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SACYR GROUP – KEY DATES

2009

Creation of Sacyr

Awards: Hacemos lo

Imposible

Panama Canal

expansion contract

2007

Acquisition of 20% of

Repsol YPF and 91.21%

of Europistas

2003

Creation of Sacyr

Vallehermoso Group by

fusion of Sacyr with

Vallehermoso

Integration of Somague

(100%)

1996

Beginning of

international activity

1921

Foundation of Vallehermoso

1986

Foundation of Sacyr

2002

Acquisition of Real

Estate Business

(Vallehermoso and

Testa)

2004

Purchase of the biggest

independent

environmental company

– Sufi, currently called

Valoriza Servicios

Medioambientales

2008

Conclusion of the

merger between Itínere

and Europistas

Sale of Itínere

2010

A share capital increase

of 401 million euros

1900 2000 …

SACYR GROUP – KEY DATES

2013

Change of company

name to Sacyr

Subscribed an increase

in share capital

Placement of a

convertible bond issue

for 200 million euros

Manuel Manrique

appointed as Chairman

2012

Creates 3rd edition of

the Sacyr Awards: Sacyr

Innovation

2014

Exit from housing

business

Reinforce capital

structure

Sacyr awarded its 3rd

road concession in

Colombia

Acquisition of 50% of

the Spanish subsidiary

of the company Fluor,

for the energy market –

Joint Venture Sacyr

Fluor

Panama Canal

expansion inauguration

… 2000

2011

Second share capital

increase of 96 million

euros

Subscribed an increase

in share capital of 96.10

million euros at 6 euros

2015

Sale of Testa — asset

operations

Refinance of Repsol

stakes

2016

Sacyr Concesiones sells

98% of its company HC -

Hospitais Concesionados

to Aberdeen

Infrastructure Fund

SACYR WORLDWIDE

ACTIVITY AREAS OF SACYR GROUP

Focused on construction

activities including:

Civil works

Buildings

Hydro projects

Turnkey/EPC

Top technological

capacity

International activity

reaching 84% of the

total

Diversified infrastructure

portfolio:

Different industries

Diverse geographic

markets

Combination of mature

assets and concessions

with upside potential

35 assets

26 years average

remaining life

High growth potential and

increasing value

Focused on public services concessions: Water,

environmental and multiservices

Stable and cash generator activity for the long run

Solid portfolio of contracts

Track record

Improving earnings and margins

Focused on EPC

projects related to

energy, waste

treatment and water:

Core-business with

potential upside

JV with Fluor

Highest technological

capabilities

+250 power plants

+100 water plants

S A C Y R

I N D U S T R I A L V A L O R I Z A

S E R V I C E S I N D U S T R I A L C O N C E S S I O N S C O N S T R U C T I O N

S A C Y R

C O N S T R U C C I Ó N /

S O M A G U E

S A C Y R

C O N C E S I O N E S

8.2% interest in Repsol

Large potential of

upside & synergies

R E P S O L

I N V E S T M E N T

E B I T D A M I L L I O N E U R O S

+ 1 3 %

2 0 1 6

3 6 0

2 0 1 5

3 1 8

E B I T D A M A R G I N %

+ 1 . 8 %

2 0 1 6

1 2 . 6

2 0 1 5

1 0 . 8

O R I G I N

O F R E V E N U E S I N T E R N A C I O N A L

2008 27%

2016 52%

KEY FIGURES

construction

SOMAGUE – KEY DATES

2003

Integration in the Sacyr

Vallehermoso Group

1998

Somague Engenharia is

the company that is

formed from the merger

of Soconstroi and

Somague Construções

1947

Creation of Somague

1997

Acquisition of

Soconstroi

2002

Acquisition of Neopul

2007

Certification of the

Integrated Environment,

Quality and Safety

Management System

(SIGAQS) and Innovation

1900 2000 …


2010

Contract for the design,

construction and

financing of the new

Vila Franca de Xira

Hospital

2008

Creation of Somague

Concessões

2009

Sale of Somague Itínere

2011

Ceremony of Laying the

First Stone of the Foz

Tua Dam Project

Inauguration of Braga

Hospital

… 2000

Inauguration of Santo

Espírito da Ilha Terceira

Hospital – Azores

Inauguration of Sines

LNG Terminal Expansion

- Sines

2012

Inauguration of

Bemposta Dam power

capacity increase


2014

Inauguration of the Port

of Praia

2013

Opening of the

Barcelona-Figueras

high-speed (TGV) rail

link (132 km)

Inauguration of Data

Center PT - Covilhã

Inauguration of Alegro

de Setúbal shopping

centre, in Portugal

Inauguration of the 1st

phase of Instituto Médio

de Artes (IMA) - Angola

Extension of QSA

certification to

international activities

Inauguration of the Cruise Ship Pier

of the Port of Funchal – Madeira

2016

José Maria Orihuela

Uzal appointed as

Chairman of Somague

Engenharia

Inauguration of the

Pestana CR7 Hotel,

Funchal - Madeira

… 2000

2015

Inauguration of the CEART - Arts

School Complex – 2nd phase (IMA) -

Angola

Inauguration of Assicom Retirement

Home - Madeira

Contract to build the second phase

of the new campus of the University

of Ulster in Belfast, United Kingdom

2017

Inauguration of San

Francisco River

Diversion Project –

Eastern Stretch, in

Brazil

SOMAGUE WORLDWIDE

BUSINESS AREAS

• Dams / Power capacity increases

• Fluvial hydraulics

• Railway works • Track infra &

superstructure

• Overhead electrification

• Infrastructure

maintenance

• Transportation infrastructures • Roads • Bridges and viaducts • Airports

• Industrial construction works • Energy

• Environment

• Water, sanitation and gas

infrastructures

• Building construction works • Housing • Offices • Leisure, sports, health

and environmental infrastructures

• Airports terminals • Monuments and buildings

renovation and rehabilitation

Mission:

► The undertaking of complex infrastructure and services projects that:

Contribute to improving the quality of life of the general public;

Offer opportunities of personal and professional development to our employees;

Generate value for our clients, partners and shareholders.

