Leading in offshore foundations Offshore foundations for wind turbines and oil & gas platforms

Content

page

1

Our market position

3

2

Health, safety and environmental policy

5

3

Quality management systems

7

4

Financial stability

9

5

Reference list offshore structures

10

6

Reference list offshore wind turbine foundations

15

7

Our process organization & technical capabilities

18

8

Our qualified workforce

39

9

Powerful cooperations

40

10

Labour regulations and work conditions

41

11

Accessibility

42

12

General contact information

44

2

1 Our market position 1.1

Welcome to Sif Sif is an independent Dutch company, specialised in the manufacturing of tubular structures. Our markets are mainly the offshore wind farm foundations as well as the offshore oil and gas industry. We provide employment for over 200 highly skilled, qualified and motivated employees.

1.2

In-house experience and expertise Our 300kt+ annual production capacity, five production lines, unique process know-how in the rolling of heavy steel plate material and best-in-class submerged arc welding techniques, have put us in a position in which key players in the industry know exactly what we stand for: highest reproducible quality and consistent productivity throughout all kind of projects.

1.3

Impressive track record Our unique processing capabilities are combined with a proven track record in high quality and on-time delivery. That’s why our customers see us as a true high-end co-creator and reliable partner for their projects. We realise the importance of maintaining certifications to all relevant industrial standards, including an effective quality management system certified in accordance with NEN-ISO 9001, including the ISO 3834 requirements for welding.

1.4

Our approach Our way of doing business is focusing on your objectives. You’ll find Sif a hands-on operation, with highly skilled people that is built to last. We invite you to learn more about who we are in this company profile.

3

Our close proximity to the North Sea is your advantage.

• Bremerhaven north sea

Amsterdam •

united kingdom

the netherlands

Maasvlakte 2

Roermond

Antwerp Dunkerque •

Schelde

• Düsseldorf

• Brussel

germany

Rhine

Dillingen

Maas belgium

Moselle

• Le Havre

Dillingen Saar

france

4

Health, safety and 2 environmental policy 2.1

Policy The management of Sif is committed to a policy of responsible care for health, safety and environment (HSE) throughout the company’s activities. With regard to this responsible care, the manufacturing activities are carried out in accordance with recognized national codes, standards and company procedures. The responsible care for health, safety and environment is part of the “permanent education” of the management, staff members and the workers on the factory floor.

2.2

Implementation Sif is implementing a health, safety and environment program to improve the level of awareness concerning health, safety and environment. Our HSE management system is designed and operated in accordance with safety and health standard OHSAS 18001 and environmental standard ISO 14001, and operates under VCA**(2008/5.1)/SCC**(2008/5.1).

5

2.3

HSE policy statement The management of Sif is fully committed to a health, safety and environmental (HSE) policy for the avoidance of physical injury or harm to the health of all employees and of third parties who are within the scope of Sif’s responsibility. This policy also applies to damage to buildings, plant and machinery, materials, other facilities and the environment. Where hazards and risks are unavoidable, the company’s objective is that organisation and appropriate working practices will exclude all unacceptable risks. In compliance with this objective, avoidance of direct hazard or risk in the production process will be of principal importance, followed by mandatory use by employees of appropriate personal protective equipment. The management considers the development of a healthy and safe working environment to be of prime importance to all personnel at all levels throughout Sif. Notwithstanding the management’s responsibility, it is emphasised that all individual employees have direct and personal responsibility for health, safety and environmental matters. It is a requirement of all employees to work in a safe and careful manner, thus avoiding hazard and risk for themselves and for others. For Sif, good housekeeping practices on the shop floor are of principal importance. To ensure that department heads, supervisors and employees have sufficient knowledge and understanding of the Sif health, safety and environmental policy, the management will ensure effective distribution of relevant information and arrange facilities for necessary training with respect to safe and healthy working practices. Roermond, January 2016 Mr. J. Bruggenthijs CEO

6

Quality management 3 systems 3.1

System For many years, Sif has operated a documented quality management system which is certified in accordance with the EN-ISO9001-2000 standard, including the implementation of EN 729-2 quality requirements for welding. Furthermore, Sif is authorized to use the official API 2B monogram on manufactured tubulars for the use in the construction of welded offshore structures and the PED 97/23, DIN 18800-7 ü stamp, the ASME, U, U2 and S stamps for boiler and pressure vessel parts. Sif has an independently operating quality control department to verify the quality of the manufactured products. To meet a specific quality level, manufacturing process control via monitoring and production control documents is essential. In addition, it is important to demonstrate the quality status, to verify conformity with agreed standards and specifications. Sif uses a variety of test procedures for this purpose.

3.2

Control of welding A good weld is produced only after thorough preparation. In mechanized welding, considerable attention is paid to process control for every process and application. Welding parameters are established to ensure optimum welding practice and are laid down in qualified procedures. Preparation for manual welding receives at least as much attention as mechanized welding. Welders and operators receive regular in-house training, focusing on knowledge of materials and explanation of the reasons behind the working instructions. Moreover, much effort is directed to keeping up the manual skills and qualifications of the welders to ensure optimum performance.

7

3.3

Non-destructive testing The range of non-destructive testing methods and techniques available for verification of the integrity of welded components includes: • Radiography • Ultrasonic testing • Surface crack detector

3.4

Destructive testing Testing the metallurgical properties of welded joints and base metals is carried out by independent, recognised laboratories: • MTT Werkstofflabor GmbH, Herne, Germany • University of Gent, Belgium • Bodycote Materials Testing B.V., Emmen, The Netherlands

3.5

Dimensional testing The quality control department has a wide range of measuring tools available, including optical instruments, and applies a disciplined calibration system for this equipment.

