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SÃO

RAIMUNDO

PORT

-

SUAPE

AM

PONTA

THERMOELECTRIC

PLANT

SUAPE

-

PASSENGER

FLOATING

MADEIRA

MARINE

TERMINAL

-

TROMBETAS

PIER

-

MA

MARINE

TERMINAL

-

PE

MA

PE

BELMONTE

JACARÉ

DA

PORT

PORT

-

PA

BA

DORALEH

OFFSHORE

TERMINAL

-

DJIBOUTI


FOREWORD eXe engenharia was founded in January 2000, to provide consulting and technical services related to

port

and

marine

structures,

design

and

construction, marine works, offshore construction, submarine pipes, intakes, outfalls and submarine activities. The

company

experience

in

technical basic

and

staff

detains

detailed

large

engineering,

v i a bi l i t y s t u d i e s , c o n s t r u c t i o n m e t h o d s , c o n s t r u c t i o n p l a n n i n g a n d c o s t e s t i m a t i n g , specifications,

construction

supervision

and

management.

Exe’s

e n g i n e e ri n g

e x p e r i e n c e o n m a ri ti m e c o n s t r u c t i o n i s b a s e d o n t h e s t a f f b a c k g r o u n d w o r k i n g f o r more than 30 years in the maritime construction and design. The company provides support for its customers in all phases of a project since the p r e l i m i n a r y s t u d i e s t o t h e c o n s t r u c t i o n m a n a g e m e n t a n d s u p e r v i si o n .

OFFICE Al. Dr. Carlos de Carvalho, 603, 3° andar - Centro Curitiba – Paraná – Brazil - 80430-180 Phone / Fax: +55 41 3014-3515 E-mail: exe@exeengenharia.com

DESCRIPTION OF THE OFFICE AND EQUIPMENTS ƒ

01 Office with 400 m² of area;

ƒ

27 Micro computers Pentium 4;

ƒ

02 Notebooks Pentium 4;

ƒ

03 Notebooks DuoCore;

ƒ

01 HP Designjet 100 Plotter;

ƒ

01 HP Deskjet 1220C Printer;

ƒ

0 1 H P L a s e r j e t 1 0 2 0 P ri n t e r ;

ƒ

01 HP PSC 500 multifunctional printer; and

ƒ

01HP Officejet 4255 all-in-one multifunctional printer.

ESTACAS

ANCORADAS

Al Dr. Carlos de Carvalho, 603, 3° andar - Centro – CEP 80.430-180 – Curitiba – PR - Brazil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel. /Fax: +55 (41) 3014-3515


EXPERIENCE eXe engenharia incorporates the experience acquired by its founders over more than twenty years acting in important international contractors and also as independent consulting engineers.

EXPERTISE ƒ

Ports and marine terminals;

ƒ

B r e a k wa t e r s ;

ƒ

Submarine pipes, outfall and intake projects;

ƒ

Pipeline projects;

ƒ

Rehabilitation and upgrading of port and marine structures.

PRODUCTS

ƒ

C o n c e p t u a l , b a s i c a n d d e t a i l e d e n g i n e e ri n g ;

ƒ

Design

of

temporary

structures,

bracings,

cantitravellers, etc; ƒ

S u p e r v i si o n a n d m a n a g e m e n t o f c o n s t r u c t i o n activities;

ƒ

Construction methods and planning and cost estimate;

ƒ

Pile driving analysis;

ƒ

Construction and

cost

methodology, estimate

construction

wi t h

the

for

planning, submarine

bottom

pulling

f l o a t i n g pi p e m e t h o d s .

Al Dr. Carlos de Carvalho, 603, 3° andar - Centro – CEP 80.430-180 – Curitiba – PR - Brazil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel. /Fax: +55 (41) 3014-3515

sizing pi p e s and


REFERENCE CLIENTS ƒ

Arteleste Construções

ƒ

Administração dos Portos de Paranaguá e Antonina - APPA

ƒ

Cia Brasileira de Projetos e Obras

ƒ

C i a V a l e d o Ri o D o c e - C V R D

ƒ

Construtora Norberto Odebrecht ƒ

Construtora Roca

ƒ

Construções e Comércio Camargo Corrêa

ƒ

Construtora Triunfo

ƒ

Ivaí Engenharia de Obras

ƒ

Mineração Rio do Norte - MRN

ƒ

Pieracciani

ƒ

Queiroz Galvão

ƒ

SEI Consultoria e Projetos

ƒ

Yasuda Seguros Saipem

ƒ

Porto Pontal Paraná Importação e Exportação

ƒ

COPAPE Terminais e Armazéns Gerais

ƒ

Libra Terminal Imbituba

ƒ

Dreer Consultores Associados S/C Ltda.

