ccoommppaannyy pprreesseennttaattiioonn · description design-building bid for the construction of...

CCoommppaannyy

PPrreesseennttaattiioonn

Via Túnel P.G.F.

Projectos, Gestão e Fiscalização de Empreendimentos, Lda.

www.viatunel.com – [email protected]

Avenida Almirante Gago Coutinho, nº74, 1700-031 Lisboa

Tel: +351 213592600

Fax: +351 213592610

http://www.viatunel.com/

1

INDEX

PRESENTATION 2

LOCATION AND CONTACTS 3

MAIN ACTIVITY AREAS AND SERVICE CAPACITIES 4

COMPANY´S ORGANIZATION 5

ORGANIZATIONAL CHART 5

TECHNICAL WORK FORCE 6

OUTSOURSING CONSULTANTS 6

MAIN INTERNACIONAL PROJECTS 6

VIA TÚNEL P.G.F. WORLDWIDE 6

MARINE CONSTRUCTIONS 7

BRIDGES 10

ENVIRONMENT PROJECTS 14

MAIN PROJECTS IN PORTUGAL 15

ENVIRONMENT PROJECTS 16

INFRASTRUCTURES 20

INDUSTRY 22

BRIDGES 25

BUILDINGS 35

MARINE CONSTRUCTION 42

CHEMICAL INDUSTRY AND THERMO ELECTRICAL INDUSTRY 44

UNDERGROUND STRUCTURES 45

REHABILITATION AND URBAN RECONSTRUCTION 48

BRIDGE REHABILITATION 52

2

PRESENTATION

Via Túnel P.G.F. is a company dedicated to engineering studies and projects, created

in 2004. Since then, it has developed its activities on Structures and Sanitation

engineering areas, namely STF’s (Sewage Treatment Facilities), WTF’s (Water

Treatment Facilities) and buildings, including its repair as well as its reconstruction.

Over the past few years, Via Túnel P.G.F. designed the biggest WTF’s and SWF’s in

Portugal, namely WTF of Asseiceira, STF of Alcântara and WTF of Guia.

Internationally Via Túnel P.G.F. designed the water and sewerage networks in Porto

Aboim, in Angola, Santa Isabel bay outside infrastructure in Malabo (Equatorial

Guinea) and reviewed the design of Luanda Plaza Hotel, in Angola. In 2009, Via Túnel

P.G.F. also developed the project of Port of Casablanca, Morocco, and its access

viaduct. Recently, developed the design of Surface LRT’s viadutcs in Macau.

Besides the activities mentioned above, its main team has dedicated mostly to the

analysis and revision of projects, in order to ensure its complete coordination, thus

reducing to a minimum all errors and omissions that frequently paralyze all work and

also highly inflating costs, without benefit for any of the intervening bodies, especially in

relation to the project finance.

In order to meet the client’s interests, and considering the quality laws which rule this

activity, it will be appointed for each work a coordinator which will be the technical

director or one of his assistants, who will represent the company concerning the

contract aspects and ensure the fulfillment of the agreed in terms of work quality and

delays, to achieve client’s total satisfaction.

The company has liability insurance and it is presently in the process of application to

Quality European System ISO 9001.

3

LOCATION AND CONTACTS

Via Túnel P.G.F. is located in a privileged area in Lisboa city, in Avenida Almirante

Gago Coutinho, nº74, 1700-031 Lisboa.

Phone: 21 3592600 www.viatunel.com

Fax: 21 3592610 [email protected]

http://www.viatunel.com/

4

MAIN ACTIVITY AREAS AND SERVICE CAPACITIES

Via Túnel P.G.F.’s service capacity is associated to its own experience in the

recruitment of external valences, whenever necessary, to complement its technical

skills. Via Túnel P.G.F. and associated companies have the capability and required

experience to provide services in the following areas:

Marine Works and Harbour Infrastructures Transportation Infrastructures

[Bridges, Viaducts, Trains Stations, etc.]

Road Infrastructure Special Structures

Buildings

[Offices, Residential, etc.] Hospitals

Hydraulic Hotels

Urban Infrastructures Logistics

Agro-Industry Chemical and Pharmaceutical Industry

Processing Industry Urban Reconstruction

The range of services that can be provided are is listed below:

Management of Projects and Constructions Current and Industrial Foundations and

Structures

Bridges, Tunnels and Special Structures Infrastructures

[Earthworks, Parks, Roads, etc.]