3.6

Documentation Quality monitoring is related to recording and documentation of inspection results. Procedures exist to ensure that the flow of data and documentations is effectively controlled.

8

4 Financial stability 4.1

4.2

Company turnover 2007

€ 108,565,026.-

2008

€ 144,391,521.-

2009

€ 234,933,663.-

2010

€ 152,507,391.-

2011

€ 166,115,802,-

2012

€ 164,392,734,-

2013

€ 305,483,575,-

2014

€ 294,066,157,-

Annual report Sif is a private equity owned company. Accounts are published annually.

4.3

Certified audit accountants Ernst & Young Accountants LLP

4.4

Name and address of bank Rabobank Roermond-Echt e.o. P.O. Box 35 6040 AA, Roermond The Netherlands IBAN: NL55 RABO 0123 5630 97

9

Reference list 5 offshore structures

10

Reference list offshore structures

Name client

Project

Country

Year

Description

Johan Sverdrup production platforms

Norway

2016

Piles and leg sections

loi Kvaerner

in production/on order Heerema Fabrication Group

Culzean WHP jacket

UK

2015

Jacket legs and piles

Kvearner Verdal

Johan Sverdrup RP jacket

Norway

2015

Jacket legs and piles

Heerema Fabrication Group

Culzean CPF jacket

UK

2015

Jacket legs, pile sleeves and piles

Heerema Fabrication Group

Culzean ULQ jacket

UK

2015

Jacket legs, pile sleeves and piles

finished HSM

Chevron A-18

Netherlands

2015

Piles

Heerema Marine Contractors

Culzean

UK

2014

Template piles

Heerema Marine Contractors

Johan Sverdrup

Norway

2014

Template piles

Heerema Vlissingen

Marathon Alba

Guinea

2014

Piles

Hollandia

Brighton Tower

UK

2014

Tower sections

Nordic Yards/PM Piping

Dolwin Gamma

Germany

2014

Pilesleeves, legsections

Bluewater

Noviy Port

Russia

2014

Piles

Heerema Vlissingen

Gina Krog

Norway

2014

Piles, pilesleeves, legsections

GDF/PM Piping

Cygnus

UK

2014

Piles

Saipem

Ivar Aasen

Norway

2014

Piles

OGN

Talisman-Montrose

UK

2014

Piles

Dragados Offshore

Mariner

UK

2014

Piles, legsections

Heerema Vlissingen

Dong Hejre

Denmark

2013

Piles, legsections

Premier Oil

Solan Field

UK

2013

Jacket & tank piles

Heerema Vlissingen

Helwin 2

Germany

2013

Pile driven legs

Kvaerner Verdal

Hild, Martin Linge

Norway

2012

Piles, legsections

Kvaerner Verdal

Luno, Edvar Grieg

Norway

2012

Piles, pilesleeves, legsections

Hollandia

Riffgat

Germany

2012

Legs, piles, add-ons

Kvaerner Verdal

Clair Ridge QU

UK

2012

Piles, pilesleeves, legsections

Wilton Engineering

Siri Caissons

Denmark

2011

Tubular, piles

Heerema Vlissingen

Dolwin Alpha

Germany

2011

Legs, piles

11

Reference list offshore structures

Name client

Project

Country

Year

Description

Heerema Vlissingen

Breagh Alpha

UK

2011

Piles, pile sleeves

Heerema Vlissingen

Valemon

Norway

2011

Piles, pilesleeves, legsections

Dragados Offshore

Eldfisk Main

Norway

2011

Piles, pilesleeves, legsections

Dragados Offshore

Eldfisk Bridge

Norway

2011

Piles, pilesleeves, legsections

Dragados Offshore

South Arne East

Denmark

2011

Piles, pilesleeves, legsections,

Dragados Offshore

South Arne North

Denmark

2011

Piles, pilesleeves, legsections

ConocoPhillips

Britannia Compr. M.

UK

2011

Mono column

OGN

Forties Alpha Sat.

UK

2011

Piles, sea-fastening

HMC Leiden

Tamar Field

Israel

2011

Piles

Heerema Hartlepool

York Centrica

UK

2011

Legs, piles

Kvaerner Verdal

Clair Ridge D.P.

UK

2011

Piles, pilesleeves, legsections

Dragados Offshore

Ekofisk 2/4Z

Norway

2011

Piles, pilesleeves, legsections,

Aker Kvaerner

Gudrun

Norway

2010

Piles, pilesleeves, legsections, ringstiffeners

Aker Kvaerner

Ekofisk Bridge

Norway

2010

Piles, pilesleeves, legsections, ringstiffeners

Aker Kvaerner

Ekofisk 2/4L

Norway

2010

Piles, pilesleeves, legsections, ringstiffeners

Aker Kvaerner

Clair Ridge

UK

2010

Docking piles

HMC

BP Angola Block 31

Angola

2009

Pile sections

HSM

Ithaca

UK

2008

Tubulars

Heerema Vlissingen

Nexen Buzzard

Uk

2008

Jacket tubulars and piles

Heerema Zwijndrecht

Valhall Topside

Norway

2008

Tubulars

Aker Kvaerner

Valhall

Norway

2008

Jacket tubulars and piles

SPS

Ettrick field develop

UK

2007

9 Anchor piles

Heerema Vlissingen

Tombua Landana

Angola

2007

Template tubulars, piles

Gulf Island Fabricators

Tombua Landana

Angola

2007

Compliant tower legs + ringstiffeners

Agip KCO

Kashagan

Azerbaijan

2007

Pile-tubulars

Iv-Oil

L9-FA / L9-FB

Netherlands

2006/2007

2 Sets of monopiles + monotowers

Iv-Oil

Caravel/Shamrock

UK

2006/2007

2 Sets of monopiles + monotowers

Hollandia

Newfield Grove

UK

2006

Piles

GDF Production NL

K12-K

Netherlands

2006

Piles

EEW

Halfdan AC / BB

Denmark

2006

Legs, bracings, sleeves, piles

12

Reference list offshore structures

Name client

Project

Country

Year

Description

SLP Engineering

ATP Tors Garrow

UK

2005/2006

Legs, bracings, pilesleeves, piles

Aker Kvaerner Egersund

Kashagan

Azerbaijan

2005/2006

Lifting pins

Keppel Verolme BV

Trent Jacket

UK

2005

Legs and bracings (profiled)