Vision:

► To be a leading group with an international vocation that serves as a touchstone for others by:

Undertaking innovative, high value projects;

Growing in a profitable and sustainable manner;

Offering quality professional opportunities for our employees;

Respecting the environment.

Values:

► Team spirit: Confidence, Collaboration, Loyalty;

► Excellence: Rigor, Talent, Passion;

► Innovation: Imagination, Creativity, Courage;

► Flexibility: Resilience, Pragmatism, Austerity;

► Integrity: Honesty, Transparency.

MISSION, VISION AND VALUES

QSA CERTIFICATION

The Integrated Environment, Quality and Safety Management

System (SIGAQS) is now certified in its three dimensions.

The scope of its implementation covers the entirety of the

Companies' activities.

SIGAQS

INNOVATION MANAGEMENT

► Somague has an RDI Management System certified by APCER in line

with the Portuguese Standard NP4457;

► This includes the pilot group of companies certified in 2007;

► Various RDI projects have been developed, and have been

recognized by the Innovation Agency;

► Part of the Strategic Council and Executive Commission of the

Portuguese Construction Technology Platform (PTPC).

Characteristics:

Port of Funchal expansion (1,014 m) of mooring quay in reinforced concrete caissons. Sea wall extension: (length – 182 m, width – 17 to 35 m).

Main quantities:

Rock fill: 1,400,000 m³ ▌Concrete: 60,000 m³

Location: Portugal - Madeira

Start / completion date: 1956 / 1962

Value: 160.000.000 PTE

Current equivalent value: € 58.099.979

Port of Funchal

Characteristics:

Port of Beira expansion. Construction of two new mooring

quays (-10.00 m), 21 caissons of reinforced concrete 13,6 x

13,6 m, “havage” embedded.

Main quantities:

Dredging: 270,000 m³ ▌Concrete: 65,000 m³ ▌Iron sheeting

piles: 1,000 ton

Port of Beira

Location: Mozambique


Value: 114.210.265 PTE


Characteristics:

Port of Ponta Delgada expansion for the loading and unloading of fuels.

Main quantities:

Rock fills: 450,000 m³ ▌Concrete: 70,000 m³ ▌Mooring quay in concrete caissons (-10,00 m): 200 m ▌Breakwater: 150 m

Location: Portugal - Azores, S. Miguel


Value: 80.000.000 PTE


Port of Ponta Delgada

Characteristics:

Expansion. Outer breakwater of classified rock fill harbour with concrete superstructure; widening of the existing breakwater and expansion of the

northern breakwater to 350 m.

Main quantities:

Rock fill: 300,000 m³ ▌“In situ” concrete: 15,000 m³ ▌Concrete blocks: 11,000 m³

Location: Portugal - Póvoa de Varzim


Value: 37.736.272 PTE


Port of Póvoa do Varzim

Characteristics:

Expansion. Mooring quay (-6,00 m) for fishing boats. Quay-wall in precast concrete blocks.

Location: Portugal - Lisbon, Tejo River


Value: 53.000.000 PTE


Pedrouços Dock in Port of Lisbon

Characteristics:

Port of Luanda expansion. 410 m of new quay (-10,00 m). Reinforced concrete caissons of 15,00 x 8,30 x 14,00 m (49 caissons).

Main quantities:

Dredging concrete: 60,000 m³ ▌Concrete: 30,000 m³

Location: Angola - Luanda


Value: 51.757.892 PTE


Port of Luanda

Characteristics:

Expansion of outer northern breakwater to 750 m. 3 mooring harbours for tankers of 5,000, 27,000 and 100,000 ton, installation of fuel piping and

transportation equipment and 3 column piers, with length of the 1,000 m, to unload sardines.

Main quantities:

Rock excavation: 30,000 m³ ▌Rock fill: 523,300 m³ ▌Concrete in tetrapod's: 40,000 m³ ▌Concrete: 62,400 m³ ▌Reinforced concrete: 30,000 m³

▌Dredging: 610,000 m³

Location: Portugal - Porto


Value: 368.000.000 PTE

Current equivalent value: € 109.932.662 (in consortium)

Port of Leixões

Characteristics:

Dry dock for repair of tankers up to one million ton, with length

the 520 m at level -9,00 and 97 m width.

Main quantities:

Excavation: 1,000,000 m³ ▌Concrete piles: 20,000 m³ ▌Concrete:

120,000 m³ ▌Steel: 8,000 ton

Location: Portugal - Almada, Margueira


Value: 325.000.000 PTE


Dry Dock n.º 13 at the Lisnave Shipyard

Characteristics:

Construction platform with 420 x 75 m; dock no. 21 with 450 x 75 m; dock no. 22 with 350 x 55 m.

Main quantities:

Excavation: 250,000 m³ ▌Landfill: 320,000 m³ ▌Concrete: 150,000 m³ ▌Reinforced steel: 12,000 ton ▌Concrete pipes: 72,000 m³ ▌Steel piles: 310

ton

Location: Portugal - Setúbal


Value: 500.000.000 PTE


Setenave Shipyard in Setúbal

Characteristics:

Port of Portimão expansion. Construction of 550 m of quay for fishing boats at level -6.00 m and 400 m of quay for commercial vessels at level -

10.00 m.

