11 May 2014 Ground Floor Ashghal Tower 1 ﺿﺧﻣﺔ ﻣﺷﺎرﯾﻊ ﺷرق ...

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Dragados Leighton AlJaber Engineering Joint Venture

11 May 2014 Ground Floor Ashghal Tower 1

ضخمة مشاريع شرق معبر برنامج Mega Projects Sharq Crossing Programme العامة األشغال هيئة Public Works Authority

Doha, State of Qatar PO Box 22188

Attention: Manager of Contracts Department

Dear Sir, EOI & Stage 1 PQQ for Contractors for the Sharq Crossing Programme

Cultural City Approach & Bridge Contract

Thank you for your invitation to prequalify for the above-captioned programme of works. Please

find attached our EOI and pre-qualification application for the Cultural City Approach & Bridge

Contract for your review and consideration.

Our Dragados / Leighton / AlJaber Engineering JV comprises three large international contracting companies, which combine to bring together the following attributes:

35 years of experience in Qatar

Qatar’s largest construction company

Qatar’s largest fleet of construction plant and equipment

One of the region’s largest construction groups

72 years of experience in major infrastructure, including iconic bridges and tunnels

Part of the world’s largest construction group

Our JV also intends to partner world renowned consultants HDR in collaboration with Carlos

Fernandez Cassado and Leonhardt, which we have worked with extensively.

Dragados of Spain, who is wholly owned by the largest International Contractor – the ACS

Group, is the largest contractor in Spain, and operates in Europe and in North and South

America. Dragados has an extensive portfolio of major bridge and tunnel projects. Dragados

has also worked extensively with Calatrava.

Leighton, operating through the Habtoor Leighton Group (HLG) in the MENA region is also

part of the ACS Group. HLG has been in the region for over 40 years and has operated in

Qatar for over 10 years, its infrastructure projects are delivered through its locally registered

entity - Leighton Contracting Qatar. The Group has almost 20,000 employees in the Gulf.

AlJaber Engineering is a multi-disciplined local Qatari construction contractor with a

demonstrable track record for the successful delivery of complex and challenging projects. It

has the management resources, in-house expertise, and established relationships to undertake

significant infrastructure and multidisciplinary contracts and complete them to time and budget.

AlJaber Engineering brings the capability and resources to mobilize a significant fleet of plant

and equipment at short notice, and the availability of its related-company asphalt, aggregate

and concrete plants equips it to complete large projects efficiently and effectively.

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Our JV looks forward to the opportunity to provide you with a proposal which exceeds your

expectations in terms of quality, health and safety and on time completion.

Signed for and on behalf of


Manuel Pardo

Executive General Manager

Pre-Contracts

Application Submission Sheet

SHARQ CROSSING PROGRAMME

STAGE 1 PQQ DOCUMENT FOR PROCUREMENT OF

CONTRACTORS

STATE OF QATAR

PUBLIC WORKS AUTHORITY

APPLICATION SUBMISSION SHEET

Page 2 of 4 STATE OF QATAR, PUNLIC WORKS AUTHORITY

STAGE 1 PQQ DOCUMENT - SHARQ CROSSING PROGRAMME

Date: 11 May 2014

To: Public Works Authority

We, the undersigned, apply for Stage 1 PQQ approval for the following Sharq Crossing

Programme projects as per the Stage 1 PQQ Acknowledgement form and reconfirmed below (tick

box as applicable):

☐ Land Based Enabling Works Contract

☐ Marine Based Enabling Works Contract

☐ West Bay Approach & Bridge Contract

☒ Cultural City Approach & Bridge Contract

☐ Sharq Approach & Bridge Contract

☐ Immersed Tunnel & Marine Interchange Contract

☐ Systems Integration Contract

☐ Surface Street Modifications Contract

☐ Operation & Maintenance Contract

Identify below your preferences for the projects as per the Stage 1 PQQ Acknowledgement form

and reconfirmed below. Insert numbers from 1 to 9 in the box adjacent to the projects with 1

indicating your most preferred project and 9 indicating your least preferred project:

☐ Land Based Enabling Works Contract

☐ Marine Based Enabling Works Contract

☐ West Bay Approach & Bridge Contract

☒ Cultural City Approach & Bridge Contract

☐ Sharq Approach & Bridge Contract

☐ Immersed Tunnel & Marine Interchange Contract

☐ Systems Integration Contract

☐ Surface Street Modifications Contract

☐ Operation & Maintenance Contract




We, the undersigned declare that:

(a) We have examined and have no reservations regarding the Stage 1 PQQ Document, and

addenda issued in accordance with ITA 7:

(b) We, including any sub-contractors have not been declared ineligible by the

Authority’s nor Qatar’s laws or official regulations

(c) ☒ We are not a government owned entity.

☐ We are a government owned entity and we meet the requirements of

ITA Sub- clause 4.4.

(d) We understand the following:

i. That you may cancel the Stage 1 PQQ process at any time;

ii. That you are not bound to accept any Application;

iii. That you are not bound to invite the approved Applicants to Stage 2 PQQ or tender

for the works which are the subject of this Stage 1 PQQ;

iv. That you incur no liability to the Applicants in accordance with ITA 25.1.

Prime Contractor or Lead Partner

Signed:

Named: José Antonio López-Monís

In the capacity of: CEO and Managing Director

Who is duly authorized to sign the Application for, and on behalf of:

Applicant’s Legal Name: Leighton Contracting Qatar WLL

Address: 4th Flr., Al Jassim Building,

Suhaim Bin Hamad St. P.O. Box

11346 Doha, State of Qatar

Date: 11 May 2014




JV Partner 2

Signed:

Named: Alfonso Travesí Cabetas

In the capacity of: Authorized Representative


Applicant’s Legal Name: Dragados S.A.

Address: Avda. Camino de Santiago, 50

Madrid, Spain

Date: 11 May 2014

JV Partner 3

Signed:

Named: Alex Calfat

In the capacity of: Executive Manager Commercial


Applicant’s Legal Name: AlJaber Engineering LLC

Address: P.O.Box 22801,

Doha, State of Qatar

Date: 11 May 2014

Form ELI - 1.1

Application Information Sheet



CONTRACTORS

STATE OF QATAR


FORM ELI 1.1 APPLICANT INFORMATION SHEET

Page 2 of 4 STATE OF QATAR, PUBLIC WORKS AUTHORITY


Date: 11 May 2014

Programme: Sharq Crossing Programme

Reference No. 04 - Cultural City Approach and Bridge Contract

Applicant’s Legal Name: Dragados / Leighton / Al Jaber Engineering JV

In the case of an Association, the legal name

Applicant’s actual or intended country of constitution: Doha, State of Qatar

Applicant’s actual or intended year of constitution: 2004 in Qatar

Legal status of Applicant Exists under Pre Bid JV Agreement

Parent Company (if the Applicant is a subsidiary company, give the name and address of the

parent company or companies together with the details of affiliation status - % of

shareholding)

Leighton Contracting Qatar (33,33%) / Dragados, S.A. (33,33%) / AlJaber Engineering (33,33%)

Number of Years of experience of the Applicant in Qatar:

Leighton Contracting Qatar 8 years, Al Jaber Engineering 40 years

In countries other than Qatar:

Al Habtoor Leighton Group 28 years, Dragados 72 years, AlJaber Engineering 30 years

Number of Years of experience of the Parent Company in Qatar: 10 years

In countries other than Qatar: N/A

Market area covered: National / Regional / International. If Regional or International, list

countries of operation:

The JV Partners collectively in all continents and regions, including the GCC, Asia, Europe, Australia, North and South America and also in Africa

Applicant’s authorised representative information

Name: José Antonio López-Monís, CEO and Managing Director

Address: HLG Building, Airport Road, Rashidiya,

Dubai, UAE P.O. Box 10869

Telephone number +971 4 285 7551

Email address [email protected]




Attached are copies of the following documents:

☐ 1. In case of a single entity, articles of incorporation or documents of constitution of the

legal entity named above (One A4 sheet only)

☒ 2. In the case of an Association, the joint tendering agreement, in accordance with

ITA 4.1.

☐ 3. In the case of a government-owned entity, documents establishing legal and

financial autonomy and compliance with commercial law, in accordance with

ITA 4.4 (One A4 sheet only)




Appendix 1. JV Agreement

11 May 2014

Sharq Crossing EOI and PQQ Stage 1

JV Agreement

Please be aware that we consent to the following:

1. The following three members (collectively referred to as the “JV Members”) intend to prepare and submit a Tender for the construction of the above-captioned Project (hereafter referred to as the "Project") to the [Employer’s / Client’s name] (hereafter referred to as the "Employer"):

(a) Leighton Contracting Qatar LLC, a limited liability company organized and existing under the laws of the Qatar, with commercial registration number 33241, classified as a Grade 1 Contractor for Road, Drainage, Water Works specialisation, as per the Central Tenders Committee’s Contractors Classification System;

(b) Dragados S.A., a limited liability company organized and existing under the laws of the Spain, with Fiscal Number A-15139314;

(c) AlJaber Engineering LLC, a limited liability company organized and existing under the laws of Qatar, with commercial registration number 21753, classified as a Grade 1 Contractor for Road, Drainage, Water Works specialisation, as per the Central Tenders Committee’s Contractors Classification System;

2. To commit to signing and submitting a legalized Joint Venture Agreement for the Project as the ‘Habtoor Leighton / Dragados / AlJaber Engineering Joint Venture’, under which (a) the JV Members will be jointly and severally liable, (b) one JV Member will be nominated as the Leading Company, and (c) a Power of Attorney will be given to a Joint Venture Representative to represent the JV in all matters related to the Tender.

3. To nominate and authorize Leighton Contracting Qatar LLC to represent the Joint Venture to the Employer on all matters in relation to the submission of this Prequalification, including any post tender clarifications.

Signed for and on behalf of:

Leighton Contracting Qatar LLC

José Antonio López-Monís

Authorised Representative

Dragados S.A.

Alfonso Travesi Cabetas Authorised Representative

Al Jaber Engineering LLC

Alex Calfat

Authorised Representative

Form ELI - 1.2

Information Sheet



CONTRACTORS

STATE OF QATAR





Date: 11 May 2014


Reference No. 04 - Cultural City Approach and Bridge Contract

Applicant’s Legal Name Dragados / Leighton / Al Jaber Engineering JV

Partner legal name

Dragados S.A.

Leighton Contracting Qatar WLL


Partner country of constitution Doha, State of Qatar

Partner year of constitution 2014

Partner legal address in country of constitution

Partner authorised representative information

Name: José Antonio López-Monís, CEO and Managing Director

Address: HLG Building, Airport Road, Rashidiya,

Dubai, UAE P.O. Box 10869

Telephone number: +971 4 285 7551

Email address: [email protected]

Attached are copies of the following documents:

☒ 1. Articles of incorporation or documents of constitution of the legal entity named

above (One A4 sheet only)

Appendix 1: Dragados Articles of Association from Page 3

Appendix 2 : Leighton Contracting Qatar Articles of Association from Page 27

Appendix 3 : Appendix 3 on Page 48

☐ 2. In the case of a government-owned entity, documents establishing legal and

financial autonomy and compliance with commercial law, in accordance with ITA 4.4

(One A4 sheet only)




Appendix 1. Dragados Articles of Association




Appendix 2. Leighton Contracting Qatar Articles of Association




Appendix 3. AlJaber Engineering Articles of Association

Form REG - 2.1

Company Registration



CONTRACTORS

STATE OF QATAR


FORM REG 2.1 COMPANY REGISTRATION



Table of Contents

Form 2.1 - Company Registration ................................................................................................. 3

1. LCQ & HLG Commercial Registration Certificate ................................................................ 13

2. Trade License ..................................................................................................................... 17

3. Chamber of Commerce Certificate ...................................................................................... 18

4. Computer I.D. ...................................................................................................................... 19

5. Organisational Chart ........................................................................................................... 20




Form 2.1 - Company Registration

1. Registration in home country

(evidence to be provided as supporting information in the submission – One A4 sheet only)

Year established Country / Area where registered Registration / License No.

1986 United Arab Emirates 217023

2. Registration in Qatar, if it already exists

(evidence to be provided as supporting information in the submission – One A4 sheet only)


2006 Qatar 33241

3. If not registered in Qatar, provide details of working arrangement for delivering services in Qatar

(One A4 sheet only)


Not Applicable

4. If the Applicant is already in, or intends to form an Association with one or more other contractors for the provision of works, provide the following information:

Name of partner(s) Specialisation Current Address

Contact Person Contact Details

DRAGADOS, S.A. Construction Spain Margarita Gragera +34 91703 8243


Construction Qatar Alex Calfat +974 4444 6206

5. Fields of Specialisation of the Applicant

Major sector List specific fields(s)

a. Bridges Refer to Attachment to Form REG – 2.1 Company Registration for the details

b. Highways

c. Marine Works

d. Others




6. Company Structure

Detailed organisation chart(s) to be provided as supporting information in the submission

(One A4 sheet only):

(a) For the Partner submitting the Stage 1 PQQ Application showing the relationships within an Association and with sub-contractors.

(b) For the Prime Contractor or Partners showing the relationship with their parent company (if applicable).