Heerema Zwijndrecht

De Ruyter

Netherlands

2005

Tubulars (profiled)

Heerema Vlissingen

Cavendish

UK

2005

Jacket legs

Grenland

Alvheim

Norway

2005

Machined ring for buoy

APL

Alvheim

Norway

2005

13 Anchor piles

Aker Verdal

Buzzard

UK

2005

Tubulars (flare & bridge)

Shell Expl. & Prod.

Cutter / NAM K17

UK

2004/2005

2 Sets of monopiles + monotowers

Aker Verdal

Buzzard

UK

2004/2005

Legsections, pilesleeves, piles

Gulf Marine Fabricators

Benguela Belize

Angola

2004

Tubulars/piles

BurntIsland Fabricators

Buzzard

UK

2004

Tubulars

BurntIsland Fabricators

AGIP/Bouri-East

Lybia

2004

Tubulars

Agip KCO

Kashagan

Azerbaijan

2004

Pile-tubulars

Aker Verdal

Ekofisk 2/4M

Norway

2003/2004

Legsections, pilesleeves, piles

Stolt Offshore

Sanha DPP

Angola

2003

Pile sections

Dragados Offshore

Sanha DPP/WPA

Angola

2003

Jacket legs

Bladt Industries A/S

Dong Nini/Cecilie

Denmark

2003

Centre columns/sleeves/piles

Aker Verdal

BP Clair

UK

2002/2003/2004

Legsections, pilesleeves, piles

GrootInt bv

Kizomba

Angola

2002

Legsections/cranepedestal

Sable Offshore Energy

Alma Platform

Canada

2002

Piles

H.H.B.

Valhall 2

Canada

2002

Legsections, pilesleeves, piles

Aker Verdal

Grane

Canada

2001/2002/2003

Legsections, pilesleeves, piles

H.H.B.

HalfDan Phase III

Denmark

2001/2002

Legsections, pilesleeves, piles

Aker Verdal

Kvitebjorn

Norway

2001/2002

Legsections, pilesleeves, piles

Aker Verdal

Valhall

Norway

2001/2002

Legsections, pilesleeves, piles

Saipem

Kvitebjorn

Norway

2001

Follower

H.H.B.

Ringhorne

Norway

2001

Legsections, pilesleeves, piles

K.O.G. Methil

Phillips Jade

UK

2000

Legsections, pilesleeves, piles

Bladt Industries A/S

Maersk Halfdan

Denmark

2000

Legsections, pilesleeves, piles

APL

BANFF FSO

UK

2000

8 Anchor piles

Thyssen-Krupp

Tambar

Norway

2000

Tubulars/piles

13

Reference list offshore structures

Name client

Project

Country

Year

Description

K.O.G. Methil

Texaco Captain

UK

1999/2000

Tubulars/piles

Aker Verdal

Huldra

Norge

1999/2000

Legsections, pilesleeves, piles

H.H.B.

Heimdal

Norway

1999/2000

Legsections, pilesleeves, piles

SABLE-Canada

N-Triumph

Canada

1999

Piles

N.G.T

Terra Nova Canada

Canada

1999

Followers

H.B.W.

Terra Nova Canada

Canada

1999

Anchor piles

Aker Verdal

Eldfisk

Norway

1998/1999

Legsections, pilesleeves, piles

Aker Verdal

Oseberg-South

Norway

1998/1999

Legsections, pilesleeves, piles

Aker Verdal

Oseberg Gass

Norway

1998/1999

Legsections, pilesleeves, piles

Saipem

Eldfisk

Norway

1998

Follower

SABLE-Canada

Thebaud

Canada

1998

Piles

SABLE-Canada

N-Triumph

Canada

1998

Piles

GROOTINT.

Kittiwake Store Fac.

UK

1998

Piles

APL

Pierce Field

UK

1998

Anchor piles

K.O.G. Norway

SIRI Field

Denmark

1997/1998

Jack-up legs

H.H.B.

Shearwater

UK

1997/1998

Legsections, pilesleeves, piles

Aker Verdal

Esso - Jotun

UK

1997/1998

Legsections, pilesleeves, piles

K.O.G. Methil

Shell Galleon

UK

1997

Piles

Aker Verdal

Oseberg East

Norway

1996/1998

Legsections, pilesleeves, piles

BOL

Britannia

UK

1996/1997

Piles

Aker Verdal

Ekofisk 2/4J

Norway

1996

Piles

Aker Verdal

Ekofisk 2/4J

Norway

1996

Buoyancy tanks

Aker Verdal

Ekofisk 2/4J

Norway

1996

Tubulars

Aker Verdal

Ekofisk 2/4X

Norway

1996

Piles

Dragados

Britannia

UK

1995/1996

Tubulars

14

Reference list offshore wind turbine 6 foundations

15

Reference list offshore wind turbine foundations

Name client

Project

Country

Year

Description

No.