ƒ

Cia. de Docas do Estado do Rio Grande do Norte Ltda.

ƒ

Beton Stahl Engenharia Ltda.

ƒ

Construtora Andrade Gutierrez S.A.

ƒ

Cia. Docas do Estado do Rio de Janeiro – CDRJ

ƒ

Bunge Alimentos S.A.

ƒ

Jan de Nul

ƒ

Soprim

ƒ

Concessionária Jaguaribe

Al Dr. Carlos de Carvalho, 603, 3° andar - Centro – CEP 80.430-180 – Curitiba – PR - Brazil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel. /Fax: +55 (41) 3014-3515


SOFTWARES ƒ

Structural Analysis – sap 2000 Version 10 - advanced

ƒ

Foundations

ƒ

Static Analysis – unipile Version 4 (unisoft)

ƒ

Dynamic Analysis – grlweap Version 2005 – (Pile Dynamics Inc.) ƒ

Detailed Drawings – AutoCad Version 2006

ƒ

Concrete Detail – TQS

ƒ

Text, Worksheets and presentations Microsoft Office Version 2003

CONTRAVENTAMENTOS

ƒ

ƒ

Planning – Microsoft Project

ƒ

CONDE – Concrete structures detailed design (auxiliary) ;

ESBELT – Concrete and steel structures detailed design (auxiliary);

ƒ

DESMET – Steel structures design;

ƒ

TEKLA – X STEEL - Steel structural Shop Drawings – Version 10.0

PROVAS

DE

CARGA

EM

ESTACAS

Al Dr. Carlos de Carvalho, 603, 3° andar - Centro – CEP 80.430-180 – Curitiba – PR - Brazil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel. /Fax: +55 (41) 3014-3515


JOBS UNDER DEVELOPMENT

Al Dr. Carlos de Carvalho, 603, 3° andar - Centro – CEP 80.430-180 – Curitiba – PR - Brazil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel. /Fax: +55 (41) 3014-3515


Jaguaribe Submarine Outfall

Local:

Salvador, Bahia, Brazil

Period:

In progress

Client:

Concessionária Jaguaribe

Owner:

Concessionária Jaguaribe

Basic characteristics:

Submarine outfall 3170 m long, pipes of 1,600 mm of diameter in PEAD.

Scope of the works:

Detailed design comprising: Calculation of the stability of the piping; Diffusers project; Development of the project for the piping launch transport; and Detailed project of the auxiliary structures.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Peru LNG Export Terminal

Local:

Pampa Melchorita, Peru

Period:

In progress

Client:

Joint Venture CDB Melchorita (Saipem/Odebrecht Construction/Jan de Nul)

Owner:

Peru LNG

Basic characteristics:

Offshore terminal for loading up to 165,000 m3 of gas on ships and 760 m long breakwater: - Access bridge / pipeline of 1,350 m; - Operation platform; - 6 mooring dolphins and 4 docking dolphins; and - Tug boat pier.

Scope of the works:

Detailed design comprising: Construction planning; Project of the temporary and auxiliary structures; and Technical assistance through periodic visits to the construction site by qualified engineers.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Callao Container Terminal

Local:

Callao, Peru

Period:

In progress

Client:

Joint Venture Odebrecht - Saipem S.A. - Jan de Null

Owner:

DPWC - Dubai Ports World Callao

Basic Characteristics:

Wharf with 660 m of extension; Yard with 215,000 m² of area; and Utilities.

Scope of the Works:

Complete detailed design; Construction site planning and methods; and Technical assistance.

Alameda Doutor Carlos de Carvalho nº 603, 3° andar – Centro – CEP 80430-180 – Curitiba – PR – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Embraport Container Terminal

Local:

Santos, São Paulo, Brazil

Period:

In progress

Client:

Construtora Norberto Odebrecht S.A.

Owner:

Embraport

Basic characteristics:

1.000 meter long container wharf. Alcohol pier; and

Scope of the Works:

Alternative basic design for tender purposes; Construction planning; and Detailed budget of the direct and indirect costs of the construction.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Porto Beira

Local:

Beira - Mozambique

Period:

In progress

Client:

Vale - Odebrecht

Owner:

Caminhos de Ferro de Mozambique (CFM)

Basic Characteristics:

Loading coal terminal for ships up to 80,000 TPW; ─ Berth with 467 m; ─ 240 m access bridge; ─ 24.3 m wide transition platform attached to the pier; and ─ Stock yard and railway line.

