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Offshore foundations for wind turbines and oil & gas platforms

Leading in offshore foundations

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Our market position

Health, safety and environmental policy

Quality management systems

Financial stability

Reference list offshore structures

Reference list offshore wind turbine foundations

Our process organization & technical capabilities

Our qualifi ed workforce

Powerful cooperations

Labour regulations and work conditions

Accessibility

General contact information

page

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Content

2

1.1

1.2

1.3

1.4

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, qualifi ed and motivated employees.

In-house experience and expertise

Our 300kt+ annual production capacity, fi ve 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.

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 certifi cations to all relevant

industrial standards, including an effective quality management system certifi ed in accordance

with NEN-ISO 9001, including the ISO 3834 requirements for welding.

Our approach

Our way of doing business is focusing on your objectives. You’ll fi nd 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 profi le.

1 Our market position

3

• Bremerhaven

Amsterdam •

Dunkerque •

• Le Havre

• Brussel• Düsseldorf

Rhine

Moselle

Maas

Schelde

Saar

RoermondAntwerp

Maasvlakte 2

the netherlandsunited kingdom

france

belgium

germany

north sea

Dillingen

Dillingen

Our close proximity to the North Sea is your advantage.

4

2.1

2.2

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 fl oor.

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).

2Health, safety andenvironmental policy

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 fl oor are of principal importance.

To ensure that department heads, supervisors and employees have suffi cient 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

3.1

3.2

System

For many years, Sif has operated a documented quality management system which is

certifi ed 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 offi cial

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 specifi c 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 specifi cations. Sif uses a variety of test procedures for this purpose.

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 qualifi ed 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 qualifi cations of the welders to ensure optimum

performance.

3Quality managementsystems

7

3.3

3.4

3.5

3.6

Non-destructive testing

The range of non-destructive testing methods and techniques available for verifi cation of

the integrity of welded components includes:

• Radiography

• Ultrasonic testing

• Surface crack detector

Destructive testing

Testing the metallurgical properties of welded joints and base metals is carried out by

independent, recognised laboratories:

• MTT Werkstoffl abor GmbH, Herne, Germany

• University of Gent, Belgium

• Bodycote Materials Testing B.V., Emmen, The Netherlands

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.

Documentation

Quality monitoring is related to recording and documentation of inspection results. Procedures

exist to ensure that the fl ow of data and documentations is effectively controlled.

8

4.1

4.2

4.3

4.4

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.

Certifi ed audit accountants

Ernst & Young Accountants LLP

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

4 Financial stability

9

5Reference listoffshore structures

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Name client Project Country Year Description

loiKvaerner Johan Sverdrup

production platforms

Norway 2016 Piles and leg sections

in production/on orderHeerema 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

fi nishedHSM 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

Heerema Vlissingen Breagh Alpha UK 2011 Piles, pile sleeves

Heerema Vlissingen Valemon Norway 2011 Piles, pilesleeves, legsections

Dragados Offshore Eldfi sk Main Norway 2011 Piles, pilesleeves, legsections

Dragados Offshore Eldfi sk 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 Ekofi sk 2/4Z Norway 2011 Piles, pilesleeves, legsections,

Aker Kvaerner Gudrun Norway 2010 Piles, pilesleeves, legsections,

ringstiffeners

Aker Kvaerner Ekofi sk Bridge Norway 2010 Piles, pilesleeves, legsections,

ringstiffeners

Aker Kvaerner Ekofi sk 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 fi eld 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 Newfi eld Grove UK 2006 Piles

GDF Production NL K12-K Netherlands 2006 Piles

EEW Halfdan AC / BB Denmark 2006 Legs, bracings, sleeves, piles



12



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 (profi led)

Heerema Zwijndrecht De Ruyter Netherlands 2005 Tubulars (profi led)

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 (fl are & 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 Ekofi sk 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



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 Eldfi sk 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 Eldfi sk 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 Ekofi sk 2/4J Norway 1996 Piles

Aker Verdal Ekofi sk 2/4J Norway 1996 Buoyancy tanks

Aker Verdal Ekofi sk 2/4J Norway 1996 Tubulars

Aker Verdal Ekofi sk 2/4X Norway 1996 Piles

Dragados Britannia UK 1995/1996 Tubulars

14

6


15

Name client Project Country Year Description No. Diameter

in production/on orderSeaway 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

fi nishedBallast Nedam Westermeerwind Netherlands 2015 Monopiles 48 5.0 mtr

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

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 Gunfl eet Sands I UK 2008 Transition pieces 30 5.0 mtr