Diameter

in production/on order Seaway Heavy Lifting

Beatrice

UK

2016

Pin piles

136

2.2 mtr

Eon UK

Rampion

UK

2015

MP/TP foundations

116

5.75 - 6.5 mtr

Geosea

Galloper

UK

2015

MP/TP foundations

54

7.5 mtr

Statoil-Statkraft

Dudgeon

UK

2014

MP/TP foundations

67

7.0 - 7.4 mtr

Netherlands

2015

Monopiles

48

5.0 mtr

finished Ballast Nedam

Westermeerwind

Geosea

Kentish Flats Extension

UK

2015

Monopiles

15

5.0 mtr

Van Oord

Gemini

Netherlands

2014/2015

Transition pieces

150

5.7 mtr

Van Oord

Gemini

Netherlands

2014/2015

Monopiles

75

7.0 mtr

Van Oord

Luchterduinen

Netherlands

2013/2014

Monopiles

43

5.0 mtr

Northwind

Northwind OWF

Netherlands

2013

Monopiles

73

5.2 mtr

E.ON

Humber Gateway

UK

2013/2014

Transition pieces

57

5.0 mtr

E.ON

Humber Gateway

UK

2013/2014

Monopiles

57

4.8 mtr

Bladt Industries

Anholt

Denmark

2012

Monopiles

24

5.4 mtr

Ambau

Meerwind

Germany

2012

Monopiles

30

5.5 mtr

Van Oord

Teesside off shore windfarm

UK

2011/2012

Transition pieces

27

5.0 mtr

Van Oord

Teesside off shore windfarm

UK

2011/2012

Monopiles

27

4.6 mtr

EON

Amrum Bank

Germany

2012/2013

Transition pieces

80

5.4 mtr

EON

Amrum Bank

Germany

2012/2013

Monopiles

80

6.0 mtr

ABJV

Dan Tysk

Germany

2012

Transition pieces

80

6.3 mtr

ABJV

Dan Tysk

Germany

2012

Monopiles

80

6.0 mtr

MTHojgaard

Lincs

UK

2010/2011

Transition pieces

75

5.0 mtr

MTHojgaard

Lincs

UK

2010/2011

Monopiles

75

4.7 mtr

MTHojgaard

Sheringham Shoal

UK

2009/2010

Transition pieces

88

5.0 mtr

MTHojgaard

Sheringham Shoal

UK

2009/2010

Monopiles

90

4.8 mtr

Vattenvall

Thanet

UK

2008/2009

Transition pieces

100

4.4 mtr

Vattenfall

Thanet

UK

2008/2009

Monopiles

100

4.1 mtr

CSC GmbH

BARD Offshore 1

Germany

2008

Piles

240

3.4 mtr

CSC GmbH

BARD Offshore 1

Germany

2008/2009

Transitions incl. pins

80

5.0 mtr

AKER - OWT

Côte d’Albâtre

France

2008

Piles

21

2.5 mtr

16

Reference list offshore wind turbine foundations

Name client

Project

Country

Year

Description

No.

Diameter

AKER - OWT

Côte d’Albâtre

France

2008

Main column & braces for tripod structures

7 sets

4.5 mtr

MTHojgaard a/s

Gunfleet Sands I

UK

2008

Transition pieces

30

5.0 mtr

MTHojgaard a/s

Gunfleet Sands I

UK

2008

Monopiles

30

4.7 mtr

MTHojgaard a/s

Rhyl Flats

UK

2008

Transition pieces

25

5.0 mtr

MTHojgaard a/s

Rhyl Flats

UK

2008

Monopiles

25

4.8 mtr

MTHojgaard a/s

Robin Rigg

UK

2007

Transition pieces

60

4.6 mtr

MTHojgaard a/s

Robin Rigg

UK

2007

Monopiles

60

4.3 mtr

BARD Engineering

BARD I Test park

Germany

2007

Turmshafts

2

5.5 mtr

MTHojgaard a/s

Lynn & Inner Dowsing

UK

2007

Transition pieces

54

5.1 mtr

MTHojgaard a/s

Lynn & Inner Dowsing

UK

2007

Monopiles

54

4.8 mtr

Smulders Projects

Q7 Project

Netherlands

2007

Transition (hv)

1

4.2 mtr

Smulders Projects

Q7 Project

Netherlands

2007

Monopile (hv)