Scope of the works:

Basic engineering design of the transition platform, pier and access bridge; Basic engineering design of the mechanical installations (stackers reclaimers, conveyors, transfer towers, etc); Construction site planning; Quantitative budget.

Moatize Coal

Alameda Doutor Carlos de Carvalho nº 603, 3° andar – Centro – CEP 80430-180 – Curitiba – PR – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


JOBS

Al Dr. Carlos de Carvalho, 603, 3° andar - Centro – CEP 80.430-180 – Curitiba – PR - Brazil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel. /Fax: +55 (41) 3014-3515


Pecem Offshore Terminal

Local:

Pecém, Ceará, Brazil

Period:

June 2000 – July 2000

Client:

Construtora Andrade Gutierrez S.A.

Owner:

Governement of the State of Ceará

Basic characteristics:

Offshore terminal comprising: ─ Access bridge 2,160 m long; ─ Breakwater 1,700 m long; and ─ Bulk products jetty for ships up to 175,000 DWT.

Scope of the works:

Technical evaluation of the construction costs; Evaluation of the materials consumptions compared with another offshore terminals in Brazil; and Costs comparison with another offshore terminals in Brazil.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Thermoelectric Plant Suape

Local:

Suape, Pernambuco, Brazil

Period:

January 2001 – April 2001

Client:

Cia. Brasileira de Projetos e Obras

Owner:

Termopernambuco (Iberdrola – Promon – Odebrecht – Inepar)

Basic characteristics:

500 MW thermoelectric plant: ─ Water intake structures and pipes; and ─ 600 m breakwaters.

Scope of the works:

Technical assistance for studies of alternatives for the water intake and submarine pipes O.D. 1600 mm; and Technical assistance for the marine works.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Pier III – Ponta da Madeira Marine Terminal

Local:

Itaqui, São Luís, Manaus, Brazil

Period:

November 2000 – February 2003

Client:

Construtora Norberto Odebrecht S.A.

Owner:

Companhia Vale do Rio Doce S.A.

Basic characteristics:

Ore terminal for ships up to 364,767 DWT: ─ 250 m causeway; ─ 132 m access bridge; and ─ 18.75 x 534 m pier.

Scope of the works:

Detailed engineering of all marine structures; Construction planning and costs; and Detailed construction methods.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


North and South Breakwaters of the Entrance of the Port of Itajaí

Local:

Itajaí , Santa Catarina, Brazil

Period:

October 2000 – November 2000

Client:

Ivaí Engenharia de Obras S.A.

Owner:

Superintendência do Porto de Itajaí

Basic characteristics:

Breakwaters with tetrapodes elements up to 12.5 t.

Scope of the works:

Studies for tender purposes comprising: ─ Logistic for the construction; ─ Location and layout of the site installations and temporary loading facilities; ─ Selection and sizing of equipments for construction; ─ Construction planning; and ─ Detailed construction methods.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Barra do Riacho Bulk Products Terminal

Local:

Barra do Riacho, Espírito Santo, Brazil

Period:

November 2000 – March 2001

Client:

Ivaí Engenharia de Obras S.A.

Owner:

Codesa – Cia. Docas do Espirito Santo

Basic characteristics:

Scope of the works:

Marine terminal with one berth for ships from 16,000 to 40,000 DWT and another berth for ships from 16,000 to 40,000 DWT ships and supply boats and a tank farm.

Studies for tender purposes comprising: ─ Construction planning and costs; ─ Detailed construction methods and equipments; and ─ Logistic planning.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Floating Pier - São Francisco do Sul Terminal

Local:

São Francisco do Sul, Santa Catarina, Brazil

Period:

October 2003 - November 2003

Client:

Arteleste Construções Ltda

Owner:

Petróleo Brasileiro S.A. - Petrobrás

Basic characteristics:

Two floating piers, each one with 15.00 x 6.30 m. Each pier is composed by 4 floatings connected by a steel deck fixed on 508 mm tubular steel pipe pile; 2 x 2 m walkway between piers; Two metallic access ramps, one with 7.90 m and other with 1.75 m long. Both are 2 m wide; and Access platform with 10.50 x 3.00 m over the existing concrete structure.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


S hip Collision Protection System for Pier III of Ponta da Madeira Marine Terminal

Local:

Itaqui, São Luís, MA, Brasil

Period:

February 2005 - March 2005

Client:

CVRD - Cia Vale do Rio Doce S.A.

Owner:

CVRD - Cia Vale do Rio Doce S.A.