Geology and Geotechnical Characterization Wastewater Networks

Water Supply Systems Supply, Transformation and Distributions of

Energy

Sewage Systems Mechanical Installations and HVCA

Electrical Installation and Communication Systems

Active and Passive Security

Fire Extinguishing Automation and Control Facilities

Integrated Technical Management Facility Project Review

Construction Supervision Thermic and Acoustic

5

COMPANY´S ORGANIZATION

In order make available its services, which includes Consulting, Engineering and

Management, Coordination and Construction Supervision, Via Túnel P.G.F. is

structured and organized in a way that projects are done by multidisciplinary work

teams.

Project’s activities are performed by work teams which integrate the structure defined

to each project. Daily responsibility of each project belongs to the Technical Manager,

who is assisted by the Project Manager and Disciplinary Coordinators.

During the tasks performance, the Disciplinary Coordinators keep direct contact with

the Project Manager, thus, without losing the hierarchy dependence, as it is shown

below on the company’s organizational chart.

ORGANIZATIONAL CHART

General Management

Commercial and Marketing

Management

Design and Licensing

Management

Production and Technical

Management

Infrastructures Architecture Foundations

and Structures

Electrical Installations and Communications

Mechanical Installations

Automation and Control

Security and Support Services

Project Analysis and Review

Coordination and

Construction Supervision

Financial and Administrative Management

Quality Control

Law Services Technical

Secretaries

6

TECHNICAL WORK FORCE

Post Person Responsible

General Coordination

General Coordination Pedro Neto Rebelo, Civil Engineer

[O.E. Senior Member – Structures Specialist]

Department Responsible

Infrastructures and Hydraulic Teresa Liberal

[O.E. Senior Member]

Structures and Foundations Carlos Águas

[Master Civil Engineer]

Team

Structures and Foundations Cláudia Ferreira, Civil Engineer

Structures and Foundations Cátia Fernandes, Civil Engineer

Structures and Foundations Filipe Figueiredo, Master Civil Engineer

Structures and Foundations Pedro Machado, Master Civil Engineer

Hydraulic Patrícia Pais, Hydraulic Engineer

OUTSOURSING CONSULTANTS

Post Person Responsible

Geology and Geotechnic Professor Alexandre Santos Pinto, Civil

Engineer

HVCA António Tavares, Mechanical Engineer

Telecommunication and Electricity José Luis Almeida, Electronic Engineer

Telecommunication and Electricity Mário Costa, Electronic Engineer

MAIN INTERNACIONAL PROJECTS

VIA TÚNEL P.G.F. WORLDWIDE

7

MARINE CONSTRUCTIONS

Harbour and Harbour Infrastructures in Santa Isabel Bay, Malabo,

8

Equatorial Guinea

Client Trust Somagec / Etermar

Description Final Project including the following structures:

- Multipurpose harbour at -9.0zh, 350m long;

- Ro-Ro Terminal at the top of the harbour;

- Service Harbour for small 40m long vessels;

- Harbour at -7.00zh, 100m long;

- Protection and access pier to the service harbour;

- Landing harbour for small vessels;

-Construction of a harbour at -16.00zh, 500m long, inclunding soil

improvement with gravel columns as well as placing of a relief prism and

earth plain of the back.

Date 2007 - 2008 Construction Cost € 540.000.000

9

Cogo Harbour, Republic of Equatorial Guinea


Description The project was about the construction of an access bridge with 7 m large and

700 m long and a harbour bridge with props of 40 m large and 150 m long.

The works consist in a pre cast concrete tray which is placed over a metal

structure of beams supported in metallic piles filled up with concrete.

The main piles and beams will be placed using sea means, while pre slabs and

concrete “in sight” will be placed by using an advance car over the Harbour

Date 2008 Construction Cost € 20.000.000

10

Containor’s Terminal of Casablanca, Morocco

Client SGTM - Société Général des Travaux du Maroc

Description Final project of a harbour of 360 m long and -12,5 and 14 ZH deep. It includes

dredging plan, foundation project, Boxes project and heading beam prepared

for the service loads of the mix terminal.