7. Applicants Membership of Professional Bodies (if applicable):

Professional Association

Acronym Type of Membership Member Since (year)

-




2. Dragados Registration




3. Dragados Organisational Chart




1. LCQ & HLG Commercial Registration Certificate




2. LCQ Trade License




3. LCQ Chamber of Commerce Certificate




4. LCQ Computer I.D.




5. LCQ Organisational Chart




6. Al Jaber Engineering

Form CON - 3.1

Historical Contract Non-Performance



CONTRACTORS

STATE OF QATAR


FORM CON 3.1 HISTORICAL CONTRACT NON-PERFORMANCE



Applicant’s Legal Name: Dragados Leighton AlJaber Engineering JV

Date: 11 May 2014


Reference No. 04 – Cultural City Approach and

Bridge Contract

Non-Performing Contracts in accordance with series No. 3.1 of Compliance Table in

Section III, Subsection B of Qualification Criteria

☒ Contract non-performance did not occur during The Last 5 Years

OR

☐ Contract(s) not performed during The Last 5 Years

Form FIN - 4.1

Financial Situation



CONTRACTORS

STATE OF QATAR


FORM FIN 4.1 FINANCIAL SITUATION



Applicant’s Legal Name: Dragados S.A. Date: 11 May 2014



Bridge Contract

Exchange Rate used 1 € = 5.045 QAR

Financial Information in QAR ‘000

Year 2012 Year 2011 Year 2010 Average

Total Assets (TA) 24,674,701 20,698,828 19,459,629 21,611,053

Total Liabilities (TL) 21,678,844 17,697,855 16,580,049 18,652,250

Net Worth (NW) 2,995,857 3,000,973 2,879,580 2,958,803

Accounts Receivable (AR) 7,786,357 5,867,174 4,482,008 6,045,180

Current Assets (CA) 16,286,688 12,555,809 11,584,203 13,475,567

Current Liabilities (CL) 20,112,730 15,715,609 15,451,670 17,093,336

Total Revenue (TR) 14,144,772 11,557,742 7,878,958 11,193,824

Operating Profit (EBIT) 877,658 913,750 988,457 926,622

Net Revenue (NR) 936,019 864,203 587,798 796,007

Current Assets/Current

Liabilities (Current Ratio) 0.8098 0.7989 0.7497

0.7861

Operating Profit/Total Revenue

(Profit Margin) 0.062 0.0791 0.1255

0.0889

Total Revenue/Total Assets

(Return on Assets) 0.5732 0.5584 0.4049

0.5122

Total Liabilities/Total Assets (Debt

Ratio) 0.8786 0.855 0.852

0.8619

Auditor’s name, address and telephone number.

Deloitte, S.L. Plaza Pablo Ruiz Picasso, 1 Torre Picasso 28020 Madrid (Spain) Tel.: +34 915 14 50 00 Fax: +34 915 14 51 80 www.deloitte.es




Applicant’s Legal Name: Leighton Contracting Qatar WLL Date: 11 May 2014



Bridge Contract



Total Assets (TA) 9,213,363 10,064,106 10,467,266 9,914,912


Net Worth (NW) -106,009 275,810 2,104,092 757,965




Total Revenue (TR) 3,662,737 4,813,133 5,952,575 4,809,482

Operating Profit (EBIT) -246,661 -1,763,986 -284,856 -765,168

Net Revenue (NR) -400,012 -1,824,328 -276,329 -833,557


Liabilities (Current Ratio) 1.23 1.22 1.19 1.21


(Profit Margin) -0.07 -0.37 -0.05 -0.16


(Return on Assets) 0.40 0.48 0.57 0.49

Total Liabilities/Total Assets (Debt

Ratio) 1.01 0.97 0.80 0.92


Deloitte

Emaar Square, Building 3

Downtown Dubai

Phone number : +971 (0) 4 376 8888

Fax number : +971 (0) 4 376 8899

P.O. Box 4254, Dubai




Applicant’s Legal Name: Al Jaber Engineering LLC Date: 11 May 2014



Bridge Contract

Exchange Rate used 1 € = 5.045 QAR



Total Assets (TA) 1,113,975,507 1,128,156,039 1,265,601,215 1,169,244,254


Net Worth (NW) 355,966,285 295,775,912 319,009,439 323,577,212




Total Revenue (TR) 731,535,952 839,209,008 1,102,796,349 646,607,373

Operating Profit (EBIT) 25,648,972 21,928,425 103,939,061 50,505,486

Net Revenue (NR) 24,335,553 20,660,017 99,319,937 48,105,169


Liabilities (Current Ratio) 1.38 1.15 1.22 1.25


(Profit Margin) 3.50 2.60 10.00 5.37


(Return on Assets) 0.66 0.74 0.87 0.76

Total Liabilities/Total Assets

(Debt Ratio) 0.68 0.74 0.74 0.72


Ernst & Young - (Qatar Branch)

P.O. Box: 164, Burj Al Gassar, 24th Floor,

Majilis Al Taawon Street,

West Bay, Doha – Qatar

Tel: +974 4457 4111,

Fax: +974 4441 4649




Attached are copies of independently audited financial statements (balance sheets, including all related notes, and income statements) for the years required above:

Statements Page

Dragados Financial Statements 6

Leighton Contracting Qatar Financial Statements 96

AlJaber Financial Statements 225




1. Dragados Financial Statements




2. Leighton Contracting Qatar Financial Statements

Finances for Leighton Contracting Qatar are audited under its parent company, Al

Habtoor Leighton.




1.1 2012 Income Statement - HLG Audited Accounts




1.2 2012 Balance Sheet - HLG Audited Accounts




1.3 2011 HLG Audited Accounts




1.5 2011 Balance Sheet - HLG Audited Accounts




1.6 2010 HLG Audited Accounts




1.8 2010 Balance Sheet - HLG Audited Accounts 2010




Leighton Holdings Letter of Support




3. AlJaber Financial Statements

Form FIN - 4.2

Average Annual Sale Turnover



CONTRACTORS

STATE OF QATAR


FORM FIN 4.2 AVERAGE ANNUAL SALES TURNOVER



Applicant’s Legal Name: DRAGADOS, S.A Date: 11 May 2014


Reference No. 04 – Cultural City Approach and Bridge Contract

Annual turnover data (construction only)

Year Amount and Currency

(€ ‘000)

QAR equivalent

(‘000)

2012 2,803,721 € 14,144,772.44

2011 2,290,930 € 11,557,741.85

2010 1,561,736 € 7,878,958.12

2009 2,218,796 € 11,193,825.82

2008 2,803,721 € 14,144,772.44

Average Annual

Construction Turnover *

2,290,930 € 11,557,741.85

NOTES:

1. Annual turnover calculated as total certified payments received for work in progress or completed.

Both international turnover and local Qatar turnover should be provided if applicable.









(AED ‘000)

QAR equivalent (‘000)

2012 3,699,734 3,662,737

2011 4,861,751 4,813,133

2010 6,012,702 5,952,575

2009 6,894,775 6,825,827

2008 7,776,650 7,698,884

Average Annual

Construction Turnover * 5,849,122 5,790,631

NOTES:






Applicant’s Legal Name: AL Jaber Engineering Company LLC Date: 11 May 2014





(QAR ‘000)

QAR equivalent

(‘000)

2013 1,102,796,349 1,102,796,349

2012 839,209,008 839,209,008

2011 731,535,952 731,535,952

Average Annual

Construction Turnover * 891,180,436 891,180,436

NOTES:



Form FIN – 4.3

Financial Resources & Commitment



CONTRACTORS

STATE OF QATAR


FORM FIN 4.3 FINANCIAL RESOURCES & COMMITMENTS



Applicant’s Legal Name: DRAGADOS, S.A Date: 11 May 2014



Bridge Contract

Financial Resources

The Applicant, and each member of an Association, must complete this form, specifying the

proposed sources of financing, such as liquid assets, unencumbered real assets, lines of

credit, and other financial means, net of current commitments, which are available to meet

the total construction cash flow demands of the contracts as indicated in Section III, C.

Qualification Criteria, Subsection 4.

No. Source of Financing Amount (Euros equivalent)

1 Approved Credit Lines (31/12/12) 4,426,634.35 thousand QAR

(877,430 thousand €)

2 Cash and Cash equivalents (31/12/12) 1,358,310.76 thousand QAR

(269,239 thousand €)




Dragados Current Contract Commitments / Works in Progress

The Applicant, and each member of an Association, must complete this form, providing information on their current contract commitments, or

for which a joint tendering agreement or acceptance has been received, or for contracts approaching completion, but for which an unqualified,

full completion certificate has yet to be issued.

Name of Contract: Employer, contract address/tel/fax1

Value of outstanding

work (current QAR

equivalent)

Estimated

completion

date

Average monthly

invoicing over last

six months

(QAR/month)

Crossrail Eastern

Running Tunnels (Lot.

305)

CROSSRAIL LTD

Mr. William T. TUCKER

Director Central Area

25 Canada Square Canary Wharf London E14 5LQ

United Kingdom

T:+44 (0) 203 229 9810

E-mail: [email protected]

1,648,175,235.65 05-01-16 52,798,629.40






work (current QAR

equivalent)

Estimated

completion

date

Average monthly

invoicing over last

six months

(QAR/month)

Forth Replacement

Crossing (Design &

construction)

Transport Scotland

Mr. David CLIMIE

Forth Replacement Crossing Project Office

King Malcolm Drive Rosyth KY11 2DY, Scotland

T: 01383 421454 direct line

E-mail:[email protected]

946,135,656.07 08-12-17 10,168,797.93

Sector 2A Twininning

Road Bogotá -

Villacencio. Tunnel

Works.

Coninvial S.A.S

Mr. Luis Davila

General Manager

KM 51 Carretera Bogotá – Villavicencio Colombia

T: +571 744 3030

Cel: +57 3134782870


556,833,240.25 01-08-15 16,180,660.92






work (current QAR

equivalent)

Estimated

completion

date

Average monthly

invoicing over last

six months

(QAR/month)

Construction of the

Sagrera Station

structure, Barcelona

ADIF(Railway Infrastructure Management)

Mr. Mauro BRAVO DOMINGUEZ

Project Director

C/Titán, 4-6 28045 Madrid Spain

T:+34- 93 218 39 00


442,495,161.58 15-01-15 473,646.38

New Access Road to

Cádiz. Section: Bridge

over Bay

General Directorate Of Roads

(Public Works Ministry)

Cartuja Portal 1;planta 1ª 41071 Sevilla Spain

T:+34-95 448 79 00

E-mail:[email protected]

432,480,338.44 31-07-14 1,861,439.88

Enlargement of the

Yesa Reservoir

over/Aragón River.

Addenda with

corrective

environmental

measures (Navarra

and Zaragoza).

Aguas de la Cuenca del Ebro S.A.

Mr. Angel NÚÑEZ MAESTRO

Project Director

General Capaz S/N. 50012 Zaragoza Spain

T:+34 976 30 66 50

291,540,899.13 30-09-16 704,648.48






work (current QAR

equivalent)

Estimated

completion

date

Average monthly

invoicing over last

six months

(QAR/month)

Platform of the North-

Northwest High

Speed corridor

Madrid-Galicia.

Section: Prado tunnel

- left track. Orense

ADIF(Railway Infrastructure Management)

Mrs.Dolores Salorio Derungs

Project Director

C/Titán, 4-6

28045 Madrid

Spain

T:+34- 988.468.488

222,806,995.45 26-09-15 365,597.71

The Authority reserves the right to contact this person or any other person for a reference check. It is in the best interest of the Applicant to

check that the contact person provided in this form responds within a maximum of five days when contacted by the Authority. If no response is

received from the reference, the Authority may treat this as an indication of poor performance on the contract.







Bridge Contract

Financial Resources






Name Contact Address

Doha Bank Branch Manager P.O. Box 3818, Doha, Qatar

Tel: +974 4445 6600

Fax: +974 4445 6853

HSBC Middle East Branch Manager P.O. Box 57, Doha, Qatar

Union National Bank Mrs. Georgia

Asst. Vice President

P.O. Box 33875, Dubai, UAE

Tel: (04) 332 6170

Fax: (04) 332 9172

Abu Dhabi Commercial Bank Mr. Mohd. Dacca

Relationship Manager


Tel: (04) 332 6170

HSBC Bank Middle East Mr. Joseph


P.O. Box 66, Dubai UAE

Tel: (04) 507 7202

Dubai Islamic Bank Mr. Sithick

Senior Relationship Manager

P.O. Box 1080, Dubai UAE

Tel: (04) 207 5254

National Bank of Abu Dhabi Mr. Ashraf Mazareh


P.O. Box 4, Abu Dhabi, UAE

Tel: (02) 611 1022

Standard Chartered Bank Mr. Khalil Ibrahim

Vice President


Tel: (04) 424 7380

Mashreq Bank Mrs. Georgia

Asst. Vice President


Tel: (04) 332 6170

Fax: (04) 332 9172




LCQ Current Contract Commitments / Works in Progress

The Applicant, and each member of an Association, must complete this form, providing information on their current contract commitments, or

for which a joint tendering agreement or acceptance has been received, or for contracts approaching completion, but for which an unqualified,

full completion certificate has yet to be issued.