Main quantities:

Dredging: 1,750,000 m³ ▌Landfill: 900,000 m³ ▌Rock fill: 300,000 m³ ▌Concrete: 75,000 m³ ▌Steel rods: 520 ton

Location: Portugal - Algarve, Portimão


Value: 2.300.000.000 PTE


Port of Portimão

Characteristics:

1,2 km breakwater extension and construction of 7 new docking quays.

Main quantities:

Rock fill: 6,000,000 m³ ▌Concrete: 720,000 m³ ▌Steel sheet piles: 8,000 ton ▌Reinforced concrete: 30,000 m³ ▌Landfill: 2,000,000 m³

Location: Venezuela – La Guaira


Value: 4.500.000.000 PTE


Port of La Guaira

Characteristics:

1,000 m of mooring quay on reinforced concrete caissons with base depth of -13.00 m, -12.00 m and -11.00 m and 8 ha of earthworks.

Location: Portugal - Lisbon


Value: 1.162.392.334 PTE


Alcântara Quay – Port of Lisbon

Characteristics:

Construction and protection of the Port of Leixões oil terminal breakwater, including the manufacture and placement of 45 t artificial blocks on

the inside of the north breakwater.

Location: Portugal - Leixões


Value: 368.000.000 PTE


Oil Terminal in Port of Leixões

Characteristics:

Extension of the North breakwater to 520 m; construction of 500 m of quay at -12 m, 20 ha of earthworks, 5 km of hydraulic correction and

marginal retention damming.

Main quantities:

Reinforced concrete piles Ø 1,00 m: 8,400 m ▌Reinforced concrete in structures: 20,000 m³ ▌Concrete in blocks and tetrapod's: 70,000 m³

▌Rock fill: 1,300,000 m³

Location: Portugal - Aveiro


Value: 10.936.524.189 PTE


Port of Aveiro Development Plan

Characteristics:

Construction of 3 block quays in a length of 602 m, at bottoms (-9 m), (-7,50 m) and (-4,50 m), protection and expansion of the existing

breakwater and construction of the land installations.

Location: Cape Verde – Praia Island


Value: 11.847.557 USD

Reconstruction and development of the Port of Praia

Characteristics:

800 m of access wharf to a 1,100 m long breakwater parallel to the shore with base depth of -25,00 m, creating shelter to 350 m from the quay in

reinforced concrete caissons with base depth of -18,00 m for the unloading of coal.

Main quantities:

Reinforced concrete: 800,000 m³ ▌Earthworks landfill: 3,500,000 m³ ▌Rock fill: 6,000,000 m³

Location: Portugal - Sines


Value: 10.426.000.000 PTE


Sines Coal Terminal

Characteristics:

1,280 m long breakwater, consisting of rock fill prisms with base depth of -20,00 m, sheltered with mantle of 30 ton tetrapod's.

Location: Portugal - Azores - Terceira, Praia da Vitória


Value: 3.060.000.000 PTE


Praia da Vitória Bay south breakwater

Characteristics:

Construction of the Caniçal shipyard and fishing harbour; design and construction of the outer wharf of the Caniçal marine terminal (1st stage) and

construction of the outer wharf of the Caniçal marine terminal (2nd stage). Western expansion of the Caniçal commercial harbour; eastern

expansion of the Caniçal commercial harbour and outer wharf (3rd stage).

Location: Portugal - Madeira, Caniçal


Value: € 51.763.477


Marine terminal of the Caniçal Industrial free trade zone

Characteristics:

Dredging of the sand and excavation of the rocky bases to the west of the Bugio breakwater and construction of a new mooring quay 300 m long

with base depth of -6,50 m. Construction of six prefabricated modules for installation of the new shipyard facilities with a covered area of 3,600

m2.

Location: Portugal - Viana do Castelo


Value: 1.170.220.000 PTE


Port of Viana do Castelo – Mooring quay and docks support facilities

Characteristics:

420 m long mooring quay-wall with base depth of -12,00 m CD; construction of 4 pile moorings; construction of the marginal retainers of the level

ground, dredging of an estimated volume of 2 million m3, construction of level ground of approximately 15 ha, including paving and rainwater

drainage system, construction of water supply, sewage, electricity and telephone networks; construction of access roads.

Location: Portugal – Porto de Setúbal


Value: 4.659.455.685 PTE


Roll-on/Roll-off Terminal – Ford / VW VX62

Characteristics:

Hydraulic repulsion landfill with an area of about 4,5 ha. The existing commercial quay (Quay nos. 3 and 4) was also expanded in order to allow

the operation of container ships approximately 200 m in length and requiring depths of -12,00 m. Quay no. 4 is now 215 m long and made up of

columns of 6 superimposed blocks, 2 m wide, weighing between 30,000 kg and 41,000 kg. The quay base level is -12,00 CD. The superstructure has

a height of 2,75 m. The adjacent level ground has an area of 10,750 m2 at level +3,00. Construction of a passenger and ferry terminal. The quay is

now composed of columns of 3 blocks 2 m wide weighing between 12,000 and 38,000 kg. The quay has a length of 261 m. The foundations level is -

4,00 CD. The superstructure is 2,00 m in height. The surrounding level ground has an area of 7,035 m2 at level -3,00 CD. Retainers in selected rock

fills to protect the landfill. Demolition of 180 m of existing protection wall to allow access to the area recovered by the North landfill. 10 m wide

access to the North landfill. Paving of areas adjacent to the commercial quay, the ferry and passenger terminal and the North landfill. Surface

infrastructure comprising the installation of electrical, lighting, earthling, fuel and water networks.