BRIDGES

11

Viaducts of Surface Subway in Macau

Client PAL ASIACONSULT

Description Set of 24 Viaducts with external prestress and a total length of 2770 m,

which belong to the construction enterprise of the new Surface Subway in

Macau, which part is designated by C270.

Viaducts are separated by expansion joints, achieving maximum lengths

of about 140 m. Standard spans have 30m to 35m. Deck’s cross - section

allows accommodating two circulation tracks, in general – “double track”.

Construction phasing is segmental type, which is a system often used in

Asiatic Countries.


12

Access Viaduct to Casablanca’s Harbour, Morocco

Client SGTM - Société Général des Travaux du Maroc

Description The work is divided in an Access Road Viaduct to Casablanca Harbour in

Morocco. The work is divided in three structures, separated by expansion

joints, making a total length of about 240 m. Central span with 38 m long

allows to cross the access railway to the sea harbour. Structural solution

used is mixing– connection steel/ concrete.


13

Pedestrian Bridges in Lubango, Angola

Client Rushmore S.A.

Description Design-building Bid for the construction of three pedestrian crossings

over the main road which connects Luanda to Lobito in Angola, without

traffic interruption during assembling.

The naximum span for the tree bridges is about 30.10m.

The structural solution adopted is totally metallic – Collumns, deck and

access stairs. Deck is composed by two longitudinal metallic open-web

beams, connected on top by a concrete slab over cooperative plate.

Assembling was made in site in less than a month.

Date 2011 Construction Cost € 450.000

14

Pedestrian Bridge of Cogo, Republic of Equatorial Guinea


Description This project concerns the construction of an access bridge to the Island with

about 120 m long and 3 m width, which allows walking and emergency vehicles

access to an Island which can currently only be reached by sea.

According to the pictures, it is a bridge in steel structure with wooden floor,

supported on steel piles.


ENVIRONMENT PROJECTS

15

Water and Sewage Piping of Porto Aboim City, Angola

Client CME

Description Installation of a new water and sewage piping and construction of a sewage

treatment facility.


MAIN PROJECTS IN PORTUGAL

16

ENVIRONMENT PROJECTS

Sewage Treatment Facility in Alcântara, Lisbon

Client SIMTEJO

Trust Somague/Edifer/Hidrocontrato

Description STF of Alcântara, with 4.8ha, was designed for a population of 756 thousand

inhabitants. It’s a complex hydraulic and structural project, developed by Via

Túnel PGF on a design and construction partnership with the trust Somague,

Edifer, and Hidrocontrato.


17

Water Treatment Facility of Asseisseira

Client Trust Sopol / Mota Engil / Degremont

Description Design- building work of the WTF of Asseisseira.


18

Sewage Treatment Facility of Guia

Client SANEST

Trust/Drace/Sopol/CME/

Dragados

Description Design- Building works for the STF of the Sanitation system of Costa do

Estoril.


19

Sewage Treatment Facility of Lousã

Client Águas do Mondego

Trust Etermar / Hidrocontrato

Description Design-Building works of the STF of Lousã.


Sewage Treatment Facility of Gradil

Client SIMTEJO

Trust Graviner/Degremont

Description Design-Building works of STF of Gradil / Caneira Nova / Caneira Velha.


20

Sewage Treatment Facility of Salir

Client Águas do Algarve

Trust Graviner/Degremont

Description Design- Building works of Interception System and STF of Salir.


INFRASTRUCTURES

21

Infrastructures of “Herdade do Morgado do Reguengo” in Portimão

Client IMOREGUENGO – Desenvolvimento e Promoção Imobiliária S.A.

Description Nucleus of tourism development with 988 ha, including 2 hotels, 3

condominiums and 2 golf courses.


NORA

TANQUE

LINHA DE DRENAGEM DO CAMPO DE GOLFE

EIRAED.

PALÁCIO

SILOS

ACESSO INST.

TÉCNICAS 2

Intervenção da Op. L

oteamento

Limite Norte da Área de

Intervenção da Op. Loteamento

INST.TÉCNICAS 1

INST.TÉCNICAS 2

P.B.I.

P.B.I.

P.B.I.

P.B.I.

P.B.I.

CENTRAL

SOBREPRESSORA

P.B.I.