Name of Contract Location Employer

Contract Price

(USD) M

Contract Price

(QAR) M

Estimated completion date

1 North Gate Mall and Office Buildings Phase 1

Qatar North Gate WLL 290 1,046 Nov 2015

2 Qatar Education City - People Mover System

Qatar Qatar Foundation 124 447 Oct 2014

3 New Al Kaaban RPS and Associated Pipelines

Qatar Kahramaa

(Qatar General Electricity & Water Corporation)

19 68 Jul 2014

4 The Expansion of the Abu Dhabi International Airport – Utility Plant and East Midfield & Perimeter Roads

United Arab Emirates

Abu Dhabi Airports Company, PJSC

161 580 Mar 2015

5 MRO facility at King Abdulaziz International Airport

Saudi Arabia Saudi Aerospace and Engineering Industries (SAEI)

765 2,760 Jan 2016

6 Dubai Pearl United Arab Emirates

Pearl Dubai FZ LLC 2,400 8,660 TBA




Name of Contract Location Employer

Contract Price

(USD) M

Contract Price

(QAR) M

Estimated completion date

7 Mafraq Hospital United Arab Emirates

Abu Dhabi Health Services Company (SEHA)

600 2,165 Jul 2015

8 Al Habtoor City - Hotel Development United Arab Emirates

Al Habtoor Group LLC 515 1,858 Dec 2014

9 Al Habtoor City - Residential Towers (Residences)


Al Habtoor Group LLC 395 1,425 Jun 2014

10 ZADCO Accommodation and Utilities Project (AUP)


Zakum Development Company (ZADCO)

300 1,082 Oct 2015

11 Jafza One-Jafza Convention Centre Complex - Revised Scope of Work


Jebel Ali Free Zone Authority - Jafza

75 270 Oct 2014

12 Satah Al Razboot (SARB) Field Development Project - EPC Work for SARB Artificial Islands Accommodation and Office Compound


Abu Dhabi Marine Operating Company (ADMA-OPCO)

67 241 Sep 2014

13 King Fahad Medical City - PPNNCC Saudi Arabia Ministry of Health - King Fahad Medical City

316 1,140 Sep 2015

14 King Fahad Medical City - Proton Therapy Centre

Saudi Arabia Saudi Particle Therapy Center 74 267 Jul 2014

15 Dualisation of Bidbid-Sur Road Section 1, Package 1B

Oman Oman Ministry of Transport and Communications

305 1,100 Dec 2014




Applicant’s Legal Name: Al Jaber Engineering Company LLC Date: 11 May 2014



Bridge Contract

Financial Resources






No. Source of Financing Amount (QAR equivalent)

1 Available Facilities from Various bankers 4,108,120,731.00

S.No. BANKER FACILITY LIMIT (QAR)

1 Mashreq Bank 570,000,000.00

2 Standard Chartered Bank 459,250,000.00

3 BNP PARIBAS 69,590,000.00

4 HSBC 320,686,526.00

5 Commercial Bank 157,500,000.00

6 United Bank LTD 125,998,000.00

7 Al Ahli Bank 31,000,000.00

8 Doha Bank 75,000,000.00

9 Al Khaliji Bank 450,000,000.00

10 Arab Bank plc 505,716,205.00

11 Barwa Bank 178,380,000.00

12 QIB 1,165,000,000.00

TOTAL 4,108,120,731.00




Al Jaber Engineering Current Contract Commitments / Works in Progress



work (current QAR

equivalent)

Estimated

completion

date

Average monthly

invoicing over last

six months

(QAR/month)

Qatar Railways Company,

Doha Metro – Gold line

Under Ground

Qatar Railways Company Ltd. (QRail), Hamad Ibrahim Al Bishri – Chief Program Officer.

Tel : 44331111 / 44331110

1,470,720,708 July, 2019 Just Awarded

Design and Construct New

Orbital Highway and Truck

Route (P023)

Contract 03: Orbital

Highway - Mesaieed to

Salwa Road. -

MRPSC/014/2012-2013/L

Public Works Authority, Marek Podlejski - Project Coordinator.

Tel : 44950000 / 44950900

2,494,150,938 May, 2017 Just Awarded

Construction of CP7A-1B Waterfront Commercial / Seef Lusail Infrastructure Works -North

Lusail Real Estate Development Company W.L.L., Khalid Ebrahim Alhammadi - Infrastructure Projects Director

Tel : 44977770 / 44974302

133,638,141 October, 2015

Just Awarded






work (current QAR

equivalent)

Estimated

completion

date

Average monthly

invoicing over last

six months

(QAR/month)

RasGas Flow Assurance Project - Site Preparation Works

Chiyoda Almana Engineering LLC, Grant John Neville - Sr. Project Manager

Tel : 44074666 / 44074650

4,214,767 May, 2014 1,178,250

Construction of CP7C-1C, Enabling Works for Commercial Boulevard

Lusail Real EstateDevelopment Company W.L.L., Khalid Ebrahim Alhammadi - Infrastructure Projects Director

Tel : 44977770 / 44974302

136,268,950 August, 2014 9,548,650

Coast Guard Base – Expansion of the Main Navigational Channel & Turning Basin

UrbaCon General Contracting (Main Contractor), Mr. Rabih Haydar - Project Manager

Tel : 44292220 / 4292244

9,170,125 May, 2014 4,801,645

GTC /444/2011, Upgrading of Mesaieed Town RPS

KAHRAMAA, Mr. Mohammed Salem Al Mansoori - Manager of Water Projects Dept.

Tel : 44845333 / 4845391

90,806,002 August, 2015

5,512,910

Development of Internal Security Forces (ISF) at Al Duhail - Infrastructure Works,Package CP02

State of Qatar, Internal Security Force – Lekhwiya, Colonel Eng. Mohammed M. Al- Mansouri Head of the Engineering and Maintenance Dept. Tel: 44054409 / 44779655

1,151,163,945 May, 2016 4,454,441

Form FIN – 5.1

General Experience



CONTRACTORS

STATE OF QATAR


FORM FIN 5.1 GENERAL EXPERIENCE



Form EXP - 5.1 General Experience

Applicant’s Legal Name: Dragados S.A., Leighton Contracting Qatar LLC, AlJaber Engineering LLC

Date: 11 May 2014



Please find attached project information in the prescribed format. For ease of reference, we have also include the following table for tunnel projects, as well as a similar table for Tunnel projects from Page 42 and other project carried out in Qatar from Page 77.

Bridge Projects

No. Project Name Company Bridge Type Date of Award

Completion Project Value Bridge Span

Largest Span

Total Length Contract Type

USD QAR

1 Gateway Upgrade Project HLG Concrete Sep 2006 Jun 2011 1,423,000,000 5,179,720,000 1 7 km 20 km EPC, Design and Build

2 Hunter Expressway Alliance (Eastern Section)

HLG Concrete Aug 2010 Dec 2013 825,000,000 3,003,000,000 - 840 m 13.3 km EPC, Design and Build

3 Westlink M7 Motorway HLG Concrete Feb 2003 Nov 2006 1,544,000,000 5,620,160,000 8 700 m 40 km EPC, Design and Build

4 The Öresund Bridge HLG Steel and Concrete

Nov 1995 Jul 2000 1,224,130,000 4,455,833,200 7 490 m 7.8 km Design and Build

5 South Island Line Rail Project Contract 903

HLG Steel and Concrete

May 2011 Jul 2015 2,500,000,000 9,100,000,000 2 115 m 2.1 km Build

6 West Gate Freeway Alliance (Monash-CityLink-West Gate Upgrade)

HLG Concrete Oct 2007 Dec 2010 1,300,000,000 4,732,000,000 19 56 m 75 km Design and Build

7 Kingsgrove to Revesby Alliance HLG Steel and Concrete

May 2007 Jan 2013 820,000,000 2,984,800,000 10 35 m 7.5 km Design and Build

8 Saadiyat Link HLG Concrete Aug 2007 Apr 2011 681,000,000 2,478,840,000 6 1.6 m 6.5 km Design and Build

9 Regional Rail Link - Footscray to Deer Park


Jan 2012 Jun 2015 835,000,000 3,039,400,000 2 - 7.5 km Design and Build

10 Airport Link, Northern Busway (Windsor to Kedron) and Airport Roundabout Upgrade


Jul 2008 Jul 2012 4,800,000,000 17,472,000,000 - - 8.5 km EPC, Design and Build

11 Autoroute A-30 Montreal Dragados Steel and Concrete

Sep 2008 Dec 2012 - 6,516,678,089 25 2.5 km 2.5 km Design and Build

12 Forth Replacement Crossing Bridge Dragados Steel and Concrete

April 2011 Dec 2017 - 4,495,313,487 14 650 m 2.6 km Design and Build

13 North East Anthony Henday Drive (NEAHD)

Dragados Steel and Concrete

Mar 2012 Sep 2016 - 5,409,247,366 9 - 18 km Design and Build




No. Project Name Company Bridge Type Date of Award

Completion Project Value Bridge Span

Largest Span

Total Length Contract Type

USD QAR

14 M-40 Arganda del Rey- R-3 Highway, M-40 - Navalcarnero- R-5 Highway and M-50 between the A-6 and M-409


Nov 2000 July 2004 - 5,411,868,487 3 608 m 1.4 km Design and Build

15 Concession for the construction and operation of the Line 1 Interurbana-Metro of Seville in which the redaction of the project and acquisition of the rolling stock are included


Sep 2003 Nov 2009 - 3,420,348,884 - - - Design and Build

16 Windsor Essex Parkway Dragados Steel and Concrete

Jan 2011 Sep 2014 - 4,650,716,374 - - 11 km Design and Build




1 Experience Requirement References 5.4 Ref 1 / 5.4 Ref 3 / 5.4 Ref 5

2 Name & Number of Contract Gateway Upgrade Project

3 Location (Country, State, Region, etc.) Australia

4 Name of Client Queensland Motorways Ltd

5 Client Representative (provide full contact details)

Phil Mumford

Tel/ Fax: +617 3323 0110

6 Nature of works and special features relevant to this project

The Gateway Upgrade project included:

the duplication of the Gateway Bridge as well as a new shared pedestrian and cycle path

upgrade of 20 kilometres of the Gateway Motorway, including a new Gateway Motorway Deviation north with improved access to Kingsford Smith Drive and Brisbane Airport

refurbishment of the existing Gateway Bridge, and

maintenance of the facility over a 10 year period.

7 Role (tick one)

☒ Sole Contractor ☐ Management Contractor

☐ Partner in an Association ☐ Sub - Contractor

8 Type of Contract (tick one)

☐ Design-bid-build ☐ Design-build-operate

☒ Design-build ☐ Other

9 (a) Total contract value USD 1,423,000,000

QAR 5,179,720,000

(b) your subcontract value -

(c) your partner share in project value 100%

10 For sole/prime contractors, indicate the approximate Qatar Riyal amount and nature of substantial work (more than 20 percent in contract value) undertaken by subcontract, if any.

11 Final Contract Cost: QAR 5,179,720,000

12 Date of Award: Sep 2006 Contract Duration: 5 years

13 Actual Date of Completion: Jul 2011

14 Completed on Programme Yes




15 Number & Category of Staff Engaged on Project

Number Category

16 Project Description

The Leighton Abigroup Joint Venture was awarded a contract to design, construct and maintain the Gateway Upgrade project.

The Gateway Upgrade project included:

the duplication of the Gateway Bridge as well as a new shared pedestrian and cycle path

upgrade of 20 kilometres of the Gateway Motorway, including a new Gateway Motorway Deviation north with improved access to Kingsford Smith Drive and Brisbane Airport

refurbishment of the existing Gateway Bridge, and

maintenance of the facility over a 10 year period.

The Gateway Motorway has local, regional and national importance as it serves South East Queensland's principal north-south link with connections to critical development areas such as the Trade Coast, Brisbane Airport and Port of Brisbane. The project has won Australia’s prestigious ‘Project of the Year’ at the 2011 Infrastructure Partnerships Australia (IPA) awards.

17 Explanation of any difference between the original contract value and the final contract value, including details of the party initiating any variations, the average time taken to agree cost and time implications of variations, the number of successful variation claims and the number of unsuccessful variation claims.

Not Applicable





2 Name & Number of Contract Hunter Expressway Alliance (Eastern Section)


4 Name of Client Roads and Traffic Authority (RTA) NSW



The Alliance section is 13.3km long and the project involves building a four-lane divided highway from the end of the Newcastle Link Road to Kurri Kurri in the Hunter Valley. Included is the construction of three high viaducts over mine subsidence areas.

7 Role (tick one)






9 (a) Total contract value USD 825,000,000

QAR 3,003,000,000

(b) your subcontract value

(c) your partner share in project value



12 Date of Award: Aug 2010 Contract Duration: 3 years

13 Actual Date of Completion: Dec 2013



Number Category


Thiess (a member of the Group), in alliance with Parsons Brinkerhoff (PB) and Hyder Consulting, has been awarded the eastern section of the A$1.7 billion Hunter




Expressway Project in New South Wales, Australia.

The Alliance section is 13.3km long and the project involves building a four-lane divided highway from the end of the Newcastle Link Road to Kurri Kurri in the Hunter Valley. Included is the construction of three high viaducts over mine subsidence areas.

Key features of the project include:

13.3km freeway

60 million of mine subsidence foundation treatment

two million m³ of earthworks

three viaduct bridges (840m long, 40m high and 20,000m² metre bridge deck), and

16 other bridges (overpasses, etc. 14,000m² bridge deck).

Approximately 180 construction staff, 120 design staff and a workforce of more than 700 are working on this project.


Not Applicable





2 Name & Number of Contract Westlink M7 Motorway


4 Name of Client Westlink Motorway on behalf of the NSW Roads and Traffic Authority


Flan Cleary

T: +617 3837 4866


The Abigroup Leighton Joint Venture was the design and construction contractor for the Westlink M7. The Westlink M7 links the M5 at Prestons, the M4 near Minchinbury and the M2 at West Baulkham Hills and involved construction of 17 interchanges, more than 170 bridges and improvements to many significant local roads.

7 Role (tick one)







QAR 5,620,160,000





12 Date of Award: Feb, 2003 Contract Duration: 3 years

13 Actual Date of Completion: Nov, 2006



Number Category


The Abigroup Leighton Joint Venture was the design and construction




contractor for the Westlink M7. The Westlink M7 links the M5 at Prestons, the M4 near Minchinbury and the M2 at West Baulkham Hills and involved construction of 17 interchanges, more than 170 bridges and improvements to many significant local roads. As well as the obvious benefits to local and through traffic, this project included what is considered to be the longest combined pedestrian and cyclist path in Australia including bridges over arterial roads and waterways to provide nearly 40km for commuter cyclists and recreational use. Extensive landscaping and other measures to protect the natural and social environment were implemented. Following opening to traffic in 2005, the Abigroup Leighton Joint Venture will be responsible for all of the ongoing maintenance and some operational aspects of the fully electronically tolled 40km motorway. This work will be carried out during the concession period which extends to 34 years from the Financial Close date


Not Applicable




1 Experience Requirement References 5.4 Ref 1 / 5.4 Ref 2 / 5.4 Ref 3 / 5.4 Ref 5

2 Name & Number of Contract The Öresund Bridge

3 Location (Country, State, Region, etc.) Sweden

4 Name of Client Öresundkonsortiet A/S



The 7.8 km bridge was built by an international joint venture in which HOCHTIEF Construction AG was the second-biggest partner, with a 26 percent stake.