1

4.0 mtr

Smulders Projects

Q7 Project

Netherlands

2006

Transition pieces

60

4.2 mtr

Smulders Projects

Q7 Project

Netherlands

2006

Monopiles

60

4.0 mtr

BurntIsland Ltd

Beatrice Project

UK

2006

Piles

8

1.9 mtr

Burntisland Ltd

Beatrice Project

UK

2006

Central pipe, legs, pile sleeves

2 sets

5.5 mtr

MTHojgaard a/s

Burbo Project

UK

2006

Transition pieces

25

5.0 mtr

MTHojgaard a/s

Burbo Project

UK

2006

Monopiles

25

4.7 mtr

SLP Engineering

Race Bank Project

UK

2005

Met mast monopile

1

1.9 mtr

SLP Engineering

Docking Shoal Project

UK

2005

Met mast monopile

1

1.4 mtr

Vestas KBR

Barrow

UK

2005

Transition pieces

30

5.1 mtr

Vestas KBR

Barrow

UK

2005

Monopiles

30

4.8 mtr

MTHojgaard a/s

Kentish Flat Project

UK

2004

Transition pieces

30

4.6 mtr

MTHojgaard a/s

Kentish Flat Project

UK

2004

Monopiles

30

4.3 mtr

GE Wind Energy

Arklow Windfarm

Ireland

2003

Transition pieces

7

5.4 mtr

GE Wind Energy

Arklow Windfarm

Ireland

2003

Monopiles

7

5.1 mtr

Vestas/Smulders

North Hoyle Project

UK

2003

Transition pieces

30

4.2 mtr

Vestas/Smulders

North Hoyle Project

UK

2003

Monopiles

30

4.0 mtr

MTHojgaard a/s

Horns Rev, Esbjerg

Denmark

2002

Transition pieces

80

4.3 mtr

MTHojgaard a/s

Horns Rev, Esbjerg

Denmark

2002

Monopiles

80

4.0 mtr

17

Our process organization 7 & technical capabilities

18

12

8

7.1 a

7

6

5

4

3

2

1

9

10

11

Dimensions of principle buildings and storage areas site roermond, 2016 Bay no.

Length (mtr)

Width (mtr)

Height clear (mtr)

1

161

20

9

2

119,6

20

11

3

161

20

11

4

133,4

20

13

5

133,4

20

14

6

133,4

20

13

7

175

25

10

8

167

25

10

9

120

35

20

10

120

35

20

11

60

16

9

12

106

25

12

Storage

Length (mtr)

Width (mtr)

Storage of plate material Bay 6 (under cover)

30

13

Storage of plate material Bay 9 (under cover)

20

35

Storage of plate material Bay 9 (outside)

16

10

Storage of plate material Bay 12 (outside)

30

25

19

1

b

2

site maasvlakte 2, 2017 Bay no.

Length (mtr)

Width (mtr)

Height clear (mtr)

1

486

45

30

2

54

33

28

Storage

Length (mtr)

Width (mtr)

Storage phase 1

625

210

Storage phase 2

625

440

20

7.2

Production layout 2016 site roermond

2015

Harbour

12

8

7

6

5

4

3

2

1

9

10

11

pile production line 1 pile production line 2 monopile production line 1

21

sjaak 1

nick 1

leo

toon 3 isaac 2

wil 2 patrick 1

maan 3 nick 2

daan 2

bas

maan 1

maan 2

jan 1

lodewijk 1

job

daan 1

ada

paul 1 & 2

Stiffeners & attachments

peter

toon 2

theo 1, 2 & 3

nick 3

sjra 1 & 2

rene

toon 1

henny 2

Storage area Plate material

titan lot

wil 3

5 sjaak 2

6

4 12

mat

Storage area Plate material

11 10 9 1 2 7

3 8 isaac 1

Machinery layout 2016 7.3

site roermond

Harbour

rolling inside longitudinal welding cutting outside longitudinal welding inside circumferential welding outside circumferential welding

22

7.4

Redevelopment phase 1 - Production layout 2016 site roermond

site maasvlakte 2

fase 1

Harbour

12

8

7

6

5

4

3

2

1

9

10

11

pile production line 1 pile production line 2 monopile production line 1 monopile production line 2

Harbour

23

Redevelopment phase 1 - Machinery layout 2016 7.5

mat

Storage area Plate material

daan 3

sjaak 1

nick 1

leo

maan 4

toon 3 isaac 2

wil 2 patrick 1

maan 3 nick 2

daan 2

bas

maan 1

maan 2

jan 1

lodewijk 1

job

daan 1

ada

paul 1 & 2

Stiffeners & attachments

peter

toon 2

theo 1, 2 & 3

nick 3

sjra 1 & 2

rene

toon 1

henny 2

Storage area Plate material

titan lot

wil 3

5 sjaak 2

6

4 12

site maasvlakte 2 site roermond

nick 5

rolling inside longitudinal welding cutting outside longitudinal welding inside circumferential welding outside circumferential welding

11 10 9 1 2 7

3 8 isaac 1

monopile production line 2

Harbour

Harbour

nick 4

Harbour

24

7.6

Redevelopment phase 2 - Production layout 2017 site roermond

site maasvlakte 2

fase 2

Harbour

shipment

12

8

7

6

5

4

3

2

1

9

10

11

pile production line 1 pile production line 2 monopile production line 1 monopile production line 2

Harbour

25

Redevelopment phase 2 - Machinery layout 2017 7.7

site maasvlakte 2 site roermond

daan 3

daan 2

sjaak 1 patrick 1

leo

wil 2

bas

maan 4

toon 3

maan 3

isaac 2

maan 1

maan 2

jan 1

lodewijk 1

job

daan 1

ada

paul 1 & 2

Stiffeners & attachments

peter

toon 2

nick 3

sjra 1 & 2

theo 1, 2 & 3

toon 1

rene

wil 3

henny 2

sjaak 2

5 Storage area Plate material

lot

titan

shipment

mat

Storage area Plate material

6

4 12

nick 5

nick 2

rolling inside longitudinal welding cutting outside longitudinal welding inside circumferential welding outside circumferential welding

11 10 9 1 2 7

3 8 isaac 1

monopile production line 2

Harbour

Harbour

nick 4

nick 1

Harbour

26

7.8

Redevelopment phase 3 - Production layout 2017 site roermond

site maasvlakte 2

fase 3

Harbour

shipment

12

8

7

6

5

4

3

2

1

9

10

11

pile production line 1 pile production line 2 monopile production line 1 monopile production line 2