Morgado do Reguengo

Monch

ique

Port

imão

EVUC

EVUCNP 6

CONJUNTO DO TÉNIS

EIRA

VD

ACESSO INST.

TÉCNICAS 1

EVUCNP 2

EVUCNP 3

EVUCNP 4

EVUCNP 3

EVUCNP 5

EVUCNP 5

EVUCNP 6

EVUCNP 7

L14

L11

L21

L13

L12

L10

L9

L8

L6

L5

L4

L3

L7

L2

L1

R 1

L23

L22

L17

L16

L19

VL 3

UH 1

L26

L25

L20

MCAT 3

LOTE 33

LOTE 32

CLUBE DE GOLFE

LOTE 31

MCAT 3

L15

L30

L28

L29

L27

L24

L18

GOLFE 1

MCAT 1

H

GOLFE 1

VL 4

VD

LOTE 34

LOTE 37

LOTE 38

LOTE 39

LOTE 40

LOTE 40

LOTE 35

LOTE 36

EVUCNP 1

Área não incluida na

Operação de Loteamento

UH5

VL 3

VD

VL 4

VL 5VD

Lago do Morgado

Limite

Norte

da Área de

MCAT 2

NH

22

Infrastructures for the Urbanization Plan of “Pégões”

Client City Hall of Pégões

Description Infrastructures for the Urbanization plan of Pégões, including 4.0 km

road.


INDUSTRY

23

Urban Solid Waste Treatment Facility – Ersuc

Client Trust Edifer / HLC / Rosroca

Description Via Túnel PGF was responsible for the civil project of this important

infrastructure that enables a high quality leap concerning the treatment process

of MSW in the central coast. The project was developed on a design and

construction partnership with the trust Edifer, HLC, and Rosroca.


24

Uralada – Logistics Center for Vegetable Oils

Client Sociedade Uralada de Inversiones, S.A.

Description Construction of Storage warehouse for liquids in bulk in Setúbal Harbour.


New Wine Seller of José Maria da Fonseca, in “Azeitão”

Client José Maria da Fonseca

Description Soil replacement, construction of platforms for wine storage recipients;

construction of a building, with seller and two floors, for wine processing

including the administrative area.


25

Drink In – Industrial Compound of Beer Factory “Cintra”, in Santarém

Client Drink In

Description Total area of the ground : 30Ha

Construction area: 32.000m2

Infrastructures total area: 28.000m2


BRIDGES

26

IC17 CRIL

Road Buraca/Pontinha – Viaduct over “ Avenida Ruy Luis Gomes”

Client EP - Estradas de Portugal

Description This works purpose is to cross CRIL (Internal Regional road of Lisbon)

over Ruy Luis Gomes Avenue.

This viaduct includes a continuous frame divided in 3 parts with a total

length of 62 m.

The deck platform has 34.2 m width.

The deck is made of 14 beams in I form precast and pre tensioned. It has

been given continuity over the supports by using superior post force of

continuity.

Each support alignment includes 4 round columns with 1.20 m of diameter.


[Value of CRIL’s Contract]

27

IC17 CRIL

Road Buraca/Pontinha – Viaduct over “Estrada da Correia”


Description This works purpose is to cross CRIL (Internal Regional road of Lisbon)

over Correia Road..

This viaduct includes a continuous frame divided in 4 parts with a total

length of 88 m. The deck width varies between 31.05 m and 32.7 m.

The deck is made of 12 beams in I form precast and pre tensioned. It has

been given continuity over the supports by using superior post force of

continuity.

Each support alignment includes 4 round columns with 1.00 m of diameter.



28

IC17 CRIL

Road Buraca/Pontinha – Overpasses 1 and 2 of ”Rotunda de Pedralvas”


Description This works purpose is to cross 6AB branch of CRIL at Pedralva’s node.

The overpass structure includes a frame of one span only with 28.3 m long.

The deck platform has 14.25 m width.

The deck is made of 6 beams in I form precast and pre tensioned.

Abutments are materialized by a curtain of piles with 1.00 m apart from

each other 1.30 m.



29

IC17 CRIL

Road Buraca/Pontinha – Underpasses 1 and 2 of “Rotunda de Benfica”


Description This works purpose is to cross the reestablishment 6.1 of CRIL in Benfica

Rotunda.