Main quantities:

Landfill: 370,000 m3 ▌TOT rock fills: 52,750 m3 ▌of 100/300 kg: 14,200 m3 ▌of 1 to 3 ton: 4,000 m3 ▌Concrete: 20,000 m3 ▌Paving: 40,000 m3

Location: Cape Verde – Mindelo


Value: 1.381.225.742 CVE

Large Porto of Mindelo

Characteristics:

Boa Vista: Breakwater 230 m long; docking quay (in blocks) 80 m long and with base at level -5,00 DC; “roll-on/roll-off” (Ro-Ro) ramp 15 m wide;

flat behind dock land with area of 5,600 m², at level +3,00 DC; quay accessories – protective barriers and mooring heads; illumination for Harbor

and dock land; 500 m long access road to Harbour from the town of Sal-Rei.

Maio: Quay of reinforced concrete on cylindrical reinforced concrete on cylindrical reinforced concrete piles with metal sleeves, 112 m long and

14,5 m wide, access to quay in reinforced concrete on piles, 110,5 m long and 8,2 m wide; behind dock land with area of 7,000 m², at level of

+3,20 DC; quay accessories – mooring heads, protective barriers; 800 m long access road to Harbour from Vila do Maio, with 2 lanes each 3 m wide.

Location: Cape Verde – Boa Vista (Baía de Sal-Rei)/Maio (Vila do Maio)


Value: 2.252.631.014 CVE

Cape Verde Port Project – Ports of Boa Vista and Maio

Characteristics:

Breakwater (floating) and creation of a water mirror to be used as a marina in the basin between the river bank and the floating breakwaters;

assembly of all breakwater networks and accesses. Repair and rehabilitation of the Cabo Ruivo Column Pier, via cleaning of the entire structure

with sand jets and repair with projected concrete, micro-concrete and non-retractable mortars. Painting of the structure with cement based

paint.

Main quantities:

Sinking of pipes with molding pipe: 591 m ▌Reinforcement A400 NR: 212 ton ▌Concrete B25 BD 2.1: 1,048 m³ ▌Concrete B30 BD 2.1: 330 m³

▌Reinforced concrete caissons size 7,15 x 5,0 x 3,15: 730 m ▌Sinking of piles with Fe 370 molding pipe, e= 10 mm, Ø 813 mm: 288 m ▌Pontoons 6

m wide: 254 m

Location: Portugal - Lisbon, Cabo Ruivo


Value: 1.087.167.000 PTE


Floating Pontoon Breakwaters for Cabo Ruivo Column Pier

Characteristics:

Terminal expansion. Quay with reinforced concrete caissons with 305 m of mooring, with service base depth of -18,00 CD and crest level +7,00 CD.

To the rear of this quay, a parallel quay was constructed with base depth at -15,00 CD and crest also at level +7,00 CD. The level ground created

between the 2 new quays is 76,20 m wide, closed at one end by a vertical quay with base depth of -15,00 CD. A side unloading station for Ro-Ro

ships was also built, comprising a fixed ramp supported on the land side at level +7,00 CD and on the sea side at level +4,50 CD, and a

hydraulically raised ramp. To facilitate loading and unloading, a 3 ha park was built, with fencing and its own power and lighting supply.

Main quantities:

Removal of rocks/dredging: 43,000 m³ ▌Rock fill caissons foundations: 27,000 m³ ▌Rock fill: 520,000 m³ ▌On site concrete: 78,700 m³ ▌A400 NR

steel reinforcements: 54,700 km ▌Breaking of submerged rocks: 3,400 m³ ▌Paving with tarmac surfacing: 18,000 m³ ▌Concrete block paving:

37,770 m³ ▌Electric cables: 9,000 m ▌Water piping: 2,500 m



Value: 3.689.290.000 PTE


Port of Sines Multipurpose Terminal

Characteristics:

Expansion of the area of the level ground of the Xabregas quay by extending the quay towards the river by approximately 100 m; dredging to

enable the implantation of the TOT prism for the foundations of the new quay; pre-fabrication of caissons for the new quay wall; execution of

final superstructure; general landfill of area gained from the river; installation of gantry crane movement track beams; concrete paving; drainage

network, electrical, water and telephone networks.

Main quantities:

Dredging: 1,722,261 m³ ▌TOT rock fill: 410,030 m³ ▌Rock fill: 26,326 m³ ▌Landfill with sand: 1,675,953 m³ ▌Concrete: 43,712 m³ ▌Compacting:

62,950 m² ▌Reinforcement: 41,759 kN ▌Concrete slab paving: 138,108 m²



Value: € 26.161.950


Xabregas container terminal

Characteristics:

Hydrolift in the Mitrena Shipyard comprising: a central flood gate 300 m long and 40 m wide; 3 docking platforms for PANAMAX type ships 280 m

long and 39 m wide; 2 pumping stations; metal gates for the floodgate and the 3 platforms, respective telephone networks, technical networks

(fluids, electricity, data) and paving.

Main quantities:

Dredging: 100,000 m³ ▌Landfills: 120,000 m³ ▌Rock fill and protections: 15,000 m³ ▌Dynamic compaction: 65,000 m³ ▌Reinforced concrete

caissons: 110,000 m³ ▌Paving: 50,000 m²

Location: Portugal - Setúbal


Value: 7.971.802.000 PTE


Hydrolift in Mitrena Shipyard

Characteristics:

Container terminal, with mooring zone in caissons (33 units), expansion of eastern zone with piling work (76 units) and paving of all the adjoining

quay area of over 120,000 m².