Harbour

27

Redevelopment phase 3 - Machinery layout 2017 7.9

site maasvlakte 2 site roermond

daan 3

daan 2

sjaak 1 patrick 1 sjaak 3 patrick 2

leo

wil 2

wil 1

bas

maan 4

toon 4

toon 3

maan 3

isaac 2

isaac 3

maan 1

maan 2

jan 1

lodewijk 1

job

daan 1

ada

paul 1 & 2

Stiffeners & attachments

peter

toon 2

nick 3

sjra 1 & 2

theo 1, 2 & 3

toon 1

rene

wil 3

henny 2

sjaak 2

5 Storage area Plate material

lot

titan

shipment

mat

Storage area Plate material

6

4 12

nick 5

nick 2

rolling inside longitudinal welding cutting outside longitudinal welding inside circumferential welding outside circumferential welding

11 10 9 1 2 7

3 8 isaac 1

monopile production line 2

Harbour

Harbour

nick 4

nick 1

Harbour

28

- lijn 1 2015 - lijn 1

12

8

7

6

5

4

3

2

1

9

10

11

7

6

Material storage bay 6

7.10

Production line 1: bay no. 7, 8 & 2 12

8

5

4

3

2

1

9

10

site roermond, 2016 “Pretreated” material Rough material milling MAT directly to roller TITAN Material storage bay 6 Rolling TITAN Rough material Inside longitudinal welding SJRA 1 or 2 milling MAT

“Pretreated” material directly to roller TITAN

Weldseam milling TOON 2 Rolling TITAN Outside longitudinal welding PAUL 1 or 2 Inside longitudinal welding SJRA 1 or 2 Assembly & inside circumferential welding THEO 1, 2 or 3 Weldseam milling TOON 2 Milling circumferential weldseam RENE Outside longitudinal welding PAUL 1 or 2 Outside circumferential welding HENNY 2 Assembly & inside circumferential welding THEO 1, 2 or 3 Welding Weldbeads LOT Milling circumferential weldseam RENE Assembly & welding LEO Outside circumferential welding HENNY 2 Transport to Bay 2 Welding Weldbeads LOT Assembly & inside circumferential welding JOB Assembly & welding LEO Milling circumferential weldseam BAS Transport to Bay 2 Outside circumferential welding HENNY 2 Assembly & inside circumferential welding JOB Transport Milling circumferential weldseam BAS Outside circumferential welding HENNY 2 Transport

29

11

- lijn 2 2015 - lijn 2 Material storage bay 12

7.11

12

8

7

6

5

4

3

2

1

9

10

11

7

6

Material storage bay 6

Production line 2 & 3: bay no. 4, 5, 6 & 12

“Pretreated” material directly to roller SJAAK site roermond,“Rough” 2016 material milling ADA Rolling SJAAK 2

Material storage bay 12

12

8

5

4

3

2

1

9

10

“Pretreated” material directly to roller JAN Material storage bay 6

Inside longitudinal welding WIL 3 “Pretreated” material directly Rolling JAN to roller SJAAK “Rough” material Weldseam milling TOON 1 milling ADA Rolling SJAAK 2 Outside longitudinal welding ISAAC 1

“Pretreated” material directly to roller JAN

Inside longitudinal welding WIL 3 Rolling JAN Transport to Bay 4

Weldseam milling TOON 1 Transport to Bay 5

Outside longitudinal welding ISAAC 1 Assembly & inside circumferential Assembly & inside circumferential welding NICK 3 welding LODEWIJK 1 Milling circumferential weldseam Transport to Milling Bay 4 circumferential weldseam Transport to Bay 5 MAAN 2 MAAN 1 Assembly & inside circumferential Assembly & inside circumferential Outside circumferential weldseam welding NICK Outside 3 circumferential weldseamwelding LODEWIJK 1 DAAN 1 PETER Transport

Milling circumferential weldseam Transport MAAN 2

Milling circumferential weldseam MAAN 1

Outside circumferential weldseam DAAN 1

Outside circumferential weldseam PETER

Transport

Transport

30

11

- lijn 3 2015 - lijn 3

12

8

7

6

5

4

3

2

1

9

10

11

7

6

Material storage bay 10

7.12

Production line 4: bay no. 9 & 10

“Pretreated” material directly to roller SJAAK 1

a

12

8

5

4

3

2

1

9

10

site roermond, 2016 Inside longitudinal welding WIL 2 Weldseam milling TOON 3

Material storage bay 10

“Pretreated” material directly to roller SJAAK 1 Outside longitudinal welding ISAAC 2

Outside longitudinal welding welding WIL 2 Inside longitudinal PATRICK 1 Weldseam milling TOON 3

Assembly & inside circumferential welding NICK 1 or 2 Outside longitudinal welding Milling circumferential weldseam MAAN 3 ISAAC 2

Outside longitudinal welding PATRICK 1

Outside circumferential welding DAAN 2 Assembly & inside circumferential welding NICK 1 or 2 Transport Milling circumferential weldseam MAAN 3 Outside circumferential welding DAAN 2 Transport

31

11

2017 - lijn 3 2017 - lijn 3

12

8

7

6

5

4

3

2

1

9

10

11

8 7 6 5 4material 3 2 1directly 9 10 “Pretreated” to roller SJAAK 3

11

Material storage bay 10

7.14 b

Production line 4 & 5: bay no. 9 & 10 & Maasvlakte 2 “Pretreated” material directly to roller SJAAK 1

12

sites roermond/maasvlakte 2, 2017

Inside longitudinal welding WIL 2 Inside longitudinal welding WIL 1 Material storage bay 10 Weldseam milling TOON 3 “Pretreated” material directly to roller SJAAK 1 Outside longitudinal welding ISAAC 2 or PATRICK 1 Inside longitudinal welding WIL 2

Weldseam milling TOON 4 “Pretreated” material directly to roller SJAAK 3 Outside longitudinal welding ISAAC 3 or PATRICK 2 Inside longitudinal welding WIL 1