Underpasses structures includes a frame of one span only with 20.0m

long. The decks platform has 17.25 m width.

Decks are made of 7 beams in I form precast and pre tensioned.

Abutments are materialized by reinforced concrete walls with constant

thickness of 1.20 m which are supported over piles 1.00 m, apart from

each other 2.00 m.



30

South Railway – Design for Renewal of Setubal Railway Station

Client Monte Adriano, Engenharia e Construção

Description Alternative design ordered by the contractor in order to simplify the

construction process.

The new underpass replaces the existing one at the same place, and it has

double span from the present one, allowing the enlargement of “Tebaída”

street on the crossing area. The structural/constructive solution adopted

was innovative comparing to the traditional process. Half of the works

were made outside the railway platform. This half underpass was placed

under the railway track by Hydraulic “slide”. The final columns are

concreted.

Afterwards the deck of the other half of the work is made over the existing

underpass. Deck’s longitudinal beams are prestressed. After that it is ”cut”

the frame provisory upstream, in order to minimize the hyper static effects

on the prestress. The existing work is disassembled and demolished. All

these works have been done with only a few interruptions of the train

circulation during the night (5h).

Construction accomplished with success in 4 months.


31

Project for North-South Passage – Branch H – Barreiro – Pinhal-Novo

Viaduct at km 5+950 of Alentejo’s Railway

Client REFER - Rede Ferroviária Nacional

Description Road Viaduct in prestressed reinforced concrete with 158 m long and 13.1

m width. It has a maximum span of 30 m over the railway crossing area.

It is characterized by its curb layout in plan. The deck is made “in situ”

cimbred to the soil, it is composed by a bulk slab with regular thickness,

which is lightened on mid-span area.

It has been used the column/pile technology for the structure support.

It presents wing walls extensive in Reinforced Earth.


32

IP6/ Branch Peniche – IC1; Node with Variant A – Caldas da Rainha

Viaduct over river “Olho Marinho”

Client EP - Estradas de Portugal, S.A

Description Road viaduct in prestressed reinforced concrete with 206 m long and 26.7

m total width. It has standard spans of 21.5 m.

The viaduct setting area is placed over an alluvial low which is composed

by near consolidated deposits and of week geotechnical characteristics.

The deck is made “in situ” cimbred to the soil, it is composed by a

massive Ribbed slab with regular thickness.


33

Project North Passage

Underpasses at km’s 11+920 and 12+858 of Alentejo’s Railway

Client Promorail

Description Two rail-tracks underpasses in reinforced concrete closed frame. The span is

10.6 m long.

They are characterized by its madding process – “slide”, with road provisory

suspension during construction works (without road closing, only narrowing

parts).

The hard frame presents a deck with gussets near the supports.

Stanchions and raft foundation have regular thickness of 0.70 m. Wing walls are

also in reinforced concrete made “in situ”.


34

Tunes/Lagos Railway Branch

Underpass at km 325+432 (Estombar)

Client Promorail

Description Train-tracks underpass for replacement of the existent culvert. It has a span of

7.55 m.

It must be pointed out its constructive process. The works are performed

without causing big disturbs to the regular train circulation. In order to do so, it is

placed metallic structure of ´road suspension supported directly on the top

beams of the two pile curtains already built.


35

Access Viaduct to Northern Pier – Lisbon Airport

Client ANA – Aeroportos de Portugal

Description Provisory viaduct of access to construction of northern Pier of Lisbon Airport.

The works are about a metallic viaduct composed by a continuous frame of 6

pieces with span of 10.5 m adding a total length of 58 m. The deck, with about 7

m width, will be composed by a grillage of structural steel, type HEB, over which

it is supported a pre cast slab in reinforced concrete with 0.18 m thickness.


IC2 – Coimbra – Overpass of São Martinho do Bispo’s Node

Client EP - Estradas de Portugal, S.A

Description This work will allow to cross Branch A+B over IC2 road.

Overpass structure includes a continuous frame of 3 spans 72 m long. Deck

platform has 18.80 m width. Deck is made of one slab with two ribs prestressed

longitudinally with constant high of 1.60 m.


