for the reclaim platform and tank foundation. Involve in reviewing and coordinating of all technical documentation from dredging and reclamation contractors. 2008 – 2009 Sr. Geotechnical Engineer :- Keller (M) Sdn Bhd Ipoh Padang Besar Double Track

Responsible for the QA/QC of stone column on N2 stretch. Involve in planning and supervising soil investigation works on site. Also involved in stone column design for mainline and road over bridge (ROB) for double track. Besides, also involve in deep soil mixing design, coordination and implementation on site.

Proposed Johor Coastal Expressway

Involved in alternative stone column design during tender stage. Responsible for the QA/QC of stone column on site. Involve in planning and supervising soil investigation works on site.



International Cruise Terminal, Singapore

Involved in alternative stone column design during tender stage. Also involved in preparation of technical brief and specifications for the tender. Besides, also involved in MTO for proposed alternative ground improvements works.

Penang Second Crossing

Involved in proposing alternative ground improvement schemes to existing pile design. Also involved in preparation of technical report and MTO for the entire alternative proposal.

Proposed Container Terminal at Vung Tau, Vietnam

Involved in proposing alternative ground improvement schemes using stone column, sand column and deep soil mixing. Also involved in preparation of technical report and MTOfor the entire alternative proposal.

2004 – 2007 Sr. Geotechnical Engineer :- Bauer (M) Sdn Bhd

Involve in propose and design of the alternative proposal using secant pile wall. Also assisted in estimation of the quantities and costs of the tender.

KL Flood Mitigation Project Package B

Involve in propose and design of the alternative proposal using secant pile wall for both top-down and bottom-up construction method. Also assisted in estimation of the quantities and costs of the tender.

Proposed Condominium at Persiaran KLCC

Responsible for the design of basement wall using diaphragm wall and ground anchors. Also involved in the estimation of quantities and costs for the foundation works.

Wan Chai East and North Point Sewerage, Hong Kong

Involve in design of the retaining system using secant pile wall. Also responsible for the quantities estimation for the wall.

Eastwood One Central Park, Philippine

Involve in design of basement wall using diaphragm wall with ground anchors. Also involve in quantities and costs estimation.

Cadangan Pembangunan Perbandaran Integrasi Bandar Bukit Raja (Stage 1 )

Responsible for the foundation design using bored pile with the maximum diameter up to 1.5m also responsible for the design of the retaining system using secant pile wall.



Proposed Midvalley Phase 2

Responsible for the alternative diaphragm wll design up to 1m section. Also responsible for the design of large diameter bored pile up to 3m at the tower blocks.

2001 – 2003 Sr. Geotechnical Engineer :- ARUP Jururunding Sdn Bhd Kajang Traffic Dispersal Ring Road

Assistance in co-ordinating the soil investigation works and instrumentation monitoring for highway embankment, bridge foundation and pond filling. Also involved in the design of piles and slope stability analysis using Oasys software.

Geotechnical Investigation at Bandar Perdana, Sg. Petani, Kedah Darul Aman

Reponsible for the investigation work into slab cracking as a result of improper method of construction.

Proposed Monorail Test Track, Nilai Complex

Responsible for the foundation design work and coordinating the soil investigation work.

Proposed Sewage Treatment Plant at Jelutong, Penang

Responsible in coordinatingthe soil investigation works for the proposed treatment plant. Also involved in the estimation of consolidation settlement and design of the foundation for the retaining wall.

Proposed 3-Storey Condominium at Lot 133 & 142 Jalan Ampang Hilir, Kuala

Lumpur

Responsible in co-ordinating the soil investigation works and preparing the Geotechnical Report. Also involved in the preliminary design for the foundatuion and excavation for the proposed condominium.

Propose Bungalow Lot at Taman Seitawangsa

Involved in preparing the Geotechnical Report. Also responsible for the design of foundation and slope stability analysis for the proposed bungalow.


Engr YAP BOON HUAT

Yap Boon Huat Curriculum Vitae

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Present Position : Geotechnical Engineering Manager Nationality : Malaysian Year of Birth : 1969 Qualification Bachelor of Engineering (Hons), Civil 1994 University of Malaya (UM) Affiliations

Graduate Member, Board of Engineers Malaysia (BEM) Professional Experience January 2014 – Present Geotechnical Engineering Manager :- GCU Consultants Sdn Bhd Proposed 850 Acres Land Reclamation at Middle Bank, Penang for Gamuda Engineering Sdn Bhd

Geotechnical consultant for conceptual and preliminary design of ground treatment for the reclamation works.