Basic characteristics:

Protection barrier against ship collision for ships up to 125.000 DWT, comprising: - RF concrete piles OD 2,032 mm supported in cell rubber fenders at the top in the pier platform; and - Steel frame connectig the piles at four elevations creating a protection barrier.

Scope of the works:

Conceptual design comprising: - Sizing of the structural components and conceptual drawings of the system; and - Project description, specifications and cost estimate.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Tug Boat Pier and Ship Arrester for Píer III Ponta da Madeira Marine Terminal

Local:

Itaqui, São Luís, Maranhão, Brazil

Period:

March 2003 – April 2003

Client:

CVRD – Cia Vale do Rio Doce S.A.

Owner:

CVRD – Cia Vale do Rio Doce S.A.

Basic characteristics:

Tug boat Pier: - The tug boat pier comprises three 4.20 m x 22 m berths located at the inner face of the main pier; - Three tug boats with a displacement of 720 t could be berthed simultaneously. Ship arrester: - The net with a length of 160 m was designed to resist at any point, the impact of a striking boat with a collision speed of de 2.98 knots (1.54 m/s).

Scope of the works:

Basic engineering comprising drawings, calculations, technical description and bill of quantities.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Rehabilitation and Upgrade of the Port of Paranaguá

Local:

Paranaguá, Paraná, Brazil

Period:

July 2001 – February 2002

Client:

Dreer Engenheiros e Consultores Ltda

Owner:

Government of the State of Paraná

Basic characteristics:

Scope of the works:

Upgrading of 1,016 meters of existing wharf and new extension of the west wharf with 820 meters long.

Basic engineering design; Structural calculation of the structures; and Basic specifications for execution of the works.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Ford Roll On – Roll Off Terminal

Local:

Candeias, Bahia, Brazil

Period:

January 2001

Client:

Construtora Queiroz Galvão S.A.

Owner:

Government of the State of Bahia

Basic characteristics: Scope of the works:

22 x 193 m long wharf for container ships up to 33,600 DWT and a RO-RO wharf for ships up to 12,000 DWT Studies for tender purposes comprising: ─ Construction planning and costs; and ─ Detailed construction methods and equipments.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Marine Terminal of Belmonte

Local:

Belmonte, Bahia, Brazil

Period:

April 2001 – May 2002

Client:

Construtora Norberto Odebrecht S.A.

Owner:

Veracel Celulose S.A.

Basic characteristics:

Offshore terminal for loading barges up to 5,000 DWT: ─ 320 m berm breakwater; ─ 382 m access bridge; and ─ 136 x 30 m pier.

Scope of the works:

Construction planning; Detailed construction methods; and Selection and sizing of equipments for construction.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Jacaré Passengers Floating Pier

Local:

Alcântara, Manaus, Brazil

Period:

November 2001 – November 2002

Client:

Construtora Roca Ltda.

Owner:

CLA - Centro de Lançamentos de Alcântara

Basic characteristics:

Floating pier with 7 m tide variation: ─ 35 m causeway; ─ 10 x 50 m steel floating platform; ─ 19,7 m fixed steel access bridge; and

Scope of the works:

Detailed engineering of all marine structures; Construction planning and costs; Detailed construction methods; and Construction supervision.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Bauxite Loading Jetty, Trombetas Port

Local:

Oriximiná, Pará , Brazil

Period:

February 2002 – April 2004

Client:

MRN - Mineração Rio do Norte S.A.

Owner:

MRN - Mineração Rio do Norte S.A.

Basic characteristics:

Bauxite Loading Pier: ─ 382 m access bridge; ─ Four berthing dolphins; and ─ Four mooring buoys.

Scope of the works:

Basic and detailed engineering for rehabilitation and upgrade of the berthing structures for ships up to 80,000 DWT, including 2 new dolphins; Construction planning and costs; and Basic specifications for execution for the rehabilitation and upgrade works.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Mooring Buoy at Trombetas Port

Local:

Oriximiná, Pará, Brazil

Period:

August 2004 - September 2004

Client:

MRN - Mineração Rio do Norte S.A.

Owner:

MRN - Mineração Rio do Norte S.A.

Basic characteristics: Scope of the works:

Mooring buoy system comprising chains, sinkers and two 9,000 lb Stato anchor. The minimum depth is 19 m. The system has been dimensioned for a 400 kN force and for the maximum water depth of 29 m. Detailed engineering design.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Passenger Floating Pier at Trombetas Port

Local:

Oriximiná, Pará, Brazil

Period:

September 2004 - November 2004

Client:

MRN - Mineração Rio do Norte S.A.

Owner:

MRN - Mineração Rio do Norte S.A.