7 Role (tick one)







QAR 4,455,833,200





12 Date of Award: Nov 1995 Contract Duration: 5 years




Number Category


The idea of creating a permanent connection between Denmark and Sweden was first put forward in 1872. But it was not until 1991 that the Danish and Swedish governments signed an agreement to build a 16 km fixed link across the Öresund, the

Sound between the two countries. Work on this link, which consist of a tunnel, a bridge and an artificial island, began four years later.





The link, which was officially inaugurated on July 1, 2000, shortens the journey between Malmö in Sweden and Copenhagen in Denmark to just 20 minutes.

It not only connects two nations but brings the whole of Europe closer together, making it possible to travel on land from the tip of Italy to the North Cape


Not Applicable





2 Name & Number of Contract South Island Line Rail Project

Contract 903

3 Location (Country, State, Region, etc.) Hong Kong

4 Name of Client MTR Corporation



Construction of two elevated stations at Ocean Park and Wong Chuk Hand, 2.1km of viaduct that forms the above ground section of the railway, and a 246m-long bridge over the Aberdeen Channel.

7 Role (tick one)







QAR 9,100,000,000









Number Category


The idea of creating a permanent connection between Denmark and Sweden was first put forward in 1872. But it was not until 1991 that the Danish and Swedish




governments signed an agreement to build a 16 km fixed link across the Öresund, the

Sound between the two countries. Work on this link, which consist of a tunnel, a bridge and an artificial island, began four years later.





Not Applicable





2 Name & Number of Contract West Gate Freeway Alliance (Monash-CityLink-West Gate Upgrade)


4 Name of Client VicRoads


Australia


The contract is the largest state-funded road project in Victoria's history, and was designed to improve traffic flow and safety along one of the State's busiest routes.

7 Role (tick one)







QAR 4,732,000,000





12 Date of Award: Oct 2007 Contract Duration: 3 years




Number Category





Thiess, as part of the West Gate Freeway Alliance, was awarded the Monash-CityLink-West Gate Upgrade contract for VicRoads. The contract is the largest state-funded road project in Victoria's history, and was designed to improve traffic flow and safety along one of the State's busiest routes.

Thiess is part of the West Gate Freeway Alliance that included VicRoads, Baulderstone Hornibrook, Parsons Brinckerhoff and Hyder Consulting.

Works undertaken by the Alliance included:

a new elevated road structure joining Kings Way to Freeway

new traffic ramps over Montague Street

an additional dedicated exit ramp from Bolte Bridge to the Freeway

widening of the Freeway between Todd Road and Montague Street, and

a complete redesign of the Montague Street interchange.


Not Applicable





2 Name & Number of Contract Kingsgrove to Revesby Alliance


4 Name of Client Transport Infrastructure Development Corporation (NSW Government)



The scope of works for the K2RQ Project includes:

two additional tracks between Kingsgrove and Revesby

works to rail bridges along the train line, including 10 new rail bridges and modifications to five existing bridges

extensions of the overhead concourse and footbridge and installation of a new lift at Revesby Station

installation of new overhead wiring

associated civil and rail system works.

7 Role (tick one)







QAR 2,984,800,000





12 Date of Award: May 2007 Contract Duration: 6 years

13 Actual Date of Completion: Jan 2013





Number Category


The K2RQ Project is the largest project in the NSW Government’s Rail Clearways Program, which is removing bottlenecks on the Sydney suburban rail network and alleviating interdependencies so that delays on one part of the rail network will have limited effect on services on other parts of the network.

The scope of works for the K2RQ Project includes:

two additional tracks between Kingsgrove and Revesby

works to rail bridges along the train line, including 10 new rail bridges and modifications to five existing bridges

extensions of the overhead concourse and footbridge and installation of a new lift at Revesby Station

installation of new overhead wiring

associated civil and rail system works.


Not Applicable





2 Name & Number of Contract Saadiyat Link

3 Location (Country, State, Region, etc.) Abu Dhabi, United Arab Emirates

4 Name of Client Tourism Development and Investment Company (TDIC)


Andrew Seymour - Director of Infrastructure

T: +971 2 406 1400 / F: +9712 4061500


Saadiyat Link involved the construction of 20.3 kilometres of road network including 6.5 kilometres of 10-lane expressway linking Abu Dhabi City with Yas Island.

7 Role (tick one)







QAR 2,478,840,000






13 Actual Date of Completion: Apr 2011



Number Category





Project Scope of Works:

Six major bridges with a total deck length of 1.6 kilometres

Four bridges over the golf course cart access track

870metres cut and cover tunnel

30 kilometres of potable water network, including three ground water storage tanks with a combined capacity of 25.4 million imperial gallons, pumping station, substation, generator building and associated fuel storage facilities, MCC building, chemical dosing building and a guard house

10.7 kilometres of storm water drainage network including three pumping stations complete with MCC and generator buildings and associated fuel storage facilities

22.3 kilometres of sewerage system including a sewage pumping station and sewage treatment plant and associated MCC and generator buildings

High and low voltage power distribution network including 17 streetlight substations

Telecommunications fibre optic cable network; and

Various other mechanical, electrical and civil works.


Not Applicable





2 Name & Number of Contract Regional Rail Link - Footscray to

Deer Park


4 Name of Client Regional Rail Link Authority



Design and construct a key section of the first major new rail line for metropolitan Melbourne in 80 years.

7 Role (tick one)







QAR 3,039,400,000





12 Date of Award: Jan 2012 Contract Duration: 3 years

13 Actual Date of Completion: Jun 2015



Number Category


In an Alliance with construction partners Balfour Beatty and design partners Parsons Brinckerhoff and Sinclair Knight Merz, Thiess joins with the Regional Rail Link Authority, Metro Trains Melbourne (MTM) and V/Line to design and construct a key section of the first major new rail line for metropolitan Melbourne in 80 years.




Considered a critical component of Melbourne’s rail network, the Regional Rail Link will separate regional trains from metropolitan trains for the first time giving Geelong, Bendigo and Ballarat trains their own dedicated tracks - increasing capacity and reliability.

Key features of the Footscray to Deer Park section include:

Construction of 7.5 kilometres of new regional track

New rail bridges

Two road / rail separations at level crossings on Anderson Road, Sunshine

New station at West Footscray featuring a pedestrian overpass and increased car parking

Station upgrades at Footscray and Sunshine, including new platforms and new station forecourts

Improvements to Tottenham station, including additional car parking

Design and construction of train control systems (TCS) for the metropolitan lines

Improvement works to level crossings at Fitzgerald Road, Ardeer and Mt Derrimut Road, Deer Park.


Not Applicable





2 Name & Number of Contract Airport Link, Northern Busway (Windsor to Kedron) and Airport Roundabout Upgrade


4 Name of Client BrisConnections


Ray Wilson – CEO

T: +61 7 3170 1901


The projects comprise two tunnels and a new airport connection – the 6.7 kilometre mainly underground Airport Link toll road, the Windsor to Kedron section of the Northern Busway, and the 750 metre flyover and fast-diamond intersection replacing the airport roundabout. Thiess Services, in joint venture with John Holland Services, will operate and maintain Airport Link during the concession period.

7 Role (tick one)







QAR 17,472,000,000





12 Date of Award: Jul 2008 Contract Duration: 4 years







Number Category


Construction started on the Airport Link Project on November 6, 2008. Thiess John Holland’s innovative design and engineering solutions saw completion in July 2012. The design of these projects will influence five key community precincts including Toombul, Kedron, Windsor, Lutwyche and Bowen Hills. World class busway designs at Kedron and Lutwyche, the transportation of spoil by a conveyor system and substantial realignment of the mainline tunnels and surface connections at Kedron radically reduced surface impacts throughout construction.

The tunnels were dug using two of the largest tunnel boring machines ever to operate in Australia. Requiring 22 operators, they dug through 85 metres of rock each week. Each TBM measured about 165 metres long with a cutter head measuring 12.48 metres in diameter. The machines weigh about 3000 tonnes each. They travelled 55 metres below the surface at the deepest section of tunnel, and moved at about 85 metres per week.

The first TBM arrived in Brisbane in December 2009. Eleven roadheaders were also used on the project with five more used as the project progressed. The first of these roadheaders broke ground in March 2009. The roadheaders required seven operators for each shift and travelled about three to six metres each day depending on ground conditions.


Not Applicable





2 Name & Number of Contract Autoroute A-30 Montreal

3 Location (Country, State, Region, etc.) Montreal, Canada

4 Name of Client Ministère de Transport de Québec


Jacques VERVILLE

500, boulevard René-Lévesque Ouest Bureau 13.10

Montréal (Québec) H22 1W7

Tel.: +1 514 873 0234 post 2161

Fax: +1 514 864 2155



Project amount over QAR 3 billion.(ref. 1)

This project was developed under a P3 contract, being DRAGADOS responsible of Design as a partner of the DCJV.

(ref. 5).

The project included the execution of the Beauharnois Bridge with 2500 meters in length (25 spans) and a main span of 150 meters, crossing the Beauharnois Canal (deck formed by a steel box girder) ((ref. 3)

7 Role (tick one)







QAR 6,488,518,812





12 Date of Award: 25 Sept 2008 Contract Duration: 51 months

13 Actual Date of Completion:




14 Completed on Programme (if not, explain):

No. Explanation provided in Item 17


Number: 200 (peak) , 1500 Category: Includes supervisors to Project Director and Construction labour


Project Description (to include relevant information to the scope of the construction package being applied for)

This project was developed under a P3 contract, being DRAGADOS responsible of Design as a partner of the DCJV. (ref. 5).

The A-30 PPP Completion Project is the most important PPP roadway in the province of Quebec. It comprises 42 km of dual carriageway, including 9 interchanges and 31 structures. The main structures are 2 bridges and 1 tunnel: the Beauharnois Bridge with 2500 meters in length (25 spans) and a main span of 150 meters, crossing the Beauharnois Canal (deck formed by a steel box girders) ((ref. 3) and the St-Lawrence Federal Seaway, the St-Lawrence Bridge, crossing the St-Lawrence River, with 1800 meters in length, as well as the Soulanges Canal Tunnel. 2 major interchanges were built while maintaining the existing network: the A20/A540 (A30) northern interchange and the Chateauguay two grade interchange, built in a

urban and residential area.


There were two main variations requested by the MTQ (Ministered du Transport du Quebec)




Beauharnois Bridge

Launching at the Beauharnois Bridge




1 Experience Requirement References 5.4 Ref 1 / 5.4 Ref 2 / 5.4 Ref 3/ 5.4 Ref 5

2 Name & Number of Contract Forth Replacement Crossing Bridge

3 Location (Country, State, Region, etc.) Scotland, UK

4 Name of Client Transport Scotland


David CLIMIE

Forth Replacement Crossing Project Office

King Malcolm Drive, Rosyth

KY11 2DY

Tel.: 01383 421454 direct line




This project was developed under a Design-Build contract, (ref. 5).

Construction of a Cable-stayed bridge 2,020 m. long with a main span of 650 m. and 14 spans. (ref. 2 & 3)

7 Role (tick one)







QAR 5,371,066,492


(c) your partner share in project value USD 413,158,960

QAR 1,503,898,617


11 Final Contract Cost: USD 1,229,639,764

QAR 4,475,888,743 (on-going project)

12 Date of Award: 18 April 2011 Contract Duration: 79 months

13 Actual Date of Completion: 8 Dec 2017

14 Completed on Programme (if not,




explain):


Number

259

1,000

Category

Includes supervisors to Project Director

Construction labour



The project is developed under a Design-Build Contract.(ref. 1)

This iconic project, undertaken on behalf of Transport Scotland, will replace the main traffic carrying elements of the Forth Road Suspension Bridge carrying the A90 over the Firth of Forth near Edinburgh, Scotland, constructed in 1960. The project deviates from the existing A90 south of the Firth and re-joins at the north end, for a total road length of about 6 km. Approximately 2.6 km of this replacement represents a major bridge crossing of two ocean shipping and military navigation channels. This bridge structure has an overall length of 2,633m, including a cable supported structure of 2,020m (world’s 2nd longest). The two main navigation spans are 650m each (world’s 6th longest). The bridge has 14No. spans, three concrete towers in the centre of the transverse cross section up to 210m in height, two planes of stay cables that anchor in the centre of the structure and a composite steel tub/concrete deck superstructure. (ref. 2 & 3)

The north and south tower foundations are excavated caissons up to 40m below the water surface, and the central tower is a direct foundation on a rock outcropping. The cable stay bridge superstructure will be erected mainly by deck mounted gantries. The South approach viaduct will be launched from land, and the north viaduct will be pushed from the water.


Not Applicable




1 Experience Requirement References 5.4 Ref 1 / 5.4 Ref 5

2 Name & Number of Contract North East Anthony Henday Drive (NEAHD)

3 Location (Country, State, Region, etc.) Alberta, Canada

4 Name of Client Ministry of Transportation of Alberta


Tom Loo, P.Eng.

Executive Director

Major Capital Projects Branch-Transportation and Civil Engineering Division

Twin Atria Building, Suite 310, 4999-98 Avenue, Edmonton, Alberta T6B 2X3

Tel.:: 780-415-4876

Fax : 780-415-0475





(ref. 5).