Planning and commissioning offshore subsurface investigation. Quantity take-off and prepare cost estimation for various options.

Design and Build for the Construction of Students Accommodation Complex at UTM Kuala Lumpur, Jalan Semarak, Kuala Lumpur for Ahmad Zaki Sdn Bhd

Detailed foundation design for bored piles supporting 4 blocks of hostel. Carried out rock and cavity probing. Proposed limestone cavity treatment. Temporary works design to support excavation for basement.

Cadangan Pembangunan Pedagangan 33 Tingkat Di Atas Lot PTD 32665, Jalan Mewah Ria 2, Taman Bukit Mewah, Mukim Tebrau, Daerah Johor Bahru untuk WCT Construction Sdn Bhd

Review available soil investigation boreholes and carry out additional boreholes. Provide alternative foundation designs to optimize pile length for new bored piles and

micropiles.

Privatisation of Lebuhraya Pesisiran Pantai Barat (Taiping – Banting) Federal Highway Route 2 to New North Klang Straits Bypass (Section 4) for West Coast Expressway Sdn Bhd

Geotechnical consultant for detailed design of piled foundations supporting elevation highway.

Detailed design for ground treatment works for new highway embankment overlying soft ground.



2007 to 2013 Senior Geotechnical Engineer :- HRA TEGUH SDN BHD / ASP PILING SDN

BHD/ PMC BUILDING TECHNOLOGIES SDN BHD

Ulu Jelai Hydroelectric Project, Cameron Highlands - Bridge Over Sungai Bertam for Salini Malaysia Sdn Bhd (2011)

Overseeing the technical issues related to foundation in shallow granite and bridge

construction for a three span 100m bridge. Second Penang Bridge Land Expressway - Package 3C : Batu Kawan Trumpet

Interchange for Jabatan Kedua Sdn Bhd (2010) Technical evaluation of specialist sub-contractor proposal for ground improvement

works (stone column, PVD, piled embankment), temporary works design, assess monitoring results and re-solve site issues related to geotechnical works.

Pahang - Selangor Raw Water Transfer Project:

Lot 1-1 Water Transfer Tunnel and Related Works (2008) Lot 1-2 Kelau Dam and Related Works (2010) Lot 1-3A Semantan Intake Pumping Station and Related Works (2009) For Ministry Of Energy, Water and Communications Preparation of tender submission which include planning, work method statements

and sub-contractor evaluation.

Rehabilitation and Refurbishment of Existing Marine Facilities at Labuan Shipyard for Realmild (M) Sdn Bhd (2007) A design and built contract to refurbish and upgrade existing syncrolift, berthing

structures, seawall, seabed dredging and construction of new corporate office. 1999 to 2007 Senior Geotechnical Engineer / :- T&T KONSULT SDN BHD Project Manager ASSOCIATE COMPANY OF TONKIN &

TAYLOR INTERNATIONAL, NEW ZEALAND Proposed Electrified Double Tracking Project from Ipoh to Padang Besar. Package

N7-Taiping to Kuala Kangsar and N8-Kuala Kangsar to Ipoh for MMC Gamuda JV (2007) Lead a team of geotechnical engineers to commission site investigation and carry out

detailed design for ground improvement works. Due to stringent requirement on settlements for high speed train, methods such as replacement, preloading, vertical drains, stone columns and piled embankment will be carried out.



Proposed Manufacturing Facility on Lot PTD 87636 PLO 48 at Taman Perindustrian Johor, Mukim Senai-Kulai, Johor Bahru for Halliburton Manufacturing & Technology (M) Sdn Bhd (2007) Carried out detailed design of the foundation to support heavy floor loading.

EPC for Offshore Package, Shuqaiq Independent Water and Power Project Phase

II, Saudi Arabia for Zelan Arabia Construction Ltd (2007) Zelan as the EPC contractor has been appointed to construct fuel oil unloading jetty,

triple cell box culvert for water Intake, discharge channel and outfall structure, ash pond and temporary works for intake structure. Major geotechnical works are marine piles for jetty/dolphins/triple cell box culvert, ground improvement, temporary works design, dewatering system and stability analyses.