Main quantities:

Other concrete elements: 3,800 m³ ▌Paving: 250,000 m²

Location: Portugal – Port of Setúbal


Value: 4.611.555.000 PTE


Container Terminal/Multimodal Platform

Characteristics:

Cutting and removal of 2 metal pile moorings, localized dredging around the pile moorings, placing and TOT setting, pre-fabrication of 2 BA boxes

(size 15 x 15 x 23 m), placing of boxes in respective setting sites, filling of interior with concrete, on site concreting of top of each pile mooring,

fitting of quay accessories.

Main quantities:

Dredging: 15,600 m³ ▌Volume of concrete: 13,035 m³ ▌Iron: 410,454 kg

Location: Morocco - Mohammedia

Start / completion date: 2000

Value: € 4.251.519


Mohammedia Harbour Oil Terminal

Characteristics:

Wharf strengthening. Reprofiling of the most damaged sections of the wharf’s outer slope, across an extent of around 920 m, with 48.4 ton

tetrapods, including removal of tetrapods from the existing shell, dredging of the existing layers followed by reprofiling with rockfill produced at a

quarry, and with restored/fabricated tetrapods. Reprofiling of the most damaged sections of the wharf’s inner slope, with Antifer cubes of 6.7

ton. Demolition and reconstruction of 70 m of ridge wall with non-reinforced concrete. Prospecting for cavities / hollows under the ridge wall and

respective filling with rock materials.

Main quantities:

Pre-fabrication and placement of Antifer cubes in the profiling of the inner slope: 200 of 6,7 ton ▌Pre-fabrication and placement of tetrapod's in

the profiling of the outer slope: 1,400 of 48,4 ton ▌Lifting, storage and replacement of tetrapod's (outer slope): 2,400 of 48,4 ton ▌Dredging of

rock fill of up to 3 t: 35,000 m3 ▌Supply and placement of rock fill of up to 5 t: 65,000 m3

Location: Morocco – Jorf Lasfar


Value: 101.222.330 DHS


Reinforcement of the Port of Josf-Lasfar Breakwater

Characteristics:

Extension of the current east wharf southwards to a length of 1,100 m, including dredging with rock removal, rock fill, blocks of 600 and 710 kN in

the protection layers and concrete in the superstructure.

Main quantities:

Dredging: 41,000 m³ ▌Rock Removal: 36,000 m³ ▌Placing of rock fill: 3,000,000 m³ ▌Pre-fabrication and placement of Antifer cubes of 600 kN:

17,900 unit ▌Pre-fabrication and placement of Antifer 710 kN cubes: 2,100 unit ▌Surface concreting: 37,000 m³



Value: € 47.395.340


East breakwater of Port of Sines

Characteristics:

Project, supply, construction and commissioning of an LPG terminal at Sines, including a marine terminal with capacity to receive LNG tankers

between 25,000 and 165,000 m³ in size, storage capacity for 240,000 m³ of gas at cryogenic temperatures in 2 tanks and dispatch to national gas

pipeline, operating support and administrative buildings, seawater re-gassing system.

Main quantities:

Concrete: 80,800 m³ ▌Steel: 9,600 ton ▌Shuttering: 204,500 m2 ▌Pre-stressed steel: 1,240 ton



Value: € 190.324.889 (in consortium)


Liquefied Natural Gas Terminal

Characteristics:

Land infrastructures at the wharf, including ice factory building and fish market. Net floor area of 2,000 m2.

Location: Cape Verde - Mindelo


Mindelo Fisherman’s Wharf

Characteristics:

Building of land infrastructure facilities for fishing port, specifically: sewage, water supply and electricity networks and external concrete paving.

Construction of metal frame and galvanised sheeting buildings for: freezing, handling and conservation of fish, including the assembly of all

cooling and ice production machinery. Building of water storage tank, office building and sanitary facilities for port staff.

Main quantities:

Gross construction area: 925 m2 ▌Excavation: 570 m3 ▌Iron: 106 ton ▌Concrete: 1,150 m3 ▌Shuttering: 2,610 m2 ▌Metal structure: 159 ton

▌Galvanized sheeting: 1,630 m2

Location: Cape Verde – Mindelo, Cova da Inglesa/São Vicente


Port of Mindelo Fishing – 2nd Phase

Characteristics:

Quay wall with a mooring front of 325 m (foundation level at – 16,5 ZH deep) in caissons of 31,30 x 16 x 20,50 m (15 unit). Back filling of 1,400,000

m3 at level (+5.0 ZH). Marginal back filling protection in a length of 380 m. Paving of an area of approx. 110,000 m2. Rails for the quay portal-

cranes. Rainwater drainage system. Water and sewage system of the main substation and quay office. Electric system of the terminal, including

related civil works.

Main quantities:

Alluvial and rock fill: 1,370,511 m3 ▌Reinforced concrete: 33,421 m3 ▌Reinforced concrete paving up to a thickness of 0,40 m: 106,593 m2 ▌Rails

for portal-cranes: 638 m ▌Drilling, blasting and removal of underwater rock: 5,765 m3 ▌Dredging of alluvial material: 27,524 m3 ▌Sand fill with

crushed stone columns: 5,877 m2 ▌Reinforced concrete piles with a diameter of 1,10 m: 839 m3



Value: € 22.644.892


PSA Container Terminal in Port of Sines

Characteristics:

260,000 m² solid bulk terminal, consisting of 2 quays with 750 m in total and a water depth of -12 m CD. Construction specification included all

energy, water, security and communications infrastructures, the railway line and two support buildings.