Basic characteristics: Scope of the works:

36 x 14 x 3 m RF concrete floating pier fixed through two bi-articulated steel girders and connected to the shore by a 32 m long steel walkway. The floating pier allows operations under any condition of the river water level which varies 10 m. Detailed engineering design; - Cost estimate; and - Specifications.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Chemical Offshore Terminal, Ilo

Local:

Ilo, Peru

Period:

May 2002 – June 2002

Client:

Construtora Norberto Odebrecht S.A.

Owner:

Chiyoda Corporation

Basic characteristics:

Offshore acid terminal for ships up to 35,000 DWT: ─ 70 m causeway; ─ 450 m access bridge; and ─ 15 x 20 m operations platform.

Scope of the works:

Alternative basic engineering design; Construction planning and costs; and Selection and sizing of equipments for construction.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Inspection, Survey and Evaluation of Paranaguá and Antonina Ports

Local:

Paranaguá e Antonina, Paraná, Brazil

Period:

August 2002 - October 2002

Client:

Yasuda Seguros S.A.

Owner:

APPA – Administração dos Portos de Paranaguá e Antonina

Basic characteristics:

Port of Paranaguá comprising 2,616 m long wharf with 16 different structural conceptions along the quay; Port of Antonina with a 64.00 m long wharf.

Scope of the works:

Inspection, evaluation and cost estimate of the wharves as well as depreciation calculations for determining the current value for insurance purposes, comprising: ─ Site inspection and survey of the wharves; ─ As built drawings of the typical sections, and piling; and ─ Determination of the current total value of the wharves according to the Ross-Heidecke method, based on criteria for depreciation, economic life, etc.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Wharf Rehabilitation at the Berth 213 of Export Corridor

Local:

Paranaguá, Paraná, Brazil

Period:

May 2002 – June 2002

Client:

APPA – Administração dos Portos de Paranaguá e Antonina

Owner:

APPA – Administração dos Portos de Paranaguá e Antonina

Basic characteristics:

Scope of the works:

Danish type wharf, 13 m depth, with concrete sheet piles and pre-cast RF concrete load piles.

Structural analysis and in situ inspection of the current conditions of the structures damaged by a ship collision. Calculations of the structures; Detailed engineering for rehabilitation of the structures, including new sheet piles and capping beans; and Construction planning and costs.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Project Codemin II

Local:

Barro Alto and Niquelândia, Goiás, Brazil

Period:

June 2002 – August 2002

Client:

SEI Consultoria

Owner:

Codemin (Anglo American Group)

Basic characteristics:

Scope of the works:

Conceptual study for operation of singular barges or convoys, for ore transport in the Serra da Mesa lake, between the cities of Barro Alto and Niquelândia, with a 216 NM trip.

Conceptual engineering, of the barges, tugs and loading / unloading facilities; Logistics of the transport; Basic specifications; Sizing of the capacity and amount of the convoy of barges and tug boats for handling 750,000 t per year; Basic specifications for the 5,100 DWT barges and 2,500 HP tug boats.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Tug Boat Pier and Ship Barrier, CVRD Pier III

Local:

Itaqui, São Luís, Maranhão, Brazil

Period:

October 2003 – April 2004

C lient:

Construtora Norberto Odebrecht S.A.

Owner:

CVRD – Cia. Vale do Rio Doce S.A.

Basic characteristics:

Tug boat pier: - 5.00 x 80.00 m long pier for Damen ASD 3110 type tug boats. Ship barrier: - 94 m long RF concrete barrier supported on 1,000 mm tubular steel pipe piles. The barrier will protect the access bridge of the main pier against an accidental collision of a tug with 3 knots speed; - Calculations; - Detailed drawings; and - Specifications.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Port Pontal Complex

Place:

Pontal do Paraná, Paraná, Brazil

Period:

In progress

Client:

Porto Pontal Paraná Exportação e Importação Ltda

Owner:

Porto Pontal Paraná Exportação e Importação Ltda

Basic characteristics:

Port complex in water with depth of the 16 m, comprising: ─ Yard and wharf for containers, extension: 1000 m; ─ Grains and fertilizer terminal for vessels up to 125,000 TPB; and ─ Bulk liquids terminal, for vessels up to 105,000 TPB.