EPC for Offshore Package, Shuaibah SWPP Phase III, Saudi Arabia for Zelan

Arabia Construction Ltd (2006) Engaged by EPC contractor to carry out dewatering design of the cofferdam for

Seawater Intake Pump Station. The site is underlain by loose sand and porous coralline limestone. Seepage analyses using SEEP/W had been carried out to design the cut-off depth and estimate the flow rate. Other geotechnical works involved are grouting, stability analysis and piping analysis.

Proposed New Head Office and Operational Facility at Jalan 223, Petaling Jaya for

AMWAY (M) Sdn Bhd (2006) The proposed site was an ex-mining land located at the interface between Kenny Hill

Formation and Granitic rock. Site investigation was carried out to determine the subsoil profile and properties of the mine tailing materials.

Proposed Resort Hospital Development at Lardprao, Bangkok, Thailand for Health

Solutions (M) Sdn Bhd (2006) Plan and commission subsurface investigation to determine geotechnical properties

of the Bangkok Clay for detailed design of ground improvement, piled foundations and retaining structures.

Cadangan Membina dan Menyiapkan Institut Pendidikan Tinggi Albukhary, Jalan

Langgar, Mukim Alor Malai, Daerah Kota Setar, Kedah (2006) The proposed site is underlying by thick layer of soft clay. Buildings had been

designed to rest on piles driven to set and downgrade for negative skin friction due to consolidation of ground.

Proposed Rees Resort for Beech Cove Properties Ltd, Queenstown, New Zealand

(2005) The site will be cut and supported by rows of contiguous bored pile walls. Check and

review the retaining wall analyses and construction drawings done by NZ office.



Proposed Data Centre at PT 12101 – 12103, Cyberjaya for Bank Negara Malaysia (2005) Plan and commission site investigation for detailed design of piled foundation and

retaining walls. Basic Engineering Design for Construction of Additional PSR-2 Crude Tank at

Sungai Udang, Melaka for Petronas Penapisan (Melaka) Sdn Bhd (2005) Two additional crude tanks were proposed within the refinery complex. One of the

76m diameter tank located on fill ground underlying by 40m thick alluvial deposits. Cadangan Pusat Pelupusan Sisa Pepejal Sanitari Bukit Tagar, Mukim Sungai

Tinggi, Daerah Hulu Selangor, Selangor (2004) An oil palm plantation has been converted to a 2000 acres landfill with an anticipated

life of 40 years. Carried out soil investigation and ground permeability tests. Identified areas required ground treatment and checked stability of embankment.

Proposed Menara TSH at Lot 47086, Jalan Semantan, Kuala Lumpur for TSH

Resources Berhad (2004) The proposed office building will be constructed on a sloping ground. Installed one

row of contiguous bored piles wall to facilitate 12m deep excavation. Temporary ground anchors and struts were used to retain excavation before the lateral soil pressures being transferred to shear walls and bored piles foundation.

Proposed Interchange, Toll Plaza and Access Road at KM419.1 North South

Expressway, Mukim Sungai Tinggi, Daerah Hulu Selangor, Selangor (2003) The proposed dual-carriageway road served as direct access to Bukit Tagar Estate.

Two bridges and few vehicle underpasses will be constructed along the 9km route. Proposed 3x700 MW Coal-Fired Power Plant at Tanjung Bin, Pontian, Johore

(2003) A reclaimed site with 4m to 8m of hydraulic sand fill over 22m thick soft marine clays.

Major tasks are: Review the design for reclamation and ground improvement works Carried out additional site investigation for foundation and cofferdam designs and

prepare geotechnical interpretative report Assessment of pile capacity and carry out full scale pile testing program on bored

and spun piles (axial compression, tension and lateral load tests) Interpretation of preliminary pile testing results and recommend pile capacity Derived driving criteria for various sizes of spun piles.

Proposed Financial Services Resource Centre at Jalan Dato’ Onn, Kuala Lumpur

for Bank Negara Malaysia (2003) A 10-storey building with 4 levels of basement is proposed on a sloping site. The

basement excavation requires the construction of a permanent diaphragm wall supported by temporary ground anchors.