Main quantities:

Concrete: 17,000 m³ ▌Rock fill: 310,000 m³ ▌Sheet piles: 4,500 ton ▌Pavement in cobblestone: 200,000 m² ▌Rail track: 1,457 ton ▌Concrete

reinforcement steel: 1,048 ton

Location: Portugal - Aveiro




Solid bulk terminal of the Port of Aveiro

Characteristics:

Manufacture of concrete blocks for port expansion, land

infrastructures, including ice factory building and fish market.

Main quantities:

Concrete: 5,200 m³

Location: Cape Verde – Praia


Value: 425.000.000 CVE


Praia Fishing Wharf (1st and 2nd phase)

Characteristics:

Construction works and erection of the metal structures necessary

for building the Road Bridge made of Concrete and Structural

Steel for Berth 301.

Operational bridge with a total length of 147 m, divided into

three equal spans: two spans are 10 m wide (with two 3,5 m

traffic lanes, one 2,2 m lane for pedestrians and 0,40 m for the

base of the guard rails on both sides) and the central span is 13 m

wide. Two access bridges, one at each end, with a total length of

42,10 m and a width of 10 m. Two triangular platforms with 10 x

10 m sides at the junction between the access bridges and the

operational bridge. Two metal-structure overhead walkways

linking the operational bridge to the mooring dolphins. Four

bollards on the dolphins with a capacity of 750 kN. Two access

ramps 54 m long and 10 m wide, with 2 traffic lanes 3,5 m wide

and a 2,20 m pedestrian lane. Lighting system for the operational

bridge and for the access ramps. Fire-fighting system.

Location: Brazil – Rio de Janeiro, Sepetiba


Value: 5.900.000 R$

Port of Sepetiba – Berth 301

Characteristics:

Reprofiling of the wharf´s damaged external layer (~300 m), reloading of the breakwater head with 40 ton tetrapod's and construction of a 95 m

docking quay.

Main quantities:

Pre-fabrication and placement of 40 ton tetrapod's: 700 ▌Pre-fabrication and application of 40 ton Antifer cubes: 106 ▌Pre-fabrication and

application of 30 ton quay blocks: 120 ▌Supply and placement of rock fill of up to 5 ton: 15,000 m³ ▌Removal and reapplication of tetrapod's of

the existing shell (40 ton): 730 ▌Removal and re-application at the foot of the exterior embankment (reinforcement) of broken tetrapod's: 525

▌Dredging of rock fill: 5,500 m³

Location: Portugal - Azores – Lajes, Flores Island


Value: € 9.043.678


Port of Lajes Breakwater

Characteristics:

Refurbishment of two quays. Platform expansion to support the new urban plan for docking areas, refurbishment of the marina docking including

construction of new walkways docking areas.

Location: Spain – Maiorca, Soller


Value: € 4.600.000


Port of Puerto de Soller

Characteristics:

Rehabilitation of 1,000 m of the wharf and construction of a new 230 m passenger quay and respective terminal.

Main quantities:

Dredging/wharf excavation: 48,800 m³ ▌Placing of rock fill: 83,800 m³ ▌Pre-fabrication and placement of 300 kN tetrapod's: 4,200 unit ▌Pre-

fabrication and placement of 250 kN Antifer cubes: 1,300 unit ▌Concrete in wharf superstructure: 37,000 m³ ▌Ridge wall concrete: 5,000 m²

▌Dredging of the passenger quay zone: 27,000 m³ ▌Concrete for quay: 15,400 m³ ▌Slab concrete: 3,200 m³

Location: Portugal - Azores, Terceira



Port of Praia da Vitória

Characteristics:

Two wharfs at Barra do Douro to improve navigation conditions. Consisting of two 450 m breakwaters, one to the south made of rock fill and

Antifer blocks of high-density concrete, and the other, to the north, made of vertical concrete walls, consisting of caissons and arches topped by a

superstructure. Environmental follow-up and monitoring.

Main quantities:

Concrete: 60,000 m3 ▌High-density concrete: 30,000 m3 ▌Concrete reinforcement steel: 17,100 kN ▌Rock fill: 285,000 m3 ▌Dredging: 210,000 m3

Location: Portugal - Porto



Barra do Douro breakwaters

Characteristics:

Construction of a wharf with two strips: one strip 1,000 m long, running parallel to the wharf and about 220 m from its superstructure, and

another strip 300 m long and perpendicular to the latter and connected to the current Xitá quay. 330,000 square m platforms will be created

between the two breakwater strips. The work performed on the existing basin between the east wharf and the Xitá quay includes the following

work: capping crest, quay, link to the Xitá quay, dredging and landfill.

Main quantities:

Trench dredging: 907,000 m³ ▌Maneuver basin dredging: 1,186,000 m³ ▌Dredging in Sagunto Harbour and transport to Valencia Harbour:

1,307,000 m³ ▌Foundation berm rock fill: 486,000 ton ▌Stone fill in the caisson backs: 443,000 m³ ▌Filling of caissons cells: 268,000 m³ ▌Caisson

concrete: 85,500 m³ ▌Caisson steel: 4,224 ton ▌Caissons: 31 units ▌Superstructure concrete: 34,000 m³ ▌Superstructure steel: 2,089 ton

▌Underwater concrete: 6,200 m³ ▌Crest rock fill: 490,000 ton

Location: Spain - Valencia



East wharf platform and mooring quay of Valencia Harbour

Characteristics:

Execution of reinforced concrete caissons for a breakwaters expansion.

Main quantities:

Docking: 231 m ▌Expansion of service area: 25,200 m²

Location: Spain – Marín


Value: € 8.364.798

Port of Marín – 2nd phase

Characteristics:

480 berth recreational marina, an inter-island ferry docking quay, a docking quay for large cruise liners built parallel to the current commercial

quay, and support buildings.