BUILDINGS

36

Hospital in Lamego

Client Ministério da Saúde / DGIES

Description Hospital building in Lamego’s surroundings, with a plan area of 18 000 m2

approximately, it has been divided in 6 structural blocks, which vary from 3

and 6 floors high. The structure in reinforced concrete is defined by flat

plates with a span of 7.50 m. Foundation solution considered was direct

foundation, materialized by isolated footings and/or grouped, in 4 blocks

and indirect foundation by piles of 0.80 m diameter in the other 2 blocks.


Hospital “Sousa Martins” – Guarda

Client Administração Regional de Saúde Do Centro, I.P.

Description Renewal and amplification of Sousa Martin’s Hospital in Guarda’s district, with

a construction area of 92 230 m2. This hospital has several structural bodies in

reinforced concrete, with 2 underground floors and 2 floors high, defined by flat

plates with spans of about 7.50 m. It must be pointed out the elevated metallic

walkway, with spans of 37.50 m and 15.0 m, which makes the connection

between two buildings.


37

Civic Centre of “Feijó”

Client Câmara Municipal de Almada

Description Construction of the Civic Centre in “Feijó”, near Almada.


38

Escola Júlio Dantas em Lagos, Algarve

Client Parque Escolar

Description The work is about the remodelling and enlargement of the present school.

The intervention includes a total area of construction for new buildings of

10 000 m2 and 7500 m2 of existent buildings to remodel and rehabilitate.

It must be pointed out the structural method adopted considering the

deficient earthquake strength verified on the existent structures. There

have been eliminated all the expansion joints in order to create a sole

structural body. The frames of the gables “blind” have been reconstructed

to create stiff reinforced concrete walls which ensure the earthquake

strength in the code.

For the conception of these solutions it has been very important the joint

work with architecture.


39

Building “Oriente” in Parque das Nações, Lisboa

Client ARIPA - Ilídio Pelicano e Associados, Consultores de Planeamento e Arquitectura, Lda

Description Building destinated to commercial and housing purposes, with 4 basement

floors, 15 stories high. Total area, 12 000 m2.


Hotel Casino “Príncipe do Mónaco” in Ponta Delgada, S. Miguel, Azores

Client ASTA Atlântida

Description Construction of Hotel Casino Prince of Monaco


40

Shopping Center of Pero Teive in Ponta Delgada, S. Miguel, Azores

Client ASTA Atlântida

Description Construction of the commercial compound in Pêro Teive, which is situated

in Ponta Delgada, S. Miguel Isle - Azores


Reaccommodation Buildings in “Malha 7” – Alto do Lumiar, Lisbon

Client ENGIL

Description Six reaccommodation buildings, eight to ten stories high, 220 flats, two

parking floors and total construction area, 29 300 m2


41

Almada Forum Shopping Centre– Zone C – Module 8

Client FTD - Consultores de Engenharia, Lda

Description Almada Forum Shopping Centre, two floors for parking, and three for

commercial purposes. Total area, 36 000 m2.


Madeira Shopping Centre, Funchal, Madeira

Client ENGIL

Description Commercial building in Stª Quitéria, Madeira, with a plan area of 22 900 m2 and

3 floors, with total plan area of 47 000 m2.


42

Coordination, Management, Supervision and Construction Project of “Estádio Municipal de Leiria”

Client LEIRISPORT - Desporto Lazer e Turismo, EM

Description Rehabilitation and amplification of the Leiria Stadium, and areas around

the stadium. Total area 160.000 m2.


MARINE CONSTRUCTION

43

Sapec’s Ship Terminal in Mitrena – Berth for 35000 DWT Ships

Client SAPEC Agro, S.A.

Description Bank of mooring consisting of four dukes of alba and respective walkways

of access.


44

Tourist Wharf – Fluvial Principal da Régua

Client IND - Instituto De Navegabilidade do Douro

Description Wharf with 220m extension, including port for mooring of recreation boats,

building bar restaurant and buildings of support. Consolidation and

urbanity recovery of the hillside close the city of “Peso da Régua”,

including new urban infrastructures.


Tourist Wharf – Fluvial Principal de Barca do Alva

Client Câmara Municipal de Figueira de Castelo Rodrigo

Description Wharf in River Douro with 80m length, including slope, building bar restaurant,

support building. Urban arrangement of an area with about 6000 m2.