Proposed Kampung Sungai Tekek Marina Development, Pulau Tioman, Pahang Darul Makmur (2003) The marina development consists the construction of two breakwaters totalling 500

metres, a cargo jetty, dredging and river diversion works. Proposed Northern Loop (10 km) and Dam Access Roads (4 km) at Bukit Tinggi

Resort, Bentong (2002) The alignment of both two-lane single carriageway roads will traverse mostly rolling

and mountainous terrains comprising of primary jungle. Responsible for the site investigation and design of steep cut and fill slopes, reinforced slope, rock slope treatment and retaining walls.

Cadangan Membina Sebuah Balai Bomba Dua Bay dan Kompleks Kediaman di

Lot-lot PT 12123 & PT 12124 di Zon Flagship, Cyberjaya (2002) The site earthworks involved cut and fill to the proposed platform level. The

geotechnical design includes shallow foundation, pile foundation and reinforced concrete retaining walls.

Cadangan Membina Dan Menyiapkan Pembangunan Jalan Hubungan Dari

Lehuhraya B15 Ke Terminal Pengangkutan Barat, Presint 7, Putrajaya (2002) A four-lane underpass will be constructed as part of the interchange project. This

concrete structure and 8m height reinforced earth walls are founded on previous fill ground.

Proposed Residential Development at Lot 8972, Tai Hang, Hong Kong (2002)

Perimeter pipe pile retaining wall had been proposed to facilitate the construction of

foundation works for four residential towers. The 15m height wall will be supported by multiple levels of internal strut. The detailed design involved assessment of wall and ground movements. Soil nailing had been proposed to stabilise the temporary cut slopes.

Proposed Butane Storage at Port Tank Farm, Kuantan Port, Pahang (2002)

Four 5000 Ton bullet tanks were proposed on the reclaimed site which is surrounded

by existing petro-chemical plants and facilities. Extensive soil investigation boreholes and piezocone tests were carried out. A geotechnical interpretative report was prepared to present the subsoil conditions, recommended foundation options and construction issues.

MTRC’s Tseung Kwan O Extension, Contract 603 – Black Hill Tunnels, Housing

Authority’s Entrusted Works for Yau Tong Phase 4 Redevelopment, Hong Kong (2001) Detailed design of large-diameter and sleeved bored pile foundations. This housing

redevelopment project is situated directly above four railway tunnels. Since the proposed foundation piles will be located between the underlying tunnels, detailed design required an assessment of the lateral and vertical stress acting on the tunnel lining due to the proposed foundations.



Cadangan 2 Block Rumah Pangsa Sederhana 14-15 Tingkat Di Atas Lot 1685, Sebahagian Lot 27396, Pandan Indah, Mukim Ampang, Daerah Ulu Langat, Selangor (2001) The Majlis Perbandaran Ampang Jaya requested that the owner of this development

submit an independent geotechnical assessment report for the site after construction had been completed. The property is located on a site once used as a tin mine and tailings pond, and the bedrock geology comprises Limestone. An assessment of the geotechnical conditions present on site, and the as-built foundation system, was completed.

Cadangan Pembangunan Pejabat Empat Tingkat Di Atas Sebahagian Plot 12064, Di Zon Flagship Cyberjaya, Mukim Dengkil, Daerah Sepang, Selangor (2001) The Ericsson building is located on a site that originally comprised swampy ground,

and fill up to 2.5 metres thick was placed to form the building platform. The geotechnical design involved assessment of negative skin friction on the proposed pile foundations.

Cadangan Pembangunan Sebuah Hotel Empat Tingkat Di Atas Sebahagian PT 111,

Precinct 1, Wilayah Persekutuan Putrajaya (2001) The proposed Hotel is located on sloping cut ground. Site investigation works were

planned to derive geotechnical parameters necessary for shallow foundation and retaining wall design.

Cadangan Pembangunan Kompleks Perbadanan Putrajaya Fasa 1 Yang

Mengandungi Blok Pejabat, Pusat Persidangan and Oditorium Di Atas Sebahagian PT 116 (Plot 3G2), Precinct 3, Wilayah Persekutuan Putrajaya (2000) A comprehensive site investigation was carried out to identify the bedrock level and

geotechnical design parameters. Due to variation in the bedrock level, a combination of bored piles and micropiles were proposed. Other geotechnical works included the design of a 3-level perimeter basement retaining wall.