Scope of the works:

Basic engineering design; Construction planning; and Budget of the site.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Jebel Ali Container Terminal

Local:

Jebel Ali, United Arab Emirates

Period:

July 2003 – September 2003

Client:

Construtora Norberto Odebrecht – Gulf Region

Owner:

Jebel Ali Port Authority

Basic characteristics: Scope of the works:

Floating caissons wharf 1.220 m length, 10.10 m wide, 16 m depth and porteiner crane rails 30.48 m gage. Studies for tender purposes comprising: - Construction planning and costs; - Cost estimate; and - Basic engineering design.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


D oraleh Bulk Products Offshore Terminal

Local:

Doraleh, Republic of Djibouti

Period:

September 2003 – August 2004

Client:

Construtora Norberto Odebrecht S.A

Owner:

ENOC -The Emirates National Oil Company, Ltd.

Basic characteristics: Scope of the works:

Offshore berthing structures comprising a 200 m long trestle, berth # 1 for ships from 5.000 DWT to 80.000 DWT, berth # 2 for ships from 1.000 DWT to 30.000 DWT for handling LPG, chemical products and combustibles. (under construction) - Basic and detailed engineering design; - Construction planning and costs; and - Detailed construction methods.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Port of Paranguá Bulk Products Terminal

Local:

Paranaguá, Paraná, Brazil

Period:

September 2003 – October 2003

Client:

APPA – Administração dos Portos de Paranaguá e Antonina

Owner:

APPA – Administração dos Portos de Paranaguá e Antonina

Basic characteristics:

Two berths for ships up to 45.000 DWT, comprising 5 gravity berthing / mooring dolphins diameter 11m, rock filled retained by precast piles.

Scope of the works:

Detailed engineering design for the rehabilitation of the dolphin # 3 and upgrading of the pier; Construction planning and costs; and Specifications.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Solids Terminal of Paranaguá

Local:

Paranaguá, Paraná, Brazil

Period:

May 2007 – February 2008

Client:

Bunge Alimentos S.A.

Owner:

APPA – Administração dos Portos de Paranaguá e Antonina

Basic characteristics:

Loading pier: ─ ─

Scope of the works:

Two berths for loading ships up to 125,000 DWT; Four transporting conveyors, two for each berth. Capacity of 1,500 t/h(each line);

Depth of 13.8 m at the berths;

Size of the biggest ships: Cape Size 125.000 TPB.

Upgrading of berth 201 at Paranaguá Port quay.

Extension of the wharf of 61 meters long by 13 meters wide.

Basic design comprising: Studies for the location of the terminal; Conception for the terminal layout; Structural analysis and drawings; Budget worksheet; Project description; and Technical specifications and measuring criteria of the services.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Doraleh Container Terminal for Ultra-Large Container Ships

Place:

Doraleh, Republic of Djibouti

Period:

In progress

Client:

Construtora Norberto Odebrecht – Gulf Region

Owner:

DPI – Dubai Ports International

Basic characteristics:

Container Terminal for vessels up to 12,500 TEU's, comprising: ─ Wharf with extension of 1050 m; ─ Yard with area of 400.000 m²; ─ Support buildings; and ─ Utilities.

Scope of the works:

Complete executive project of the wharf, yard and utilities. Construction planning and detailed construction methods; Project of auxiliary and temporary structures (steel bracings and cantitravel design); Technical assistance through periodic visits from engineers.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Doraleh Containers Terminal for Last Generation Ships

Local:

Doraleh, Republic of Djibouti

Period:

April 2004 - June 2004

Client:

Construtora Norberto Odebrecht – Gulf Region

Owner:

DPI – Dubai Ports International

Basic Characteristics: Scope of the Works:

Wharf with 1,000 m of extension, 18 m of depth and 45.46 m wide platform, supported on steel pipe piles with diameter of 1,219 mm. Technical report comprising: - Evaluation of the existing fleet of container ships, new tendencies and evolution of future ships; - Operational and nautical aspects; - Specifications for vessel´s downtime evaluation; and - Analysis and evaluation of the report developed by Delft Hydraulics, Holland. Basic engineering design: - Drawings; - Detailed construction planning and methods; and - Detailed budget for construction.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Callao Container Terminal

Place:

Callao, Peru

Period:

In progress

Client:

Joint Venture Odebrecht - Saipem S.A. - Jan de Null

Owner:

DPWC - Dubai Ports World Callao

Basic characteristics:

Container Terminal for vessels up to 12,500 TEU's, comprising: ─ Wharf with extension of 660 m; ─ Yard with area of 215,000 m²; ─ Support buildings; and ─ Utilities.

Scope of the works:

Complete executive project of the wharf, yard and utilities. Construction planning and detailed construction methods; and Technical assistance through periodic visits from engineers.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Underwater Inspection of the Infrastructure at the Pier Uno

Local:

Mocanguê Island, Niterói, Rio de Janeiro, Brazil

Period:

November 2003

Client:

Beton Stahl Engenharia Ltda

Owner:

Base Naval do Rio de Janeiro, Brasil Navy

Basic characteristics:

407.23 m long wharf 10 x 10 m wide; 6,108.45 m² total area; Supported on 184 concrete piles.