Shipment to Sif Maasvlakte 2 Weldseam milling TOON 3 Weldseam milling TOON 4 Outside&longitudinal welding Assembly inside circumferential ISAAC 2 or PATRICK 1 welding NICK 1 or 2

Outside&longitudinal welding Assembly inside circumferential ISAAC 3 or PATRICK 2 welding NICK 4 or 5

Shipment to Sif Maasvlakte 2 Milling circumferential weldseam Milling circumferential weldseam MAAN 3 MAAN 4 Assembly & inside circumferential Outside circumferential welding welding NICK 1 or 2 DAAN 2

Assembly & inside circumferential Outside circumferential welding welding NICK 4 or 5 DAAN 3

Milling circumferential weldseam Milling circumferential weldseam Transport MAAN 3 MAAN 4 Outside circumferential welding DAAN 2

Outside circumferential welding DAAN 3 Transport

32

11

10

9

7.15 a

1

2

3

4

5

6

7

8

12

Crane capacity inside buildings site roermond Crane

Type

No.

Capacity (ton)

Hook height (mtr)

Bay no. 1

Overhead

4

10

7

Bay no. 2

Overhead

7

80

9

Bay no. 3

Overhead Overhead Overhead

1 2 2

16 20 64

9 9 9

Bay no. 4

Overhead Overhead

1 3

64 80

10 * 10 *

Bay no. 5

Overhead

5

80

12 *

Bay no. 6

Overhead Overhead

3 1

32 64

10 10

Bay no. 7

Overhead Overhead

1 3

16 32

7 7

Bay no. 8

Overhead Overhead

2 1

64 32

7 7

Bay no. 9

Overhead

5

200

16 **

Bay no. 10

Overhead Overhead

4 1

80 50

16 16

Bay no. 11

Overhead

1

10

7

Bay no. 12

Overhead

3

50

8

Bay no. 14

Overhead Overhead

2 1

10 40

* Lifting capacity for shipment: 720 ton ** Lifting capacity for shipment: 940 ton With aid of roll-off method: 1.400 ton

33

1

b

2

site maasvlakte 2 Crane

Type

No.

Capacity (ton)

Hook height (mtr)

Bay 1

Overhead

4

250

20

Bay 2

Overhead

1

80

20

34

7.16

Crane capacity outside buildings site roermond Crane Storage

Type

No.

Capacity (ton)

Hook height (mtr)

Gantry 1

1

50

9

35

7.17 a

Facilities construction sites site roermond Official port name

Willem Alexander Haven

Access to yard

Mijnheerkensweg – Roermond

Profile quay section at load-out point

Sheet piling

Inter link between quay and barge

Steel wire rope

Water depth in front of quay

3,8 mtr

Quay top to river bottom

8,0 mtr

Mooring facilities on quay: Type

Bollards

Maximum

12

Pull force

10 ton

Max. dimensions for barge handling along quay: Width/length

14/17 mtr

Number of barges on yard at one time

Max. 4

Loading/unloading

With overhead cranes

36

b

site maasvlakte 2 Official port name

Prinses Arianehaven and Prinses Margriethaven

Access to yard

Europaweg, Maasvlakte 2 Rotterdam

Deepsea quay Direct acces to the North Sea Dedicated heavy lift quay length

400 mtr

Available 24/7 Terminal storage area

400.000 m2

SPMT’s on site Allowed ground bearing pressure quay

10 ton/m2

Water depth in front of quay

NAP -23 mtr

Nautical water depth in front of quay

NGD NAP 16,5 mtr

Ground level

NAP +5,1 mtr

Berth for installation vessels and jack-up facilities with a draught up to 16,5 mtr and jack-ups up to 8 mtr from the quay side Loading/unloading

With crawler cranes, if required

Harbour basin Length

108 mtr

Width

28,5 mtr

Depth

NGD 6,1 mtr

Max. dimension barge

22,8 x 90 mtr

Mechanical production Total production area

25.000 m2

Overhead lifting capacity

4 x 250 ton

Lifting height

23 mtr

Surface treatment Shot blasting/painting hall

122 x 90 x 14,5 mtr

Climate control

up to 40°C

Specially designed rotating equipment Environment approved suction

37

7.18

Facilities storage/load-out site hoboken, belgium (smulders facility) Crane capacity Type

Capacity (ton)

Hook height (mtr)

Span (mtr)

Arm length (mtr)

Gantry crane M10

650

74,2

125

Tower crane M2

240

43

50

Tower crane M6

240

50

50

Covered area 60.000 m3

Harbour basin Length Width Depth

59 mtr, of which 47 mtr within reach of gantry crane 40 mtr 2-8 mtr, tidal NAP

Dock Length Width Depth

485 mtr, dividable into 2 sections 65 mtr 12,2 mtr

Mechanical production Total production area

24.320 m2, spread over two production halls: Titan hall: 240 x 40 x 20 (lxbxh) mtr Albert hall: 320 x 46 x 36 (lxbxh) mtr Overhead lifting capacity 4 x 50 ton + 2 x 16 ton Lifting height 17 mtr Roof opening in 12 sections, giving access to gantry crane with 450 ton lifting capacity Surface treatment Shot blasting/painting cabin Inside lifting capacity Climate control Specially designed rotating equipment Environmentally approved suction

36 x 8 x 8 mtr, expandable in sections up to 72 mtr in length 200-450 ton Up to 40°C

38

8 Our qualified workforce 8.1

Salaried personnel • Managerial/commercial/financial/administration • Procurement • Engineering • Field supervision • Quality assurance • Production planning Total: 48

8.2

Hourly paid direct labour • Welder 6G • Other welders SMAW • Operators SAW • Platers/structural • Caulkers/chipper (incl. burners) • Crane drivers/internal transport • Mechanical fitters • Helpers/craft assistants • Electricians • Plumbers • Shot blasters/painters • Quality control • Others: machine operators • Stores Total: 153

8.3

Flex workers • 50 till 255

39

9 Powerful cooperations Plate material Dillinger Hütte

Germany & France

Voestalpine AG

Austria

Salzgitter AG

Germany

NSSMC

Japan

Posco

Korea

Weld consumables ESAB

The Netherlands

Smitweld

The Netherlands

Oerlikon

The Netherlands

NDT P.T.S.