Damage To Road, Sheet Piles and Third Party Houses Due to Soil Movement At

Lot 26103, Damansara, Petaling Jaya, Selangor (2000) An independent engineering review report was prepared for the contractors

insurance company to ascertain the likely cause of the observed damage. The scope of works included a review of the retaining wall design, field monitoring results, and the third-party damages.

Cadangan Membina Satu Blok Apartmen Servis 18 Tingkat Dengan 5 Tingkat

Basemen Tempat Letak Kereta Di Atas Lot 934 Dan 935, Seksyen 57, Jalan Bedara, Kuala Lumpur (2000) This apartment is located within the Kuala Lumpur city centre and is surrounded by

existing buildings. The five level basement was constructed using “top-down” construction method. The geotechnical scope of work completed on this project included detailed site investigation, submission of geotechnical report to Dewan Bandaraya Kuala Lumpur, review contractor’s alternative designs and assessment of construction monitoring results.



Cadangan Membina Persimpangan Bertingkat Di Jalan Tun Razak – Jalan Ampang Underpass, Kuala Lumpur (1999) Instrumentation, monitoring and analysis of monitoring data during the construction of

the Jalan Tun Razak underpass. The Jalan Tun Razak underpass is located under Jalan Ampang, and lies approximately 2 metres above two PUTRA LRT tunnels. Construction of the underpass started in 1999, and comprehensive real-time monitoring was undertaken within the tunnels to ensure the safety of the underlying tunnels and the adjacent structures. The instrumentation program included a Bassett Convergence System, Electro-level Beams, and an Automated Tunnel Survey Monitoring System.

West Rail Viaducts, Contracts CC 201 & CC 211, Kam Tin to Tin Shui Wai and Tin

Shui Wai To Tuen Mun North, Hong Kong (1999) Assisted in the detailed design of twin rail viaducts foundations to be constructed in

the Western New Territories, Hong Kong. 1995 to 1999 Senior Geotechnical Engineer :- SSP GEOTECHNICS SDN BHD Proposed Retaining Wall, Lot 4222, Rawang, Selangor (1999)

Preparation of specifications, tender documents and drawings for a 600-metre long

contiguous bored pile wall constructed to retain one side of a limestone quarry face. Proposed Commercial Complex at Mukim Petaling, Daerah Petaling, Selangor

(1998) A multi-storey complex was proposed for an abandoned mine site where loose sand

overlies limestone bedrock. Geotechnical investigations was carried out at key column positions to identify, and if appropriate quantify, the cavities. Several different foundation options were assessed, and cost comparisons were presented to the client in conjunction with a detailed design report.

Independent Geotechnical Assessment for a Proposed Shopping Complex, Car

Park and Hotel at Mukim Batu, Kuala Lumpur (1998) About 150 bored piles were installed for the foundations of a Shopping and car-park

complex on land once occupied by a tin mine. Static and dynamic pile load tests showed that most of the piles had unsatisfactory in-service performance as they settled excessively under the working load. Detailed analysis indicated that the pile sockets, which were founded within limestone, had failed. A detailed report was prepared which included recommendations for remedial works.

Proposed Port Dickson International Marina, Port Dickson, Negeri Sembilan (1998)

A reinforced concrete sheet pile wall failed due to excessive movement. Responsible

for the design of remedial works that comprise cantilever steel sheet pile walls. A design report was prepared and walls have been successfully repaired.



Proposed Sheet Pile Retaining Wall at Telok Gadung Shipyard, Port Klang (1998) A sheet pile seawall was proposed to retain a platform underlain by very soft marine

clay. Detailed site investigations were carried out with CPT piezocone. Analysis and design was completed out for different ground treatment options.

Independent Geotechnical Review for the foundations of the Proposed Serviced

Apartment, Hotel and Retail Areas of Plaza Rakyat, Jalan Pudu, Kuala Lumpur (1998) Some 2500 bored piles were installed for a piled raft foundation. Responsible for

independent geotechnical review of the as-built piles based on pre-construction and construction data. The scope of work included the analysis and interpretation of pile load test results and completing a finite element analysis for the whole raft.