Scope of the works:

Underwater inspection of the 20 piles, 700 mm OD, 14 m depth. Inspection report comprising: - DVD of the sub aqueous films; and - Magnetic files of the inspection photos;

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Port Infrastructure of Manaus

Local:

Manaus, Amazonas, Brazil

Period:

October 2003 – December 2003

Client:

Pieracciani

Owner:

Government of the State of Amazonas

Basic characteristics:

São Raimundo port with two floating berths for ferry-boats and small boats; Port of Manaus comprising an expansion of the “Roadway” floating pier for the Regional Hidroviary Terminal; Manaus modern terminal comprising six floating piers for fishing, fruits and vegetables; Port for the industrial district comprising one floating pier for containers one floating pier for ferry-boats and one floating pier for small craft boats; Conceptual design of the ports; and Cost estimate.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Upgrading of Loading Berth of Areia Branca Salt Offshore Terminal

Local:

Areia Branca, Rio Grande do Norte, Brazil

Period:

February 2005 - May 2005

Client:

CODERN - Cia Docas dos Estado do Rio Grande do Norte S.A.

Owner:

CODERN - Cia Docas dos Estado do Rio Grande do Norte S.A.

Basic characteristics:

Offshore transhipment salt terminal located 10 miles ashore, comprising: - 100 x 200 m artificial island for storage of salt with a barge unloading wharf; - 500 m long conveyor trestle connecting the stockpile and the barge wharf to the shiploader; and - Loading berth for ships up to 25.000 DWT with 3 mooring / berthing dolphins and 3 mooring buoys.

Scope of the works:

Layout conception with two additional dolphins and a new mooring buoy system; Detailed design for two new dolphins; and Detailed design for upgrading the 3 existing dolphins.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Pier III Expansion at the Ponta da Madeira Marine Terminal

Local:

Itaqui, São Luís, Maranhão, Brazil

Period:

September 2004 - October 2004

Client:

CVRD – Cia. Vale do Rio Doce S.A.

Owner:

CVRD – Cia. Vale do Rio Doce S.A.

Basic characteristics:

The works are related with the extension of the Pier III, to increase the berths availability and the capacity for export, comprising: - Extension of 71.00 m of the Pier III; - Foundations for new conveyors along the existing and the extension of the pier; - Foundations for new conveyors on shore; - Widening of the existing causeway; and - Steel towers for support of the new aerial conveyors.

Scope of the works:

Basic engineering design comprising drawings, specifications, bill of quantities.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Collect System of Pier III of Ponta da Madeira Marine Terminal

Local:

Itaqui, São Luís, Maranhão, Brazil

Period:

February 2005 - March 2005

Client:

CVRD - Cia Vale do Rio Doce S.A.

Owner:

CVRD - Cia Vale do Rio Doce S.A.

Basic characteristics:

Development of two studies, comprising conceptual design of collect system for materials who fall out from transporters. Alternative 1: Referring to creation of a floor at the level of the existing wharf, executed in precast concrete beams supported in Ø 80 cm metallic pipe piles. The floor will serve of support for the materials precipitated during the transport process, that could later be collected. Alternative 2: Referring to the creation of reinforcements in the existing transversal beams and the creation of longitudinal beams in the places where necessary, make possible the adaptation of gutters and leather straps of captation in the existing transporting towers.

Scope of the works:

Conceptual design comprising: - Technical description; and - Cost estimated for the works.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


New Berth for Bulk Products at the Itaqui Port

Local:

Itaqui, São Luís, Maranhão, Brazil

Period:

August 2004 - October 2004

Client:

Construtora Norberto Odebrecht S.A

Owner:

EMAP – Empresa Maranhense de Administração Portuária

Basic characteristics:

New jetty for ships up to 91.000 DWT (Berth 108), of Itaqui Port Complex comprising: - Access bridge; - Loading platform; - Two berthing dolphins; - Tug boat pier.

Scope of the works:

Studies for tender purposes, comprising: - Construction methods;

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Terminal LNG - Hunt Oil Peru

Local:

Melchorita - Peru

Period:

June 2005 - March 2006

Client:

OPIC - Odebrecht Ingieneria y Construcción

Owner:

Peru LNG - Hunt Oil

Basic Characteristics:

Development of structural engineering design and three alternative layouts: ─ Basic design: 1,350 m long access bridge with steel structures, loading platform, breasting and mooring dolphins, breakwater and auxiliary structures; ─ Alternative 1: variant of the structures of loading and breasting a single structure; ─ Alternative 2: variant of the structures of loading and breasting a single structure with a different layout and optimization of the breakwater; ─ Alternative 3: v variant of the structures of loading and breasting a single structure with a different layout and optimization of the breakwater, breasting line at 45° degrees.