United Kingdom

Vincotte

The Netherlands

RTD

The Netherlands

Secundary steel & outfitting Smulders Projects

Belgium

Transport Rederij De Jong

The Netherlands

Boomsma Shipping bv

The Netherlands

Floating Cranes Bonn & Mees

The Netherlands

40

Labour regulations 10 and work conditions 10.1

Labour agreements There are no local agreements. There have been no strikes since company foundation.

10.2

Working arrangements Normal working hours office personnel: • 40 hours per week, 5 days • partly from 07.30 till 16.30 • partly from 08.00 till 17.00 Working hours factory personnel 2 shifts: 40 hours per week, 5 days • shift 1: from 07.30 till 16.15 • shift 2: from 16.15 till 01.00 3 shifts: 40 hours per week, 5 days • shift 1: from 06.00 till 14.30 • shift 2: from 14.00 till 22.30 • shift 3: from 22.00 till 06.30 Weekend shifts can be arranged when necessary on short notice. Annual holidays: 25

41

11 Accessibility 11.1

Head office, Roermond Time table to international airports by car From Roermond to Amsterdam Airport Schiphol

2,5 hours

From Roermond to Rotterdam The Hague Airport

2 hours

From Roermond to Brussels Airport

1,5 hours

From Roermond to Düsseldorf Airport

1 hour

From Roermond to Eindhoven Airport

45 minutes

From Roermond to Maastricht Aachen Airport

45 minutes

Time table to international airports by train From Roermond to Amsterdam Airport Schiphol

2,5 hours

From Roermond to Brussels Airport

2 hours

From Roermond to Düsseldorf Airport

1 hour

Distance to main motorways Sif is situated approx. 5 km from main motorways to Eindhoven/Amsterdam, Maastricht/Brussels and Venlo/Düsseldorf. Railway station Roermond Central Station is approx. 5 minutes by car from our company.

42

11.2

Site Maasvlakte 2 Time table to international airports by car From Maasvlakte 2 to Amsterdam Airport Schiphol

1 hour

From Maasvlakte 2 to Rotterdam The Hague Airport

40 minutes

From Maasvlakte 2 to Brussels Airport

2 hours

From Maasvlakte 2 to Düsseldorf Airport

2,5 hours

From Maasvlakte 2 to Eindhoven Airport

1,5 hours

From Maasvlakte 2 to Maastricht Aachen Airport

2 hours 15 minutes

Time table to international airports by public transport From Maasvlakte 2 to Amsterdam Airport Schiphol

2 hours

From Maasvlakte 2 to Rotterdam The Hague Airport

1,5 hours

From Maasvlakte 2 to Brussels Airport

3,5 hours

From Maasvlakte 2 to Düsseldorf Airport

4,5 hours

Distance to main motorways Sif Maasvlakte 2 is located directly at Europaweg/N15, which continues into A15 EuropoortRotterdam. The A15 connects to main motorways to Rotterdam/Amsterdam, Rotterdam/ Antwerp and Rotterdam/Nijmegen. Railway station Closest railway station in Hoek of Holland is approx. 30 minutes with public transport. Rotterdam Central Station ia approx. 40 minutes by car.

43

General 12 contact information 1.1

Company name

Sif Netherlands bv

Location

Industrial park Willem Alexander

Industrial area code

1379

Office address

Mijnheerkensweg 33, 6041 TA, Roermond

Postal address

P.O. Box 522, 6040 AM, Roermond

Country

The Netherlands

Telephone number

+31 475 385 777

Fax number

+31 475 318 742

E-mail address

[email protected]

Website

www.sif-group.com

Country of registration

The Netherlands

Registration office

Chamber of Commerce Roermond

Registration number

130 27 369

VAT-number

NL802807458B01

Contact for inquiries Mr. J. Bruggenthijs CEO E-mail: [email protected] Mr. M. Kurstjens CCO E-mail: [email protected] Mr. R. Jongen Commercial Manager Offshore Wind E-mail: [email protected] Mr. P. Welters Commercial Manager Oil & Gas E-mail: [email protected]

44

Disclaimer Unauthorized or improper use of the document or its contents can result in a breach of intellectual property rights, regulations in respect of privacy, publication and/or communication in the broadest sense of the word. You are responsible for all content you duplicate from this document. It is forbidden to publish or distribute copyrighted works or other information presented in this document without explicit approval from Sif. We cannot guarantee that the published information is suitable for the purpose for which you have consulted it. All information is offered in a state where they stand and without any (implicit) guarantee or warranty concerning the accuracy, fitness for a particular purpose or otherwise. Despite the continuous care and attention we devote to the content of this document, it is possible that the information published here is incomplete or incorrect. Information and related materials are subject to change without notice. Sif cannot be held liable for the consequences of such changes to or terminations of this document. © Sif Netherlands bv 06.2016

sif-group.com

Leading in offshore foundations