Geotechnical Investigation into cracks on South Apron along the BHS Tunnel at

Kuala Lumpur International Airport, Sepang, Selangor (1997) Crack lines were observed on a concrete apron slab for a tunnel after completion. A

comprehensive geotechnical investigation was completed to identify the cause of the failure. Boreholes and CPT piezocone results showed loose sand backfill beside the cut-and-cover BHS tunnel. Compaction grouting was proposed as remedial works. The contractor's method statement was reviewed and approved. Monitoring of ground heave was undertaken during grouting and the work was successfully completed.

Prepared Housing Development, Mukim Cheras, Daerah Hulu Langat, Kuala

Lumpur (1997) This housing development is located on 83 acres of ex-forest reserve. The site

topography is hilly, and slope gradients are often greater that 35o. A detailed site investigation was completed for the preparation of a geotechnical report. This report provided recommendations for the design of the slopes, slope protection works and the optimum foundation solution. During construction of the project earthworks, the Contractor's construction of the cut slopes, turfing and rock blasting were closely monitored.

Proposed West Port Fertiliser Warehouse Facility at Pulau Indah, West Port, Port Klang (1997) Four pre-construction test piles were driven through 30 metres of soft marine clay for

tension and compression load test purposes. An interpretative report of the test results was prepared, and a foundation design was recommended to the client.

Proposed Berjaya Star City At Lots 145 And 339, Section 52, Jalan Imbi, Kuala

Lumpur (1997) This project comprised the detailed design of a diaphragm wall, its instrumentation,

and its construction monitoring. The foundations of the diaphragm wall comprised micropiles socketed in Kuala Lumpur Limestone, and foundation preparations included the treatment of cavities and slime zones.



Proposed River Bank Protection, Sg. Linggi, Seremban (1997) A section of the Sungai Linggi riverbank was badly eroded by floodwaters, and a

sewerage pipe that runs parallel to the riverbank was exposed. Analysis and design was carried out for different protection wall options such as cantilever sheet pile and gabion walls.

Proposed Jelutong Expressway and Coastal Reclamation, Penang (1996)

This development consists of 250 acres of reclaimed land along the seashore at

Jelutong. Preliminary and detailed site investigations were undertaken and boreholes and CPT piezocone were completed offshore in water up to 6 metres deep. Field and laboratory test results were analysed, and preliminary design undertaken for various ground treatment options. The scope of work for this project included the design of an instrumentation and monitoring program, and the preparation of specifications, tender documents and tender drawings.

Proposed Break-Water for Marang River Mouth, Marang, Terengganu (1996)

Offshore geotechnical investigation program comprising boreholes, CPT piezocone

tests and a seismic survey was completed for the proposed breakwater.

Phileo Promenade, Jalan Tun Razak, Kuala Lumpur (1996) Responsible for the analysis and design of a cantilevered contiguous bored pile wall

to retain an 11 metre high cut.

Independent Review of Contractor's Alternative Design for City Square Development, Johor Bahru, Johor (1995) Cracks were observed in properties surrounding an anchored temporary sheet pile

wall constructed to provide support to a four level basement excavation. Responsible for an independent engineering review of the Contractor’s design.

1995

Project Engineer :- UCP GEOTECHNICS SDN Mixed Development at Phileo Avenue, Jalan Yap Kwan Seng, KL. (1995)

Project engineer responsible for the site investigations at column locations,

earthworks and excavations for a three level basement, construction of a contiguous bored pile wall, foundation bored piles and the installation of fully instrumented test piles for static load test.



1994 TO 1995 Design / Project Engineer :- PANTAS EDAR SDN BHD Plaza Melaka City Centre, Melaka (1994)

Design team member for the alternative design of foundation bored piles, a load

bearing diaphragm wall and temporary strutting of a tower block and basement.

Northwest Development – Central Plant Structure at Kuala Lumpur City Centre (1994) Site engineer for the construction of a bored pile diaphragm wall and plunge-in type

columns. A top down construction method was adopted for the basement construction.

Amcorp Trade Centre, Petaling Jaya (1995) Project Engineer responsible for the construction of bored piles, a diaphragm wall

and ground anchors for a large mixed-use development. Comprehensive cavity probing was undertaken during construction to identify cavities that were subsequently filled with cement grout.