7 Role (tick one)







QAR 5,385,873,413


(c) your partner share in project value USD 499376999

QAR 1817732277


11 Final Contract Cost: USD 1,479,635,553

QAR 5,385,873,413 Ongoing project

12 Date of Award: 21 March 2012 Contract Duration: 54 months




13 Actual Date of Completion: Sept 2016



Number

135

1000

Category


Construction labour



The Project consists of Design & Construct (ref. 5), of 9 Km fo new Highway and rehabilitation of 18 km of existing highway with 8 major interchanges, 9 flyovers crossing railways, roads and the Saskatchewan River, 47 structures, pavements, drainage, lighting, utilities, signs and landscaping.


Not Applicable





2 Name & Number of Contract M-40 Arganda del Rey- R-3 Highway,

M-40 - Navalcarnero- R-5 Highway and

M-50 between the A-6 and M-409

3 Location (Country, State, Region, etc.) Madrid, Spain

4 Name of Client Accesos de Madrid Concesionaria Española, S.A


Javier OLABARRÍA

Area de Servicio de La Atalaya M-50 Km. 67,5 Apdo. de Correos 71

28670 Villaviciosa de Odón, Madrid, Spain

Tel.: +34-91 762 87 00





(ref. 5).

7 Role (tick one)







QAR 4,988,054,639



QAR 1,745,819,123


11 Final Contract Cost: USD 1370344680

QAR 4988054638

12 Date of Award: 15 Nov 2000 Contract Duration: 44 months




13 Actual Date of Completion: 18 July 2004


No, Explanation provided in Item 17


Number

220

950

Category


Construction labour



This project was developed under a P3 contract, being DRAGADOS responsible of Design as a partner of the DCJV. (ref. 5)

R-3 HIGHWAY

The new R-3 toll highway of Madrid, which is located between the M-40 ring-road and Arganda del Rey, it is part of the Madrid east junction; this road uses the O’Donnell road axis in its connection with the M-40. Finally, after 33,9 kms, the road connects with the A-3 Highway, once it passes Arganda and before going down to Perales de Tajuña.

3 (three) large viaducts have been included, the first one is placed over the Vicalvaro

Classifying Plant (340 m), the second one is placed over the Jarama River (1,410 m), mixed structure, with steel double T beams and the last one over the Pantueña stream (608 m). It also counts with 2 small viaducts, one that crosses over the M-40 and the other that crosses the Cacera stream. 26 overpasses, 25 underpasses, a false tunnel under the Cañada Real and two crossings for fauna have also been constructedder to give an exit way to the existent rivers and streams. The highway counts with 4 toll areas.

R- 5 HIGHWAY

The new R-5 toll highway of Madrid, between the M-40 ring-road and Navalcarnero,

starts in the M-40 and finishes after 30.9 km.

8 links have been designed along its stretch, three big viaducts have been designed, the first one crosses over the Butarque Park and the M-411 road (400 m), the second one crosses the Arroyomolinos Park and the M-413 road (280 m) and the last one crosses the Guadarrama River (350 m). 13 underpasses and 2 crossing for fauna have also been included. The highway counts with three toll areas.

M-50 BYPASS ROAD

The new M-50 bypass road, 29.30 km long included the execution of 16 links and the execution of 3 big viaducts, the first one crosses over the future R-5 highway of 188 m




long, the second one crosses over the N-V and the C-5 Railway Line (Balsa

Viaduct) of 390 m and the other crosses over the M-511 and Arroyo de la Vega of 138 m long 41 overpasses and 19 underpasses

There are also two false tunnels (Valdepastores and Boadilla) in the Boadilla Municipality.


The differences are due to the inclusion of modified complementary projects approved by the client (architectural, drainage, traffic diversion, stakeholders, etc.)

The first variation of time was modified due to delays in ROW and several modifications of the links with existing roads.

Variations of the contract amount were due to modifications proposed by the Client and complementary works added.





2 Name & Number of Contract Concession for the construction and operation of the Line 1 Interurbana-Metro of Seville in which the redaction of the project and acquisition of the rolling stock are included

3 Location (Country, State, Region, etc.) Seville, Spain

4 Name of Client Metro de Sevilla, S.A.


Jesús DÍEZ FERNÁNDEZ

C/ Carmen Vendrell, s/n

41006 Sevilla, Spain


Tel: +34 95 403 2100

Fax: +34 95 493 3900




(ref. 5).

The project included 2.72km of cut and cover tunnel between diaphragm walls, 8.0 x 6.00; (ref. 4), a bridge over the Guadalquivir River, with steel double T beams, 388 m. long and multiple spans :69,7 m+3 x 82,5 m + 69,7 m (ref. 3) .

7 Role (tick one)







QAR 3,405,569,181



QAR 1,431,701,284





11 Final Contract Cost: USD 935,595,928

QAR 3,405,569,179

12 Date of Award: Contract Duration:

13 Actual Date of Completion:



Number

26

197

Category


Construction labour




The works consisted in design, construction and installations for interurban line 1 of the Seville Metro. The work included the undertaking of:

- 18.1km of double track on research platform;

- 22 stations (12 underground, six semi-buried and four on the surface);

- Five stations were crossed by the double tunnel excavated with a tunnel boring machine;

- 14.27% of the routes underground, including the excavation of the tunnels by various procedures;

2.18km of double tunnel for single track 100% built with EPB TBM 6.06m in diameter, made by Lovat, model TBM RME 238 SE with a shield length of 9m, 93m of equipment (with backup), 4,320 tonnes thrust, 6,936kN maximum cutting torque, maximum rotating speed of 4.21rprn, maximum water/earth pressure of 4.0bar and total installed power of 2,107kW. The maximum admissible gradient is ±4% with a minimum curvature radii of 200m, installing rings of lining segments 1.4m long;

- 2.72km of cut and cover tunnel between diaphragm walls, 8.0 x 6.00; (ref. 4)

- 0.25km of mined tunnel using the Belgian method, 8.0 x 6.15;

- 0.65km of tunnel of precast frames approximately 8.0 x 5.50; and

- 2.12km of existing tunnel between diaphragm walls, renovated with necessary waterproofing and injection as well as adaptation of the tunnel to the new dimensions of the rolling stock.

51.73% of the route on the surface for double track, including:

- 3.17km of platform on surface on embankment;

- 1.91km of platform on surface on ramps between walls;




- 1.77km on composite steel and concrete viaducts(including a bridge over the Guadalquivir River, with steel double T beams, 388 m. long and multiple spans :69,7 m+3 x 82,5 m + 69,7 m (ref. 3) ; and

- 2.71km of concrete structures with precast beams.

The installations, for an amount estimated at 25% of the budget, included the undertaking of the electrification with rigid and conventional catenary, power distribution, electrical sub-stations for traction and connection, escalators and lifts, ventilation, drainage pumps, solar power, fire protection, Tetra communications, stations control, remote control, central control post, railway signaling and marking, ticketing and access control.


The differences are due to the inclusion of modified complementary projects approved by the client (architectural, drainage, traffic diversion, stakeholders, etc.)





2 Name & Number of Contract Windsor Essex Parkway

3 Location (Country, State, Region, etc.) Ontario, Canada

4 Name of Client Infrastructure Ontario


Roger HANMER MBA, P. Eng

Vice President, Highways, Civil Infrastructure

777 Bay Street, 6th floor, Toronto, Ontario, M5G 2C8

Tel.; : (416) 212‐3427





(ref. 5).

7 Role (tick one)







QAR 4,630,620,117



QAR 1,543,385,685


11 Final Contract Cost: USD 1272148384

QAR 4630620117

12 Date of Award: 03 Jan 2011 Contract Duration: 44 months







Number

160

1000

Category


Construction labour



This project was developed under a P3 contract, being DRAGADOS responsible of Design as a partner of the DCJV. (ref. 5).

The project consists on a 11 Km. long parkway spanning across six lanes with several interchanges, 11 cut and cover structures, 15 bridges and interchanges, and earth-retaining structures. To incorporate this new highway, several related construction projects are included in the project to minimize the environmental impact: 300 acres of green space, noise mitigation measures, extensive landscaping throughout the corridor; and 20.2 km of new recreational trails.





Tunnel Projects

No. Project Name Company Tunnel Type Date of Award Completion Project Value Total length

Longest Tunnel

Contract Type

USD QAR

1 Concession for the construction and operation of the Line 1 Interurbana-Metro of Seville

Dragados Cut & Cover Sept 2003 Nov 2009 932,707,784 3,395,056,337 2.72 km 2.72 km EPC, Design

and Build

1 Saadiyat Link HLG Cut & Cover Aug 2007 Apr 2011 681,000,000 2,478,840,000 870 m 870 m EPC, Design

and Build

2 South Island Line Rail Project Contract 903 HLG Cut & Cover May 2011 Jul 2015 2,500,000,000 9,100,000,000 200 m 200 m Build

3 TrackStar Alliance (South East Queensland Infrastructure Plan (SEQIP) Rail Projects)

HLG Cut & Cover Jul 2006 Apr 2010 1,000,000,000 3,640,000,000 300 m 300 m EPC, Design

and Build

4 Boggo Road Busway and Eastern Busway HLG Cut & Cover Apr 2006 Jun 2009 325,000,000 1,183,000,000 480 m 480 m EPC, Design

and Build

5 New MetroRail City Project - Package F HLG Cut & Cover Feb 2004 Jun 2007 376,000,000 1,368,640,000 350 m 350 m EPC, Design

and Build

6 Airport Link, Northern Busway (Windsor to Kedron) and Airport Roundabout Upgrade

HLG TBM Jul 2008 Jul 2012 4,800,000,000 17,472,000,000 10.14 km 5.7 km EPC, Design

and Build

7 North West Rail Link - Tunnel and Station Civil Works

HLG TBM Jul 2013 Mar 2017 1,150,000,000 4,186,000,000 15 km 15 km Build

8 Qatar Education City - People Mover System HLG TBM May 2012 Sep 2015 124,000,000 451,360,000 5.2 km 5.2 km EPC, Design

and Build

9 EastLink (Mitcham to Frankston Motorway) HLG TBM Nov 2004 Jun 2008 2,322,320,000 8,453,244,800 1.6 km 1.6 km EPC, Design

and Build

10 Clem Jones Tunnel (North-South Bypass Tunnel)

HLG TBM Aug 2006 Dec 2010 1,956,140,000 7,120,349,600 4.7 km 4.7 km EPC, Design

and Build

11 Lane Cove Tunnel HLG TBM Jun 2004 Jun 2007 1,086,000,000 3,953,040,000 3.6 km 3.6 km EPC, Design

and Build

12 Parramatta Rail Link (PRL) - Epping to Chatswood Rail Line

HLG TBM Jul 2002 Feb 2009 980,000,000 3,567,200,000 13 km 13 km EPC, Design

and Build





2 Name & Number of Contract Concession for the construction and operation of the Line 1 Interurbana-Metro of Seville in which the redaction of the project and acquisition of the rolling stock are included

3 Location (Country, State, Region, etc.) Seville, Spain

4 Name of Client Metro de Sevilla, S.A.


Jesús DÍEZ FERNÁNDEZ

C/ Carmen Vendrell, s/n

41006 Sevilla, Spain


Tel: +34 95 403 2100

Fax: +34 95 493 3900




(ref. 5).

The project included 2.72km of cut and cover tunnel between diaphragm walls, 8.0 x 6.00; (ref. 4), a bridge over the Guadalquivir River, with steel double T beams, 388 m. long and multiple spans :69,7 m+3 x 82,5 m + 69,7 m (ref. 3) .

7 Role (tick one)







QAR 3,395,056,335



QAR 1,427,281,684





11 Final Contract Cost: USD 932,707,784

QAR 3,395,056,335

12 Date of Award: 24 Sept 2003 Contract Duration: 73 months

13 Actual Date of Completion: 20 Nov 2009

14 Completed on Programme: Yes


Number Category




The works consisted in design, construction and installations for interurban line 1 of the Seville Metro. The work included the undertaking of:

- 18.1km of double track on research platform;

- 22 stations (12 underground, six semi-buried and four on the surface);

- Five stations were crossed by the double tunnel excavated with a tunnel boring machine;

- 14.27% of the routes underground, including the excavation of the tunnels by various procedures;

2.18km of double tunnel for single track 100% built with EPB TBM 6.06m in diameter, made by Lovat, model TBM RME 238 SE with a shield length of 9m, 93m of equipment (with backup), 4,320 tonnes thrust, 6,936kN maximum cutting torque, maximum rotating speed of 4.21rprn, maximum water/earth pressure of 4.0bar and total installed power of 2,107kW. The maximum admissible gradient is ±4% with a minimum curvature radii of 200m, installing rings of lining segments 1.4m long;

- 2.72km of cut and cover tunnel between diaphragm walls, 8.0 x 6.00; (ref. 4)

- 0.25km of mined tunnel using the Belgian method, 8.0 x 6.15;

- 0.65km of tunnel of precast frames approximately 8.0 x 5.50; and

- 2.12km of existing tunnel between diaphragm walls, renovated with necessary waterproofing and injection as well as adaptation of the tunnel to the new dimensions of the rolling stock.

51.73% of the route on the surface for double track, including:

- 3.17km of platform on surface on embankment;

- 1.91km of platform on surface on ramps between walls;

- 1.77km on composite steel and concrete viaducts(including a bridge over the




Guadalquivir River, with steel double T beams, 388 m. long and multiple spans :69,7 m+3 x 82,5 m + 69,7 m (ref. 3) ; and

- 2.71km of concrete structures with precast beams.

The installations, for an amount estimated at 25% of the budget, included the undertaking of the electrification with rigid and conventional catenary, power distribution, electrical sub-stations for traction and connection, escalators and lifts, ventilation, drainage pumps, solar power, fire protection, Tetra communications, stations control, remote control, central control post, railway signaling and marking, ticketing and access control.