Main quantities:

Dredging: 92,000 m³ ▌Rock extraction: 55,000 m³ ▌Steel A500: 11,000 ton ▌Concrete: 150,000 m³ ▌Various rock fill: 270,000 m³ ▌Caissons: 29

unit ▌Arches: 313 unit ▌Various pre-fabricated parts: 533 unit

Location: Portugal - Azores, Ponta Delgada



Ponta Delgada cruise line terminal

Characteristics:

Access platform with 500 m2 in stone paving and 350 m2 in wood,

supported by concrete and steel pillars.

Location: Cape Verde - Santa Maria, Sal Island


Regeneration of the bridge at Santa Maria quay

Characteristics:

Sea work with concrete spans, transition parts (one caisson in catchment one in reinforced concrete and another in catchment two in fiberglass),

spans in HDPE (two placed by sinking in each of the two catchment outfalls) and sunken and linked catchment raisers. 4 access shafts in molded

walls were also made, two for collection and two for discharge; 1,248 fattening tanks in reinforced concrete, covered with a metallic structure

and canvas; 480 pre-fattening tanks, covered with a polyester coated metallic structure coated, and 21 buildings in metallic structure.

Main quantities:

Piping Ø 32 to Ø 3,000: 125,232 m ▌Concrete: 116,000 m3 ▌Steel: 6,198,373 kg ▌Shuttering: 171,519 m2 ▌Metallic structure: 1,977,302 kg

▌Concrete paving: 265,741 m2

Location: Portugal - Aveiro, Praia da Mira



Acuinova

Characteristics:

Rehabilitation of the existing quay and construction of the new quay having a reinforced concrete pile structure (length of 200 m and a variable

width of 33 to 46 m). Improvement of the geotechnical characteristics of soils at the front of the existing quay by executing crushed stone

columns to ensure the whole structure stability; execution of a rock filling prism on the outside of the existing quay to improve its whole stability;

reconstruction of the rock filling prism and filter on the back of the quay to avoid layers from fine filling material; strengthening of the

superstructure block with bolting.

Main quantities:

Construction dredging: 73,000 m3 ▌General dredging: 57,000 m3 ▌Supply and placing of rock fill: 60,000 m3 ▌Execution of crushed stone columns:

13,900 m ▌Reinforced concrete piles: 6,800 ml ▌Reinforced concrete (quay structure): 5,200 m3




Jardim do Tabaco Quay – 1st phase

Characteristics:

New Basin for nautical services in Valencia Harbour.

Main quantities:

Execution of reinforced concrete caissons: 200 m ▌Breakwater: 250 m ▌Expansion of service area: 25,000 m²



Value: € 18.485.944

New Basin in Valencia Harbour

Characteristics:

Rehabilitation of the existing quay 2: execution of a breakwater with quarry stone prism; Filling of the hollows under the quay blocks; Treatment and demolition works on the existing top girder; Removal of the existing quay equipment; Concreting of the reinforced concrete elements; Execution of the technical gutter and installation of the quay equipment. Construction of the “Cargo Village” (site for container/cargo storage and administrative buildings).

Construction of access road (linking the port, Cargo Village, and Praia ring road).

Location: Cape Verde – Santiago Island


Value: 68.058.322 CVE (in consortium)

Expansion and Modernization of Port of Praia – 1st phase

Characteristics:

Rehabilitation of the structure of the present quays, along a front of 450 m, closing and fill works of the Terreiro do Trigo Dock, construction of

the new quay having a reinforced concrete pile structure with higher bottoms for cruise liners.

Main quantities:

Dredging works: 42,000 m3 ▌Supply and placing of quarry stone, rock filling and crushed stone: 80,500 m3 ▌Execution of crushed stone columns

with a Ø 0,95 m: 85,500 m ▌Reinforced concrete piles with a Ø 1,0 m (drilling): 14,800 m ▌Pile steel casing with a Ø 1,0 m: 18,600 m ▌Reinforced

concrete: 37,000 m3 ▌Steel reinforcements A500: 3,782,000 Kg




Jardim do Tabaco Quay – 2nd phase

Characteristics:

Main breakwater with three forms of construction – rubble mound (1,150 m), vertical (2,000 m) and mixed (400 m) -, in addition to a rubble mound

secondary breakwater (1,100 m). The construction of the rubble mound breakwater is divided into two stages: creation of two rubble mounds with

base depth of -5 Z.H and filling of the core by direct truck offloading, using a high capacity crane to complete the planned section. Execution of

52 reinforced concrete caissons, reinforced concrete for curtain walls and superstructure, hydraulic fill for installation surface; sub base, bases

and access road paving.

Main quantities:

Breakwater: 3,385 m ▌Secondary breakwater: 1,100 m ▌Rock fill and quarry stone: 8,300,000 ton ▌Concrete for caissons, blocks and

superstructure: 885,000 m3 ▌Dredging of foundation trench: 750,000 m3 ▌Dredging for hydraulic fill and caissons: 2,850,000 m3 ▌Embankment:

2,100,000 m3 ▌Agglomerate paving: 180,000 m2



Value: € 224.317.948

Expansion of Port of Valencia

Characteristics:

Regeneration and extension of Quay 1 by 233 m, frontline container park in sea embankment, construction of protective breakwater, dredging to

fix seabed at depth of -12 to allow for berthing of vessels, container park complex, including access road, infrastructures and control building.