Engr SHARMEELEE SUBRAMANIAM

SHARMEELEE SUBRAMANIAM Curriculum Vitae

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Present Position : Geotechnical Engineering Manager Nationality : Malaysian Year of Birth : 1973 Qualification M.Eng. (Geotech) 2003

National University of Singapore, Singapore

B.Eng. (Civil) 1998 Karnataka Regional Engineering College, India

Affiliations Graduate Member, Board of Engineers, Malaysia (BEM). Graduate Member, Institution of Engineers, Malaysia (IEM). Professional Experience February 2004 – Present Engineering Manager :- GCU Consultants Sdn Bhd Currently involved in carrying out design works and coordination of the following project:- Proposed Klang Valley MRT Proposed Mixed Commercial, Retail and Residential Development in Bukit Tinggi, Klang,

Selangor

Proposed Residential Development in Inanam, Sabah. Proposed Mixed Retail and Residential Development in Sentul, Kuala Lumpur As a senior geotechnical design engineer involved in the following projects :- Projek Mass Rapid Transit Lembah Kelang (KVMRT) Jajaran Sungai Buloh-Kajang

: Elevated Section V1 to V3 and Sungai Buloh Depot

Soil investigation (SI) planning Analysis of SI results and property characterization for geotechnical design. Design of viaduct foundation using bored pile, spun pile and caisson. Design of contiguous bored pile wall for underpass. Preparation of geotechnical assessment report. Production of drawings for the geotechnical works including preliminary and tender

drawings.



Proposed Residential Development in Inanam. Sabah

Analysis of SI results and property characterisation for geotechnical design. Settlement analysis at proposed locations of high fill. Slope stability analysis for fill slopes and cut slopes. Analysis of foundation system using driven piles, bored piles and footings. Preparation of reports to obtain approval from local authorities Attending client consultant meeting and site meeting. Construction support.

Independent Geotechnical Assessment of Proposed Cikampek-Palimanan Toll

Road in Indonesia.

Analysis of SI results and property characterisation for geotechnical design. Settlement analysis at proposed locations of high fill. Slope stability analysis for fill slopes and cut slopes. Analysis of foundation system for bridges and culverts using driven piles, bored piles

and footings. Preparation of reports on adequacy of proposed geotechnical elements Attending site meeting.

Proposed Industrial Development in Rawang, Selangor.

Soil investigation (SI) planning Analysis of SI results and property characterisation for geotechnical design. Settlement analysis at proposed locations of high fill. Slope stability analysis for fill slopes and cut slopes. Analysis and design of retaining walls. Analysis and design of foundation system using driven piles and footings. Preparation of tender and construction drawings. Design support during construction works. Prepared all submission reports to obtain approval from local authorities i.e. JMG,

IKRAM. Attending client consultant meeting and site meeting. Construction support.

Proposed Mixed Commercial, Retail and Residential Development in Bukit Tinggi,

Klang, Selangor

Soil investigation (SI) planning Analysis of SI results and property characterisation for geotechnical design. Design and analysis of temporary/permanent retention system for the construction of

two (2) level basement. Slope stability analysis for temporary cut slopes in soft clay. Optioneering, analysis and design of foundation system using driven, jack-in spun

piles, bored piles and pile raft. Preparation of tender and construction drawings. Design support during construction works. Attending client consultant meeting and site meeting.



Proposed Mixed Retail and Residential Development in Sentul, Kuala Lumpur.

Soil investigation (SI) planning Analysis of SI results and property characterisation for geotechnical design. Design and analysis of permanent basement retention system using sheetpiles for

the construction of two (2) level basement. Optioneering, analysis and design of foundation system using bored piles. Preparation of tender and construction drawings. Attending client consultant meeting.

Cadangan Pembangunan Perumahan Sesebuah (Zero Lot), Diatas Lot 587, Batu 10

¾ Mukim Hulu Langat, Selangor Darul Ehsan Untuk Tetuan SMS Developer Sdn. Bhd.

Soil investigation (SI) planning Analysis of SI results and property characterisation for geotechnical design. Settlement analysis at proposed fill locations. Slope stability analysis for fill slopes. Analysis and design of retaining walls. Analysis and design of foundation system using driven piles and footings. Preparation of tender drawings. Attending client consultant meeting

Proposed Residential Development in Bandar Ecopark, Shah Alam, Selangor.

Analysis of SI results and property characterisation for geotechnical design. Ground improvement design using surcharge preload. Slope stability analysis for fill slopes for temporary and permanent condition. Preparation of construction drawings. Design support during ground treatment and construction works.