The differences are due to the inclusion of modified complementary projects approved by the client (architectural, drainage, traffic diversion, stakeholders, etc.





2 Name & Number of Contract Saadiyat Link

3 Location (Country, State, Region, etc.) Abu Dhabi, United Arab Emirates

4 Name of Client Tourism Development and Investment Company (TDIC)


Andrew Seymour - Director of Infrastructure

T: +971 2 406 1400 / F: +9712 4061500


Saadiyat Link involved the construction of 20.3 kilometres of road network including 6.5 kilometres of 10-lane expressway linking Abu Dhabi City with Yas Island.

7 Role (tick one)







QAR 2,478,840,000









Number Category





Project Scope of Works:

Six major bridges with a total deck length of 1.6 kilometres

Four bridges over the golf course cart access track

870metres cut and cover tunnel

30 kilometres of potable water network, including three ground water storage tanks with a combined capacity of 25.4 million imperial gallons, pumping station, substation, generator building and associated fuel storage facilities, MCC building, chemical dosing building and a guard house

10.7 kilometres of storm water drainage network including three pumping stations complete with MCC and generator buildings and associated fuel storage facilities

22.3 kilometres of sewerage system including a sewage pumping station and sewage treatment plant and associated MCC and generator buildings

High and low voltage power distribution network including 17 streetlight substations

Telecommunications fibre optic cable network; and

Various other mechanical, electrical and civil works.


Not Applicable





2 Name & Number of Contract South Island Line Rail Project

Contract 903

3 Location (Country, State, Region, etc.) Hong Kong

4 Name of Client MTR Corporation



Construction of two elevated stations at Ocean Park and Wong Chuk Hand, 2.1km of viaduct that forms the above ground section of the railway, and a 246m-long bridge over the Aberdeen Channel.

7 Role (tick one)







QAR 9,100,000,000









Number Category


The idea of creating a permanent connection between Denmark and Sweden was first put forward in 1872. But it was not until 1991 that the Danish and Swedish governments signed an agreement to build a 16 km fixed link across the Öresund, the

Sound between the two countries. Work on this link, which consist of a tunnel, a




bridge and an artificial island, began four years later.





Not Applicable





2 Name & Number of Contract TrackStar Alliance (South East Queensland Infrastructure Plan (SEQIP) Rail Projects)


4 Name of Client Queensland Rail (QR)



TrackStar Alliance was responsible for delivering a number of complex rail infrastructure projects, worth approximately $800 million, as part of the Queensland Government’s $30 billion commitment to plan and build a better rail network for South East Queensland. TrackStar Alliance also delivered a number of power strengthening works on QR’s Brisbane metro rail system and for QR COALRAIL in Central Queensland..

7 Role (tick one)







QAR 3,640,000,000












Number Category


TrackStar Alliance was responsible for delivering a number of complex rail infrastructure projects, worth approximately $800 million, as part of the Queensland Government’s $30 billion commitment to plan and build a better rail network for South East Queensland. TrackStar Alliance also delivered a number of power strengthening works on QR’s Brisbane metro rail system and for QR COALRAIL in Central Queensland.

TrackStar, which comprised a total of eight projects, has also completed a number of power strengthening works on Queensland Rail’s Brisbane metro rail system and for COALRAIL in Central Queensland.

From the start, TrackStar’s team cohesion was driven by a new approach for the alliancing industry. A Peak Performance Plan provided a framework to ensure consistency through all phases, across all projects. It was the key to meeting the challenge of sustaining performance, while planning for transformation as projects were completed and personnel were redeployed.

Innovative solutions were required when working within an electrified live rail environment and in highly urbanised areas. For example, blasting and tunnel construction operations on the Robina to Varsity Lakes Project took place within 30 metres of an aged care centre, a commercial precinct and a residential area. TrackStar’s innovative tunnel methodology provided significant time and cost savings.

These innovations ensured minimal disruption to Queensland Rail’s business with each challenge addressed at the design stage of every project. The team also achieved 12 per cent savings for Queensland Rail worth $120 million on the combined project values prior to the Target Cost Estimate (TCE) submissions. The team designed and submitted $1 billion of TCEs in less than two years.

Savings provided cost certainty to Queensland Rail, and delivered lower cost assets, which reduced borrowings and the return required from the operation of assets. TrackStar’s demonstration of full service delivery capability has also led to additional projects being awarded by Queensland Rail, including the $475 million Richlands to Springfield section of the Springfield Rail Project.


Not Applicable





2 Name & Number of Contract Boggo Road Busway and Eastern Busway


4 Name of Client Queensland Department of Transport



Design and construction of the Boggo Road Busway by the Queensland Department of Transport for TransLink

7 Role (tick one)







QAR 1,183,000,000





12 Date of Award: Apr 2006 Contract Duration: 3 years




Number Category


The 1.5-kilometre Boggo Road Busway provides priority public transport access from the Princess Alexandra Hospital to the Eleanor Schonell Bridge at Dutton Park. The Busway travels past the Princess Alexandra (PA) Hospital and under the Gold Coast rail lines to Park Road Station where a busway station has been built to connect with the existing rail station. The busway tunnels under the heritage-listed Boggo Road Gaol and Annerley Road before connecting to the Eleanor Schonell Bridge. Works on




the Boggo Road Busway included:

Upgrading the existing intersection at Ipswich Road and O’Keefe Street

Construction of road works at the northern end of the PA Hospital

Road works from the PA Hospital to Park Road Station

Cut and cover tunnel beneath Queensland Rail (QR) lines

Construction of a 480m driven tunnel under the heritage listed Boggo Road Gaol, resurfacing at Dutton Park

Reinforced earth wall and road works at Dutton Park to connect the works to the Eleanor Schonell Bridge

Construction of a 10m high retaining wall around Outlook Park, along the perimeter of the proposed Boggo Road Urban Village Development

Section 1 of the Eastern Busway starts as an elevated busway station at the PA Hospital, continuing over a bridge across Ipswich Road before descending to ground level into a cut and cover tunnel. The tunnel travels under the Cleveland Rail Line, emerging onto the South East Busway just north of Buranda Busway Station. Works on Section 1 of the Eastern Busway included:

The relocation of existing South East Busway retaining walls

An elevated bus station at the PA Hospital

A bridge over Ipswich Road

Construction of an underpass beneath live QR lines

A cut and cover tunnel beneath the Pacific Motorway


Not Applicable





2 Name & Number of Contract New MetroRail City Project - Package F


4 Name of Client Public Transport Authority, WA



The Perth to Mandurah railway was part of WA's $1.4 billion new MetroRail project, with the Package F project scope covering the city section.

Package F consisted of:

350 metres of cut and cover tunnels

600 metres of open dive tunnel 700 metres of twin bored rail

tunnels Two underground stations Railway track, overhead power,

signalling and communications Associated roadworks, drainage

and landscaping

7 Role (tick one)







QAR 1,368,640,000








12 Date of Award: Feb 2004 Contract Duration: 3 years




Number Category


The tunnels through the city were bored using a tunnel boring machine (TBM). A TBM is a highly sophisticated, purpose designed and built tunnelling machine that enables tunnels to be constructed as a fully underground operation without disturbing the surface. Perth's TBM was manufactured by Mitsubishi Heavy Industries in Kobe, Japan. It was designed specifically for the ground conditions in the Perth CBD and is the 1649th TBM to be manufactured by Mitsubishi. Before the TBM began tunnelling in October 2005, the site was prepared so that the machine could be launched into the ground. Services were relocated away from the TBM launch shaft area. Steel sheet piles were installed in the ground to below the depth of the tunnel so that the earth could be removed and a concrete launch shaft constructed. Similarly, a "retrieval box" was constructed at the end of the bored tunnel section to receive the TBM when its work was done. Ground improvement (usually involving injection of cement grout into the ground to add strength) was carried out at the critical launch and receival points where the TBM breaks though the concrete launch and retrieval boxes. For underground rail projects, station boxes are commonly used to launch TBMs, allowing construction of bored tunnels between stations. Our TBM was launched from the north of the Esplanade Station to break through into the concrete box for the William Street platforms. The TBM was pushed to the north end of this station box, broken through the northern wall and continued its journey to a concrete retrieval box just south of Roe Street. The bored tunnels in Perth were constructed through a mixture of sand, clay and fine gravel, well below the water table. Tunnelling in "soft ground" such as this is a particularly specialised field and is very different to "hard rock" tunnelling. The TBM for the City Project was an "Earth Pressure Balance" machine designed especially for soft ground work. It operates by applying pressure to the excavation face ahead of the machine while soil is removed at a carefully controlled rate. This "balance" between pressure at the face and rate at which soil is removed allows ground settlement - and hence impact on buildings above - to be minimised. The selection of the TBM for the City Project drew on extensive geological investigation to ensure the machine was properly equipped to deal with the ground conditions.




As the TBM advanced through the ground, a special conditioning agent, similar to biodegradable detergent, was mixed into the soil to make excavation easier. The excavated spoil or "muck" was deposited into a small locomotive operating behind the TBM inside the completed tunnel, removed and carted away by trucks to appropriate landfill sites. As it excavated, automated lifting gear within the TBM placed specially made precast concrete lining segments which were bolted into place to form consecutive rings. The TBM used the last ring to push off from for further excavation. As the machine moved forward, grout was automatically injected into the gap between the segment rings and soil to minimise settlement and ensure the finished tunnel was watertight. The whole operation took place within a steel cylinder or "shield" which was sealed to prevent soil or water entering. The TBM literally left a completed concrete tunnel in its wake. New underground platforms were constructed below the commercial city block bounded by the Murray Street Mall, William Street and Wellington Street. A concourse underneath the Horseshoe Bridge now connects the new underground William Street platforms with the existing Perth Station platforms. Escalators, stairs and lifts now provide access to the platforms from street level. A station at The Esplanade is now located below the Mounts Bay Road/ The Esplanade/ William Street intersection. This station will provide excellent pedestrian access to the Busport, St Georges Terrace, Barrack Square and The Esplanade. Station facilities now include:

Two levels, platform and concourse

Walk on and cycle access

Integration with the Wellington Street Bus Station

Station attendant

CCTV coverage

The Esplanade Station enhances the link between the Perth CBD and Swan River foreshore, and plays an important role for future special events on the foreshore and Esplanade.


Not Applicable





2 Name & Number of Contract Airport Link, Northern Busway (Windsor to Kedron) and Airport Roundabout Upgrade


4 Name of Client BrisConnections


Ray Wilson – CEO

T: +61 7 3170 1901


The projects comprise two tunnels and a new airport connection – the 6.7 kilometre mainly underground Airport Link toll road, the Windsor to Kedron section of the Northern Busway, and the 750 metre flyover and fast-diamond intersection replacing the airport roundabout. Thiess Services, in joint venture with John Holland Services, will operate and maintain Airport Link during the concession period.

7 Role (tick one)







QAR 17,472,000,000







14 Completed on Programme (if not,




explain):


Number Category


Construction started on the Airport Link Project on November 6, 2008. Thiess John Holland’s innovative design and engineering solutions saw completion in July 2012. The design of these projects will influence five key community precincts including Toombul, Kedron, Windsor, Lutwyche and Bowen Hills. World class busway designs at Kedron and Lutwyche, the transportation of spoil by a conveyor system and substantial realignment of the mainline tunnels and surface connections at Kedron radically reduced surface impacts throughout construction.

The tunnels were dug using two of the largest tunnel boring machines ever to operate in Australia. Requiring 22 operators, they dug through 85 metres of rock each week. Each TBM measured about 165 metres long with a cutter head measuring 12.48 metres in diameter. The machines weigh about 3000 tonnes each. They travelled 55 metres below the surface at the deepest section of tunnel, and moved at about 85 metres per week.

The first TBM arrived in Brisbane in December 2009. Eleven roadheaders were also used on the project with five more used as the project progressed. The first of these roadheaders broke ground in March 2009. The roadheaders required seven operators for each shift and travelled about three to six metres each day depending on ground conditions.


Not Applicable





2 Name & Number of Contract North West Rail Link - Tunnel and Station Civil Works


4 Name of Client New South Wales Government



Construct the tunnels and excavate new underground stations for Sydney’s visionary North West Rail Link.

7 Role (tick one)







QAR 4,186,000,000









13 Actual Date of Completion: Mar 2017



Number Category


A joint venture between Thiess (50%) John Holland (25%) and Dragados (25%) has been selected by the New South Wales Government to construct the tunnels and excavate new underground stations for Sydney’s visionary North West Rail Link.

Under the contract, TJHD will construct twin 15km tunnels which will run between Bella Vista and Epping. These will be the longest rail tunnels ever built in Australia. The project also includes civil works for five of the eight new stations and two service facilities. Four custom-made Tunnel Boring Machines will be used to construct the 6 metre diameter tunnels with the first of the TBMs to be in the ground by the end of next year. Contract completion is scheduled for first quarter of 2017.


Not Applicable




1 Experience Requirement References 5.4 Ref 5

2 Name & Number of Contract Qatar Education City - People Mover System

3 Location (Country, State, Region, etc.) Qatar

4 Name of Client Qatar Foundation



design and construction of Qatar's QR1.5 billion (US$412 million) People Mover System in Education City – one of the Country's first rail projects.

7 Role (tick one)







QAR 451,360,000




11 Final Contract Cost: QAR 451,360,000


13 Actual Date of Completion: Sep 2015



Number Category





HLG's scope of works, valued at QR450 million (US$124 million), incorporates the design and construction of track-work, tram-stops and the depot facility, which includes maintenance workshops and administration buildings. HLG is part of the Siemens Tram Consortium with Siemens WLL Doha and Siemens AG from Germany. The People Mover System, located in Doha's Education City for Qatar Foundation for Education, Science and Community Development, is intended to reduce the flow of traffic within Education City by allowing students to park their cars in purpose-built multi-storey car parks and travel free of charge on a battery-powered tram system to their destination within Education City.