Scope of the Works:

Basic engineering design: ─ Structural analysis, calculations and drawings; ─ Project description; ─ Construction planning; and ─ Budget of the construction planning costs.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Peru LNG Export Terminal

Place:

Pampa Melchorita, Peru

Period:

In progress

Client:

Joint Venture CDB Melchorita (Saipem/Odebrecht Construction/Jan de Nul)

Owner:

Peru LNG

Basic characteristics:

Terminal for offshore gas loading for vessels of up to 165,000 m and breakwater with 760 m in length, comprising: ─ Trestle/pipeline with 1350 m; ─ Operations platform; ─ 6 mooring dolphins and 4 berthing dolphins; and ─ Pier for the tugs.

Scope of the works:

Construction planning; Detail construction methods; Project of auxiliars and temporary estructurs (steel bracings and cantitravel design) Technical assistance through periodic visits from engineers.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Extension of the Container Wharf, Berths 101 and 102 at the Port of Imbituba Local:

Imbituba, Santa Catarina, Brazil

Period:

November 2005 - March 2006

Client:

Libra Terminal Imbituba S.A.

Owner: Basic Characteristics:

Libra Terminal Imbituba S.A. Extension of the existing wharf of 101.6 m and 36.08 m wide platform.

Scope of the Works:

Detailed design comprising: - Calculation notes; - Detailed drawings; - Quantitative worksheets; - Budget worksheets; and - Specifications.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Bulk Liquid Terminal, Ilha de Barnabé

Local:

Santos, São Paulo, Brazil

Period:

December 2005 - January 2007

Client:

COPAPE - Terminais e Armazéns Gerais

Owner:

COPAPE - Terminais e Armazéns Gerais

Basic Characteristics:

Loading pier for ships from 5.000 DWT to 120.000 DWT. characteristics are:

The main project

- 72 meter long access bridge accommodating roadway and piperack; - 30.2 m long by 14.05 m wide operational platform; - Four breasting/mooring dolphins; Scope of the Works:

Detailed design comprising: - Calculation notes; - Project description; - Detailed drawings; and - Quantitative worksheets.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Terminal Pier for Liquids and Fertilizers at Ilha de Barnabé

Local:

Ilha Barnabé, Santos, São Paulo - Brazil

Period:

March 2008 – August 2008

Client:

COPAPE Terminais

Owner:

COPAPE Terminais

Basic characteristics:

Bulk for liquid loading and fertilizers unloading for ships from 40,000 to 80,000 DWT. Access bridge of 61.25 m long accommodating roadway, pipeway and utility rack; 24 meter wide mooring pier, with total extension of 223; Material handling equipments; and Two mooring dolphins of 6.4 x 6.4 m.

Scope of the Works:

Detailed design comprising: Detailed drawings; Calculation notes; Quantitative worksheet; and Estimative budget of the construction and services.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Santos Container Terminal

Place:

Santos, São Paulo, Brazil

Period:

In progress

Client:

Construtora Norberto Odebrecht S.A.

Owner:

Embraport

Basic characteristics:

Container terminal with depth of 16 m. Pier for Aacohol Container Pier, extension: 1000 m

Scope of the works:

Basic engineering design; Construction planning and detailed construction methods; Dimensioning of teams and equipment for construction; and Budget of the site.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


Itaguaí Iron Ore Terminal

Place:

Itaguaí, Rio de Janeiro, Brazil

Period:

In progress

Client:

Joint venture of Brazilian Mining Companies

Owner:

Cia. Docas do Estado do Rio de Janeiro - CDRJ

Basic characteristics:

Mineral loading terminal on vessels up to 120,000 TPB ─ Pier with extension of 364 m; ─ Trestle with extension of 840 m; ─ Storage Yard and rail tracks; and ─ Wagon turner, utilities, stackers reclaimers etc.

Scope of the works:

Basic engineering design; Construction planning and detail construction methods; Dimensioning of teams and equipment for construction; and Budget of the site.

Alameda Doutor Carlos de Carvalho, nº 603 – Centro – CEP 80430-180 – Curitiba – Paraná – Brasil www.exeengenharia.com e-mail: exe@exeengenharia.com Tel./Fax: +55 (41) 3014-3515


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