CHEMICAL INDUSTRY AND THERMO ELECTRICAL INDUSTRY

45

Buildings 2 to 10 of “Hovione Farmacêutica” in Macau

Client Intergaup / Hovione Farmaciência, S.A.

Description Building 2A, meant for production, with 6 floors and a total area of 1100 m2.

Building 10 meant to be a warehouse, a laboratory and main offices, 6 stories

high with basement for parking, total area 5000 m2.


Powerplant of “Caldeirão” in S. Miguel, Azores

Client Etermar

Description Amplification of the Power Plant, with two more groups (7 and 8).


UNDERGROUND STRUCTURES

46

IC17 CRIL

Road Buraca/Pontinha – Venda Nova Tunnel


Description Road Tunnel inserted in an urban area which allows crossing the complete

CRIL road through a tunnel structure, situated in Venda Nova area, in

Amadora, Portugal.

The tunnel includes 3 roadways in both sides, with a total width of 34.10m.

Longitudinally it presents an extension of 235m.

It must be pointed out its complexity associated to the stage construction.

Being the tunnel’s lateral wall very close to a neighborhood, one was

forced to use “top down” inverted construction method. This proximity to

the existing structures was controlled through the risk analysis of the

nearby buildings by the “Burland” method, as well as with the use of a

proper instrumentation and observation plan intensified during construction

and which is still currently in use (with the structure functioning).



47

Repairing of Alcântara’s Narrow Water Channel in Calouste Gulbenkian Avenue

Client Alves Ribeiro

Description Reconstruction of piping in an extension of 50m with structure in reinforced

concrete with 9.60 m width, 15m depth. Project for an access well for future

repairs


Subway Station of Quinta das Mouras, Lisbon

Client FERCONSULT

Description Underground Subway Station in Lisbon with construction area of 4 000 m2.


48

Subway Station of Falagueira, Lisbon

Client FERCONSULT

Description Underground Subway Station in Lisbon with construction area of 6 000 m2.


Amplification and Remodeling of Arroios’s Subway Station, Lisbon

Client FERCONSULT

Description Amplification and remodeling of Underground Subway Station in Lisbon with

construction area of 1 400 m2.

Date 2000 Construction Cost

€ 4.100.000

[Budget Estimate]

REHABILITATION AND URBAN RECONSTRUCTION

49

Buildings in Rua Augusta n.º 279 to 283, Lisbon

Client Sociedade de Estudos Superiores de Contabilidade - Lisboa

Description Rehabilitation of the existing structure and construction of another floor.


50

Building in Rua Sacramento à Lapa n.º 2 to 8, Lisbon

Client IMOHELSINQUIA

Description Remodeling of a housing building 4 stories high, with commercial area in

ground floor, 14 places for parking, and a total construction area of 2000m2.


51

Several Churches of the Religious Patrimonial of Pico Island, Azores

Client CRIP

Description Restoration of several churches, repairing and reconstruction of Religious

Buildings, affected by the 9th of July 1998 earthquake.


Buildings in Rua Augusta n.º 279 to 283, Lisbon

Client Santa Casa da Misericórdia de Lisboa

Description Building for reconstruction by keeping the façade, with 4 stories high destined to

commercial and housing purposes.


52

Building in Rua da Prata n.º 115 a 137, Lisbon

Client Santa Casa da Misericórdia de Lisboa

Description Building for housing with stores on the ground floor, with five stories high and

Attic and a total construction area of about 2300m2.


BRIDGE REHABILITATION

53

“Seiça” bridge and “Vale dos Ovos” culvert

Client Estradas de Portugal. S.A

Description The “Seiça” bridge consists in a three arch ashlar masonry structure that was

subjected to structural reinforcement with steel I-beams. The new reinforcement

consists in the refilling of the stone joints and application of a shotcrete layer

over the I-beam.


54

Bridge in EN246 over “Figueiró” riverside, Portugal

Client Monte Adriano, Engenharia e Construção

Description The “Figueiró” Bridge consists in two independent briges of diferent ages. One,

older then the other, composed by a tree brickwork arch structure, and another

(enlargement bridge) composed by a concrete frame structure.


ccoommppaannyy pprreesseennttaattiioonn · description design-building bid for the construction of...

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