Not Applicable





2 Name & Number of Contract EastLink (Mitcham to Frankston Motorway)


4 Name of Client ConnectEast


CEO

T : +613 8541 6000


Design and construction of Melbourne’s newest motorway between Mitcham and Frankston for the ConnectEast Group.

The project involved construction of:

45km of freeway standard road, including 6km of toll free bypasses

twin 1.6km tunnels under the Mullum Mullum Valley

88 bridges (including 11 pedestrian bridges and three rail bridges)

the EastLink Operation Centre

35km of pedestrian and bicycle paths, and

the development of a world class tolling system.

7 Role (tick one)







QAR 451,360,000









13 Actual Date of Completion: Sep 2015



Number Category


At peak times during project delivery, more than $100 million was spent per month, with EastLink being completed five months ahead of schedule.

Among its most significant features are EastLink’s twin 1.6km three-lane tunnels, which lie between 15m and 50m below ground level and are sealed with a waterproof polyurethane membrane. Both oval shaped tunnels are about 12m high by 15m wide. Cross passages were excavated every 120m along the tunnel, ensuring motorists are no less than 60m from an emergency exit.

The tunnels were built in several stages, with much of the rock excavated using four $4.1 million roadheader machines. This allowed the rock to be crushed and reused for road base. More than 450,000m3 of material was excavated out of the tunnels, which are supported by 25,000 rock bolts. About 50,000m3 of concrete was used in the tunnel lining process.

A dedicated precast facility was established at Morwell in the Latrobe Valley to produce the 22,000 precast items (noise walls, bridge beams, parapets and vent stack panels) required for EastLink. During peak production, the 250-strong workforce was able to transform in excess of 3000 tonnes of concrete per week into products for construction. Thiess John Holland also purchased a special 500 tonne crane from Germany. The project was Australia’s largest urban road development and was named Project of the Year at the 2008 National Infrastructure Awards. The Awards are conducted by Infrastructure Partnerships Australia.


Not Applicable





2 Name & Number of Contract Clem Jones Tunnel (North-South Bypass Tunnel)


4 Name of Client RiverCity Motorway


Flan Cleary

T: +61 7 3046 4100 | F: +61 7 3395 6306


Design, build and operation of Brisbane's first privately financed toll road, the Clem Jones Tunnel, also known as the North-South Bypass Tunnel (NSBT).

7 Role (tick one)







QAR 7,120,349,600









Number Category


Leighton Contractors (a member of the Group), along with partners Baulderstone Hornibrook, Bilfinger Berger Concessions and ABN AMRO Australia form the RiverCity Mortorway Consortium (RCM). The consortium was responsible for finance, design, build and operation of Brisbane's first privately financed toll road, the Clem Jones Tunnel, also known as the North-South Bypass Tunnel (NSBT).




Leighton Contractors held fifty percent partnerships with Baulderstone Hornibrook/Bilfinger Berger Civil in the design and construct role, and then with Leighton Services and Bilfinger Berger Services Australia to maintain the Clem Jones Tunnel throughtout the 45 year concession period. The project was 6.8 kilometres from end to end, and comprised 4.7 kilometres of tunnels that link the Inner City Bypass and Lutwyche Road in the north with Shafston Avenue, Ipswich Road and the South East Freeway in the south


Not Applicable





2 Name & Number of Contract Lane Cove Tunnel


4 Name of Client Roads & Traffic Authority, NSW



Design, construct, maintain and operate the Lane Cove Tunnel

7 Role (tick one)







QAR 3,953,040,000





12 Date of Award: Jun 2004 Contract Duration: 3 years




Number Category


The Roads and Traffic Authority (RTA) engaged the Lane Cove Tunnel Company to design, construct, maintain and operate the Lane Cove Tunnel for 33 years.

This key component in Sydney’s orbital road network involved the construction of a twin 3.6km tunnel plus 3.5km of bridge and road upgrades to link the M2 Motorway with the Gore Hill Freeway.




The project included two new lanes across the Lane Cove River, transit lanes on the Gore Hill Freeway, new ramps at Falcon Street, together with a new continuous cycleway and pedestrian path from North Ryde to Naremburn. Seven roadheader machines were used to excavate the tunnels from access points at Marden Street in Artarmon, a mid-tunnel site and from Mowbray Road at Lane Cove. Construction was subject to stringent conditions covering management of water and air quality, noise, dust control and other environmental aspects, traffic management, community consultation and community information programs. Challenges of the project included the difficulties of working on a route that caters for around 90,000 vehicles a day and the requirement that there be no reduction in the number of traffic lanes during peak hours. As well as improving travel times between the city and Sydney’s north-west suburbs, the project has relieved traffic congestion and improved pedestrian and public transport facilities around Lane Cove.


Not Applicable





2 Name & Number of Contract Parramatta Rail Link (PRL) - Epping to Chatswood Rail Line


4 Name of Client Transport Infrastructure Development Corporation (TIDC)



Design and construction of two tunnels, each 13km long, and four stations between Epping and Chatswood on Sydney’s North Shore.

7 Role (tick one)







QAR 3,567,200,000






13 Actual Date of Completion: Feb 2009



Number Category


The Epping to Chatswood Rail Line is one of the largest publicly-funded infrastructure projects completed in NSW. The 12.5km of underground passenger rail line links the Northern Line near Epping to the North Shore Line near Chatswood. Two separate tunnels were constructed with cross passages spaced approximately 200m apart to




ensure passenger safety in the event of an emergency. Crossover passages, allowing trains to change between the tunnels, were constructed at three points along the route.

The Thiess HOCHTIEF Joint Venture (THJV) was responsible for the design and construction of two tunnels, each 13km long, and four stations between Epping and Chatswood on Sydney’s North Shore. In addition, the THJV and ALSTOM Australia Group were responsible for the design, construction and commissioning of track, signal, and communication works for each of the tunnels ensuring a safe and fully operational rail system between the two sites is delivered.


Not Applicable





2 Name & Number of Contract Doha 2006 Asian Games Village/Hamad Medical City, CP – 200 Underpass and Access Roads – Phase 1

3 Location (Country, State, Region, etc.) State of Qatar, Doha

4 Name of Client Public Works Authority


Mr. Mohammed Al Mansour - Olympic Village Project Manager

Tel: 4337777

Fax: 4418620


Transformation of the existing Al Razi Roundabout into a large elliptical roundabout with two underpasses and upgrading of Amhmed Bin Ali Street.

7 Role (tick one)





☐ Design-build ☒ Other

9 (a) Total contract value QAR 29,000,000





12 Date of Award: Apr 2004 Contract Duration: 1 year

13 Actual Date of Completion: Oct 2005






Number Category

8

6

3

18

Administration

Technical

Planning & Control

Construction Supervision


The Major Activities under this project consists of :

Transformation of the existing Al Razi Roundabout into a large elliptical roundabout with two underpasses

Upgrading of Amhmed Bin Ali Street with all associated diversions / replacement of existing underground utilities

Excavation works for the overall car park, situated within the boundaries of the large elliptical roundabout.


There were additions in the scope by the Client in the form of variation. The total cost of those variations were estimated QAR 4,405,600. The variations were initiated by the Client and average time taken to approve those variations were app. 45 calender days.




Other Projects completed in Qatar

No. Project Name Company Date of Award

Completion Project Value

USD QAR

17 The Base Project in North Lusail –The Island Bridge Works Al Jaber Engineering

Nov 14 Sep 14 980,000,000 3,567,200,000

18 Engineering, Procurement & Construction (EPC), for Wet Utilities Distribution Network for Support Services Area Phase I & II and Mains Network for Ongoing Developments at West End Extension, Ras Laffan, GC 09111200

Al Jaber Engineering

Jun 10 May 13 151,005,988 549,661,799

19 Reconstruction of Roads & Infrastructure in Mesaieed Community Area GC 08110000


Sep 09 Dec 12 189,979,595 691,525,726

20 Excavation & Removal of Rubbish Tip for New Doha International Airport Project, 25045-000-FC1-COOO-00002


Oct 04 Oct 05 189,979,595 691,525,726

21 EPIC for New Support Services Area Phase 2 – Site Development at Ras Laffan Industrial City, GT08112100


May 09 Nov 10 82,068,269 298,728,500

22 Underground Systems & Miscellaneous Civil Works, Contract No. 1010131


May 08 Aug 10 95,268,318 346,776,681

23 Qatalum Project, Site Preparation Contract ,QA-S1- NHT- A45- 5367520


Feb 07 Jul 08 30,463,235 110,886,177





2 Name & Number of Contract The Base Project in North Lusail –The Island Bridge Works

3 Location (Country, State, Region, etc.) State of Qatar, Lusail

4 Name of Client UrbaCon General Contracting

(Main Contractor)


Mr. Rahib Haydar -Project Manager


The Project involves the construction of a bridge to provide access to the private island (Private residence - Palace) from mainland with an approximate length of 442 m with 20m span between two piers.

7 Role (tick one)











12 Date of Award: Nov 2012 Contract Duration: 1 year




Number Category

6

4

3

Administration

Technical

Planning & Control




16 Construction Supervision



Bridge construction including foundations, piers, superstructure, arch towers, lighting podiums and decorations.

Road pavement as well as all related drainage works for the road, sidewalks and utilities trenches

Bridge lighting and decorative lighting

Decorative finishes as specified


Not Applicable





2 Name & Number of Contract Reconstruction of Roads & Infrastructure in Mesaieed Community Area

GC 08110000

3 Location (Country, State, Region, etc.) State of Qatar, Mesaieed

4 Name of Client Qatar Petroleum (QP)


Mr. Ahmad M. Al-Awlaqi, Project Manager – Mesaieed

Tel: 44055145

Fax: 44293649


The scope of this project is the Reconstruction of existing roads with all associated services and infrastructure, it includes the construction of new sections of roads, upgrading of existing utilities, installation of new utilities, diversion of existing utility services, duct crossings etc.

7 Role (tick one)











12 Date of Award: Sept 2009 Contract Duration: 3 years







Number Category

16

8

8

128

Administration

Technical

Planning & Control



The project scope consists of :

Treated Sewer Effluent (TSE) Network

Foul Sewer Network

Surface Water Drainage Network

Telecommunication Network

Potable Water Network

Electricity Network (LV/MV/HV/EHV)

Street Lighting

Road Works







2 Name & Number of Contract Underground Systems & Miscellaneous Civil Works, Contract No. 1010131


4 Name of Client SNC Lavalin International Inc.- Main Contractor


Mr. Thor – Ole,

Site Manager Qatar

Tel : 4413136

Fax : 4435187


The main works consist of installation of the GRP pipe lines for Sea Water (Supply & Return), Firewater, Process & Potable waterline

7 Role (tick one)


☐ Partner in an Association ☒ Sub - Contractor



☒ Design-build ☒ Other







13 Actual Date of Completion: Aug 2010



Number Category

9

4

5

Administration

Technical

Planning & Control




69 Construction Supervision


The main works consist of installation of the GRP pipe lines for Sea water (Supply & Return), Firewater, Process & Portable waterline. GRP Piping installation (1200mm to 1800mm dia. – 14600 m , 500mm to 800mm dia. – 1800 m), HDPE piping - 5500m


There were two variation orders from the Client side. The variation arises because of the additional scope of work by the Client. The total cost of those variations were estimated QAR 11,000,000 and QAR 39,000,000. The average time taken to approve the variation was approximately 45 calendar days





2 Name & Number of Contract Qatalum Project, Site Preparation Contract ,

QA-S1- NHT- A45- 5367520


4 Name of Client Qatar Aluminium Company (QATALUM)


Mr. Thor – Ole Riser – Company Representative

Tel : 4413136

Fax : 4435187


Site preparation for App. 180 Hectares

7 Role (tick one)


☐ Partner in an Association ☒ Sub - Contractor



☒ Design-build ☒ Other






12 Date of Award: Feb 2007 Contract Duration: 1 year

13 Actual Date of Completion: July 2008



Number Category

8

3

3

14

Administration

Technical

Planning & Control






The Major activities under this project consists of

Site Clearance 180 Hectares Approx.

Scarification & Compaction of Existing Ground

Placing & Compaction of Fill Materials

Ground Improvement by using Wick Drains and Surcharge Loading and Dynamic

Compaction Method

Construction of 1800M Approx. Revetment using 60 – 300kg Rock


There were two variation orders from the Client side. The variation arises because of the additional scope of work by the Client. The total cost of those variations were estimated QAR 14,150,502. The average time taken to approve the variation was approximately 30 calendar days




1 Experience Requirement References Table 5.4 Ref 1 / 5.4 Ref 4

2 Name & Number of Contract Engineering, Procurement & Construction (EPC), for Wet Utilities Distribution Network for Support Services Area Phase I & II and Mains Network for Ongoing Developments at West End Extension, Ras Laffan,

GC 09111200

3 Location (Country, State, Region, etc.) State of Qatar, Ras Laffan



Mr. Abdulla Heiai Al – Sulaiti – Project Manager , Ras Laffan (EDR)

Tel: 40135856

Fax: 40139655


Transformation of the existing Al Razi Roundabout into a large elliptical roundabout with two underpasses and upgrading of Amhmed Bin Ali Street.