Location: Cape Verde – Santiago Island



Expansion and Modernization of Port of Praia – 2nd phase

Characteristics:

The third set of locks is a new lane of traffic that runs alongside the current locks: they are two enormous and complex works, one in the Atlantic

and the other in the Pacific, each with a length of almost two kilometers. Each new locks complex consist of a set of three chambers or

consecutive levels for vessels to move between sea level and Lake Gatun level.The new lock chambers have 427 metres long, 55 metres wide and

18.3 metres deep and allow the passage of Post-Panamax vessels.

Location: Panama


Value: 3.221.631.384 USD (Sacyr in consortium)

Panama Canal Expansion

Characteristics:

Breakwater, mooring quays, pavements annexed to the quays, embankments for construction of parks and buildings, infrastructures for supply of

water and power to the quays, fire-fighting systems, interior roads, parking, outer arrangements and buildings (main warehouse, workshops for

maintenance and repair) belonging to the Harbor area, as well as the infrastructures necessary for the said buildings.

Location: Cape Verde – Boa Vista

Start / completion date: 2010 / on going


Port of Sal-Rei

Characteristics:

Port infrastructure required for the operation of a conventional open-pit copper mine and a concentrator to produce copper and molybdenum

concentrates.

Port Berth and Causeway Construction: This port envisages the execution of a module offloading facility (MOF), essential to support the

offloading of equipment and building materials at this initial stage of the project, which does not yet have any access by land.

Module Offloading Facility – MOF: The module offloading facility (MOF) will be built using reinforced concrete caissons, which will be pre-

fabricated in Colón and then transported by sea to their deployment site.

MOF protection breakwater: Provisional protection breakwater to protect the MOF from the effects of waves. Access to the MOF will be by the

protection breakwater and landfill for caissons.

Breakwater: Rock-fill breakwater providing access to the berths, to shelter the berth to be built. The breakwater, which extends as a 330 metre

causeway from the coast, will support the coal and concentrate galleries conveyor and provide an access road for maintenance equipment and

personnel.

Commodity berth: The commodity berth will be in an area protected by the breakwater and will provide mooring and berthing capability for

cargo ships up to 10,000 DWT and for 6,000 DWT fuel barges. The berth to be built will be also with a ramp for roll-on/roll-off operations.

Location: Panama

Start / completion date: 2012 / on going

Value: 45.000.000 USD (in consortium: Somague: (50%) /Sacyr (50%))

Port in Panama

Characteristics:

Creation of two berthing lines of the vertical caisson quay type, 430 m and 440 m long, respectively. The quay depth is 14 m, which means it can

receive and handle the largest cruise ships currently sailing. Two areas of 83,000 m2 and 4,350 m2 were also built for the new terminal building

and other passenger services, as well as infrastructure for transport connections to the city, creating an interface between the Port and the city of

Valencia. 16 caissons measuring 54 m by 12 m by 17 m and 184,754 m3 of dredging.

Main quantities:

Rock fills: 1,100,000 ton ▌Concrete in caissons and superstructures: 52,000 m3 ▌Structural steel: 2,413 ton ▌Nº. of caissons (54mx12mx17m): 16

unit.

Location: Spain – Valencia


Value: € 22.387.097 (in consortium: Somague: (12%) /Sacyr (38%) /Cyes (50%))

Valencia Container Terminal

Characteristics:

Design, procurement and construction of all works and structures. Construction of an inland basin, 1250 m long by 250 m wide, dredged to -16.60

m ZP, bordered by 1050 m quay structure to the north and a 1270 m embankment to the south. The construction work will include various

interventions, namely on the quay structures, the basin and the terminal itself.

Designed to receive container ships with a capacity 11 300 TEU, length up to 363 m, beam of 45.6 m and draft up to 15 m and with a stock

stacking area prepared to receive up to six levels of full containers, the TLC will be the first and sole modern container transhipment hub in West

and Central Africa.

Main quantities:

Excavation: 1,350,000 m3 ▌Dredging: 2,005,000 m3 ▌Landfill: 3,355,000 m3 ▌Soil Improvement using vibro-compaction: 530,000 m3 ▌20 cm soil-

cement base course: 525,000 m2 ▌Concrete surfacing for container park and circulation routes, thicknesses varying from 26 to 38 cm: 525,000 m2

▌C28/35 concrete for surfacing: 165,000 m3

Location: Togo - Lomé


Value: € 107.900.000 (Somague: (50%) /Cyes (50%))

Lomé Container Terminal (TCL)

Characteristics:

Docking pier around 322.35 m long, with an operating depth of -8.00 m (chart datum), being a continuous pier of around 271.15 m by 26.6 m wide,

complemented by two separated breasting and mooring dolphins (13.80 m and 12.60 m).

The pier will be equipped with 17 quay fenders with an absorption capacity of 850 kNm, equipped with front panels clad with low-attrition

material, with 10 1000 kN mooring bollards, 9 emergency ladders and 7 metal rings distributed along the pier front. It will also be equipped with

water supply systems for ships, a fire fighting system, an electricity distribution system and lighting, as well as infrastructure for the future

installation of fuel supply systems. The structure will comprise a set of 17 reinforced concrete caissons, of four different types.

Main quantities:

Pre-cast caissons: 17 units ▌Concrete: 14,902.52 m3 ▌Reinforcements: 1,881.9 ton ▌Dredging: 130,000 m3 ▌Rock fill: 66,171 m3 ▌In situ concrete:

50,784 m3 ▌Concrete for superstructure: 15,284.68 m3

Location: Portugal - Madeira, Funchal



Cruise Ship Pier of the Port of Funchal

Rua da Tapada da Quinta de Cima –

Linhó

2714-555 Sintra

Portugal

www.somague.pt

http://www.somague.pt/

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