Proposed Commercial Development, Melaka

Analysis of SI results and property characterisation for geotechnical design. Ground improvement design using surcharge preload with PVD. Slope stability analysis for fill slopes and cut slopes at drainage channel Analysis and design of ground retention system for drainage channel. Design of structural components for U-drain Preparation of tender and construction drawings. Design support during ground treatment works and construction.

Proposed Jusco Shopping Complex, Melaka

Analysis of SI results and property characterisation for geotechnical design. Ground improvement design using surcharge preload with PVD. Slope stability analysis for fill slopes Preparation of tender and construction drawings. Design support during ground treatment works.



Proposed Integrated Transport Terminal, Bandar Tasik Selatan, Kuala Lumpur

SI planning and issuing of laboratory test schedules Analysis of SI results and property characterisation for geotechnical design. Ground improvement design using surcharge preload and removal and replacement. Foundation design using bored piles. Design support during construction.

Proposed Flyover, Underpass and Localised Widening between Damansara Utama Interchange and TTDI Interchange, Kuala Lumpur.

Analysis of SI results and property characterisation for geotechnical design. Analysis and design of open and closed section of underpass. Analysis and design of piled embankment for RE Wall. Design support during construction.

Projek Jalanraya Pos Betau – Lembah Bertam, Pahang Darul Makmur

Analysis of SI results and property characterisation for geotechnical design. Slope stability analysis and recommendations on slope stability improvement for cut

slopes using WINSTABL. Analysis and design of soil nail reinforced slopes. Analysis and design of geogrid reinforced walls. Design support during construction.

New Pantai Expressway (Segmental Construction)

Analysis of SI results and property characterisation for Foundation Design. Analysis and design of foundation systems for bridges (Bridge 5, 6, 7, 8, 19, 22, 23,

24) employing various types of deep foundations such as RC spun piles, large diameter bored piles and micropiles for various subsoil formations like Granite, Kenny Hill and Limestone Formations.

Pile group analysis using ‘PIGLET’ for deep foundations. Single pile analysis using ‘WALLAP’ for caissons.


Analysis of SI results and property characterisation for Foundation Design. Pile optioneering Single pile and group pile analysis Design for micropiles and bored piles.

Design, Construction, Commissioning and Completion of Regional logistic Hub

(Phase 1) for MISC Logistic Sdn Bhd

Analysis of SI results and property characterisation for foundation and ground treatment design.

Pile foundation design Ground treatment for the roads and container yard.



Proposed Government Building (Parcel 4G7) at Precinct 4, Putrajaya Strutted basement retention system design and analysis for construction of car park Design support during construction.

National Sewage Treatment Plant Project for Sewerage Department of Malaysia

Advise on foundation and earthworks. Settlement analysis. Design support during construction.

Construction of TESCO Hypermarket at Bandar Setia Alam for S P Setia Sdn Bhd.

Analysis and evaluation of SI RC pile foundation design

Construction of High-end Commercial Complex (P8 North Commercial) at Bandar

Setia Alam for S P Setia Sdn Bhd.

Analysis and evaluation of SI RC pile foundation design

TNB Development Project, Shah Alam West.

Analysis and evaluation of SI Design of stone columns for slope repair.

Sewage Treatment Plant, Shah Alam.

Geotechnical study on failure of the plant.

Proposed North Annex and Car Park at North Tower, Subang Jaya Medical Centre.

Analysis and evaluation of SI Design and detailing of foundation (i.e. bored piles and micropiles) Design assessment of proposed ground retention system (i. e. contiguous bored

pile wall) for basement September 2000 – April 2003 Graduate Student :- National University of Singapore, Singapore

Master of Engineering (by Research) in Geotechnical Engineering. Area of Research – Transient Seepage In Unsaturated Soil.



December 1998 – August 2000 Lecturer :- Inti College, Bandar Baru Nilai, Malaysia

Teaching students, at various levels, subjects ranging from basic engineering courses to core civil engineering subjects.

Formulating syllabus for civil engineering courses to comply with the requirements of the local regulating board as well as to satisfy the needs of the students.

Overseeing lab sessions which include teaching and demonstrating various equipments and software with a ‘hands on’ approach to propagate deeper understanding of the purpose and principle of the experiments conducted.

Setting and evaluating exam papers which satisfy the requirements of partner universities abroad as well as to fully test the students knowledge.