7 Role (tick one)











12 Date of Award: Jun 2010 Contract Duration: 3 year

13 Actual Date of Completion: May 2013






Number Category

21

10

10

167

Administration

Technical

Planning & Control



The project scope consists of the complete wet utilities network for the Ras Laffan Indutrial City expansion:

GRP Pipes for Potable Water & Fire Water Lines (150 – 700mm dia.) – 122km

HDPE pipes (110 – 630 mm dia.) – 39km

UPVc pipes (25-315 mm dia.) – 69km






1 Experience Requirement References 4 of 6

2 Name & Number of Contract Excavation & Removal of Rubbish Tip for New Doha International Airport Project,

25045-000-FC1-COOO-00002

3 Location (Country, State, Region, etc.) State of Qatar, Doha

4 Name of Client Steering Committee – New Doha International Airport Project


Mr. Peter Boyce – Construction Contract Manager

Tel: 4462804

Fax: 4462899


Removal of stagnant water from the northern lagoon and the made ground with all associated environmental aspects and Excavation & Removal of waste from the NDIA site and placement of Engineered Landfill from site at Mesaieed

7 Role (tick one)











12 Date of Award: Oct 2004 Contract Duration: 1 year

13 Actual Date of Completion: Oct 2005






Number Category

6

4

3

14

Administration

Technical

Planning & Control



The project scope is to prepare the New Doha International Airport Site, which consists of :

Excavation & Removal of waste from the NDIA site and placement of Engineered Landfill from site at Mesaieed (8,000,000 m3 App)

Removal of stagnant water from the northern lagoon and the made ground with all associated environmental aspects (1,000,000 m3 App).






1 Experience Requirement References Table 5.4 Ref 5

2 Name & Number of Contract EPIC for New Support Services Area Phase 2 – Site Development at Ras Laffan Industrial City, GT08112100

3 Location (Country, State, Region, etc.) State of Qatar, Ras Laffan



Mr. Abdulla Jijji Mubarak Al – Sulaiti –Project Manager, Ras –Laffan (EDR)

Tel: 44946767

Fax: 44946575


Site Development works including removing of debris, grading & sabkha treatment. Storm water drainage system and duct banks and Internal and External Roads

7 Role (tick one)











12 Date of Award: May 2009 Contract Duration: 3 year

13 Actual Date of Completion: Nov 2010


Yes





Number Category

6

4

2

18

Administration

Technical

Planning & Control




Detailed Design

Site development works including removing of debris, grading & sabkha treatment

Storm water drainage system and duct banks

Internal and External Roads


Not Applicable

Form HSE– 6.1

Health, Safety and Environment

FORM HSE 6.1 HEALTH, SAFETY AND ENVIRONMENT

P a g e | 2 STATE OF QATAR, PUNLIC WORKS AUTHORITY




Question Health Safety & Environment Criteria

(Please Tick Each Box as Appropriate)

Yes No

1 Is your company Safety Management System (SMS) certified to

2 OHSAS 18001:2007? If ‘yes’ provide a copy of your current certificate.

3 If the answer to Question 1 is no, describe on a separate sheet your current safety management system and plan including

any future

NA

4 plans to achieve certification. (Maximum 200 words). NA

5 Safety Performance Data 2012 2011 2010

Fatalities 0 0 0

Lost Time Injuries (LTI) (>3 days) 32 45 81

Total hours worked 5,459,058 6,358,000 8,127,000

Accident Frequency Rate (AFR) * 0,58 0,70 0,99

Medical Treatment Injuries 169 186 297

Prosecuted for any HSE related offences

0 0 0

Prohibition or improvement notices by an enforcement authority

0 0 0

*Accident Frequency Rate (AFR) = (Total of LTI >3 days) divided by (the total

hours worked) divided by (100,000).






Page of Pages



Yes No




any future

NA

4 Plans to achieve certification. (Maximum 200 words). NA


Fatalities 0 0 0



Accident Frequency Rate (AFR) * 0 0 0

Medical Treatment Injuries 61 51 131


0 0 0


0 0 0






Leighton Contracting Qatar OHSAS 18001:2007 Certificate




Al Habtoor Leighton Dubai OHSAS 18001:2007 Certificate




Applicant’s Legal Name: AlJaber Engineering LLC Date: 11 May 2014




Yes No




any future

NA

4 Plans to achieve certification. (Maximum 200 words). NA


Fatalities 0 0 0



Accident Frequency Rate (AFR) * TBC 0.03 0.02

Medical Treatment Injuries TBC 6 4


TBC 0 0


TBC 0 0



Form QM – 6.2

Quality Management



CONTRACTORS

STATE OF QATAR


FORM QM 6.2 QUALITY MANAGEMENT

P a g e | 2 STATE OF QATAR, PUBLIC WORKS AUTHORITY




Page of Pages

Question Quality Management Criteria (Tick Box as Appropriate) Yes No

1 Is your company’s Quality Management System (QMS) certified to BS EN ISO 9001:2008 or equivalent? If ‘yes’ provide a copy of your certificate

2 If the answer to Question 1 is ‘No’, describe on a separate sheet your current Quality Management System including any future plans to achieve certification. (Maximum 200 words).

NA

Note:

Include and attach an outline of the Applicants Quality Management System in no more than

four A4 pages.






Page of Pages




NA

Note:


four A4 pages.




ISO CERTIFICATES




Applicant’s Legal Name: AlJaber Engineering LLC Date: 11 May 2014


Page of Pages




NA

Note:


four A4 pages.

Form RS – 7.1

Plant and Equipment



CONTRACTORS

STATE OF QATAR


FORM RS 7.1 PLANT AND EQUIPMENT





No Plant & Equipment Type

Total Number of

Units Owned

No. currently located in

Qatar


No. currently located

internationally

1 Dracpala ( back-hoe,

clamshell, floatingcrane)

2 N/A N/A 2

2 Luis Sanchez Guerra (

bucket dredge)

1 N/A N/A 1

3 Alodia ( cutter dredge ) 1 N/A N/A 1

4 Dracabria-III (floating

piles driver)

3 N/A N/A 3

5 Barges 2 N/A N/A 2

6 Hopperbarges 3 N/A N/A 2

7 Equipment for walls 2 N/A N/A 2

8 Equipment for piling 1 N/A N/A 1

9 Tower cranes 4 N/A N/A 4

10 Mobile Cranes 3 N/A N/A 3




Total Number of

Units Owned


Qatar



internationally

1 Bus 130 42 88 0

2 Bus 65 65 0

3 Cable Detector 1 1 0

4 Car 39 4 35 0

5 Compressor 90 20 70 0

6 Compressor (Elect.) 24 24 0

7 Con.Mixer 171 32 139 0

8 Conc.Planner 3 3 0





Total Number of

Units Owned


Qatar



internationally

9 Core Drill Machine 1 1 0

10 Tower Crane 28 5 23 0

11 Derrick Crane 4 2 2 0

12 Diesel Storage Tank 48 6 42 0

13 Diesel Tanker 3 1 2 0

14 Dumper 37 37 0

15 Elect.Fork Lift 1 1 0

16 Electric Breaker 3 3 0

17 Exc.W/Brker 2 1 1 0

18 Excavator 6 6 0

19 Excavators 4 4 0

20 Excavators 3 3 0

21 Excavators 9 9 0

22 Fork Lift 16 16 0

23 Fork Lift 14 11 3 0

24 Fork Lift,Mitsubishi 1 1 0

25 Fork Lift,Toyota 3 2 1 0

26 Front End Dumper 9 7 2 0

27 Generator 194 80 114 0

28 Hand Scabbler 5 5 0

29 High Pressure Clean Pump

24 17 7 0

30 Jack Hammer 2 2 0

31 Lorry 3 1 2 0

32 Low Bed Trailer 2 2 0



35 Mobile Cranes 13 8 5 0

36 Mobile Cranes 3 3 0

37 Pick Up 37 15 22 0

38 Pick Up 99 99 0





Total Number of

Units Owned


Qatar



internationally

39 Pick Up 30 30 0

40 Pile Cutting Machine 4 4 0

41 Placingboom 19 5 14 0

42 Plate Compactor 128 45 83 0

43 Power Float 174 49 125 0

44 Shovel 14 1 13 0

45 Skid Loader 33 14 19 0

46 Skid Loader 8 8 0

47 Skip Truck 8 1 7 0

48 Small D/Tanker 1 1 0

49 Tanker Diesel 3 3 0

50 Tanker Septic 11 1 10 0

51 Tanker Water 7 2 5 0

52 Telescopic Boom Lift 9 9 0

53 Electric Scissor Lift 11 2 9 0

54 Tower Light 67 48 19 0

55 Trailer 16 2 14 0

56 Transformer 1 1 0

57 Trl.S/Tanker 21 21 0

58 Truck 17 9 8 0

59 Van 3 2 1 0

60 Vibrator (Diesel) 69 60 9 0

61 Vibrator Roller 25 7 18 0

62 Water System 144 144 0

63 Water Tanker 3 3 0

64 Welding Generator 25 22 3 0

65 Welding Machine 30 30 0




The Habtoor Leighton Group owns, operates and maintains a significant fleet of construction plant and equipment in the UAE which is listed on the table below. These resources will substantially reduce the project risk in relation to sufficiency of numbers and types of plant that will be required to deliver the Works.

Carrying out activities using self-owned plant is the most cost effective way of doing the work, and this benefit will be passed on to the Employer in the form of the lowest possible price for the right solution.

Applicant’s Legal Name: Al Jaber Engineering Date: 11 May 2014


Page of Pages

No Plant & Equipment Type Total Number of Units Owned

No. currently located in Qatar


No. currently located internationally

1 Tipper Trucks / Trailors 212 212 - -

2 Excavators 130 130 - -

3 Bulldozers 14 14 - -

4 Loader / Uni –Loaders 81 81 - -

5 Tankers (Water & Diesel) 28 28 - -

6 Rollers 52 52 - -

7 Graders 17 17 - -

8 Compactors 66 66 - -

9 Generators 166 166 - -

10 Trenchers 7 7 - -

S. No. Description Total

1. LIFTING EQUIPMENT 61

1.1 Mobile Crane 22

1.2 Tower Crane 3

1.3 Man Lift 3

1.4 Forklift 14

1.5 Self-Loader 19

2. EARTHMOVING EQUIPMENT 637

2.1 Bulldozer 14

2.2 Back Hoe (JCB) 21




2.3 Excavator 130

2.4 Loader 55

2.5 Uni-Loader 26

2.6 Tankers (Water & Diesel) 28

2.7 Roller 52

2.8 Compactor 66

2.9 Grader 17

2.10 Tipper Truck 19m3 127



2.13 Articulated Dump Truck 16

3. Transport Equipment 22

3.1 Trailer (Low Bed & Flat Bed) 19

3.2 Breakdown 3

4. Others 424

4.1 Generator 166

4.2 Concrete Mixer 17

4.3 Air Compressor 19

4.4 Dewatering Pump 156

4.5 Welding Machines 27

4.6 Power Screen & Vibratory Screen 17

4.7 Crusher & Batching Plant 13

4.8 Transit Mixer 1

4.9 Trenchers 7

4.10 Clampshell 1

GRAND TOTAL 1,144




Plant Maintenance Facilities

Maintenance and Storage Facilities

Leighton Qatar Contracting does not directly own

equipment maintenance and storage facilities in

Qatar. At this stage, all plant and equipment is hired

on a project-by-project basis, and is maintained by the

plant hire companies.

Beyond Qatar, HLG (Habtoor Leighton Group, the

GCC group to which LQC belongs) does own a

large fleet of plant and equipment, and maintains

this using its own facilities. This approach may be

expanded to Qatar in the future, depending on the

level of plant required for projects in Qatar.

HLG’s main plant and equipment maintenance strategy is to ensure that plant and

equipment is maintained in good working order. Plant and equipment will be

maintained under a structured and planned programme such that the non-

performance of plant and equipment does not have an adverse effect on the

progress of projects. Each project is equipped with a dedicated plant and equipment

storage and maintenance facility. The facility is manned by a plant manager and

crew. The size of this facility is dependent on the plant and equipment requirements

of the project, and also dependent on the ease with which the project plant

maintenance facility can coordinate with the company’s central plant maintenance

facility.

Figure 2: HLG central plant maintenance yard

HLG’s central plant and equipment maintenance facilities are manned by a dedicated

plant manager and support crew. This plant operates under an ISO 9000 certified

management system. The system makes use of the online ‘COINS’ plant

management system for the maintenance and any hiring of plant and equipment.

This system controls all workshop job cards, programmed maintenance and contains

the detailed history for each item of plant and equipment.

Figure 1: Plant maintenance shop




List of temporary construction facilities

HLG maintains the following Qatar project and non-project central plant maintenance

facilities.

Qatar project offices and yards

The following on-going Qatar project each are equipped with on-site plant

maintenance facilities. As noted in the preceding introduction, all Qatar project are

equipped with hired plant and equipment. The on-site facilities have been established

to deal with day-today maintenance, while any major maintenance is undertaken by

the hiring companys’ central plant maintenance facilities.

New Al Kaaban RPS and Associated Pipelines

Doha City Centre Expansion

Dubai Towers

Corporate offices and support facilities

Office / camp Location Area (m2) Staff

Plant Maintenance Al Quoz, Dubai 27,000 1,269

Riyadh Office Riyadh 2,000 25

Jeddah Office Jeddah 1,000 10

Abu Dhabi Office Raha Beach 4,500 213

Corporate Office Airport Road, Dubai 7,400 323

Jebel Ali Camp 1 Dubai, Jebel Ali 6,419 36

Jebel Ali Camp 2 Dubai, Jebel Ali 12,207 74

Al Quoz Camp Dubai, Al Quoz 12,088 69

Al Qusais Camp Dubai, Al Qusais 6,072 41

Site Accommodation Dubai, Jebel Ali 8,521 18

Apart from these facilities, we also maintain workshops for our other Associated

Business, including Habtoor Leighton Steel (HLS), Habtoor STFA Soil Group

(HSSG), Habtoor Leighton Interiors (HLI), Leighton Offshore Middle East, and Thiess

Services Middle East.

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