MTHojgaard a/s Gunfl eet 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

7Our process organization& technical capabilities

18

7.1

a

Dimensions of principle buildings and storage areas

site roermond, 2016

8 7 6 5 4 3 2 1 9 10 1112

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

b

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

1 2

20

7.2 Production layout 2016

site roermond

12 8

rolling

inside longitudinal welding

cutting

outside longitudinal welding

inside circumferential welding

outside circumferential welding

7 6 5 4 3 112 1 9 10

12 8 7 6 5 4 3 112 1 9 10

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

Harbour

Storage areaP

late material

Storage areaP

late material Stiffen

ers & attach

men

ts

Harbour2015

sjaa

k 2

titan

jan

1

sjaa

k 1

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21

7.3 Machinery layout 2016

site roermond

12 8

rolling


cutting




7 6 5 4 3 112 1 9 10

12 8 7 6 5 4 3 112 1 9 10


Harbour

Storage areaP

late material

Storage areaP


ers & attach

men

ts

Harbour2015

sjaa

k 2

titan

jan

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22

7.4 Redevelopment phase 1 - Production layout 2016

site roermond site maasvlakte 2

Harbour

12 8

rolling


cutting




7 6 5 4 3 112 1 9 10

12 8 7 6 5 4 3 112 1 9 10

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

Harbour

Harbour

Storage areaP

late material

Storage areaP


ers & attach

men

ts

Harbourfase 1

sjaa

k 2

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1a

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23

7.5 Redevelopment phase 1 - Machinery layout 2016


Harbour

12 8

rolling


cutting




7 6 5 4 3 112 1 9 10

12 8 7 6 5 4 3 112 1 9 10

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

Harbour

Harbour

Storage areaP

late material

Storage areaP


ers & attach

men

ts

Harbourfase 1

sjaa

k 2

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1a

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1 & 2

wil 3

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24



monopile production line 2

12 8

rolling

shipm

ent

shipm

ent


cutting




7 6 5 4 3 112 1 9 10

12 8 7 6 5 4 3 112 1 9 10


Harbour

Harbour

Harbour

Storage area

Plate m

aterial

Storage area

Plate m

aterial Stiffen

ers & attach

men

ts

Harbourfase 2

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25




12 8

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shipm

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shipm

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7 6 5 4 3 112 1 9 10

12 8 7 6 5 4 3 112 1 9 10


Harbour

Harbour

Harbour

Storage areaP

late material

Storage areaP


ers & attach

men

ts

Harbourfase 2

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isaa

c 2pa

trick

1

too

n 3

26



12 8

rolling

shipm

ent

shipm

ent


cutting




7 6 5 4 3 112 1 9 10

12 8 7 6 5 4 3 112 1 9 10


Harbour

Harbour

Storage area

Plate m

aterial

Storage area

Plate m

aterial Stiffen

ers & attach

men

ts

Harbour

Harbour

fase 3


sjaa

k 2

titan

jan

1a

da

sjra

1 & 2

wil 3

lot

too

n 1

isa

ac

1

pau

l 1 & 2

ren

e

too

n 2

ma

an

1

ma

an

2

ma

an

4

ba

s

theo

1, 2 & 3

lod

ewijk

1 nick

3

job

hen

ny 2

peter

da

an

1

da

an

3

ma

an

3

nick

4

nick

1

nick

5

nick

2d

aa

n 2

leo

ma

t

sjaa

k 1

wil 2

isaa

c 2pa

trick

1

too

n 3

sjaa

k 3

wil 1

isaa

c 3pa

trick

2

too

n 4

27



12 8

rolling

shipm

ent

shipm

ent


cutting




7 6 5 4 3 112 1 9 10

12 8 7 6 5 4 3 112 1 9 10


Harbour

Harbour

Storage areaP

late material

Storage areaP


ers & attach

men

ts

Harbour

Harbour

fase 3


sjaa

k 2

titan

jan

1a

da

sjra

1 & 2

wil 3

lot

too

n 1

isa

ac

1

pau

l 1 & 2

ren

e

too

n 2

ma

an

1

ma

an

2

ma

an

4

ba

s

theo

1, 2 & 3

lod

ewijk

1 nick

3

job

hen

ny 2

peter

da

an

1

da

an

3

ma

an

3

nick

4

nick

1

nick

5

nick

2d

aa

n 2

leo

ma

t

sjaa

k 1

wil 2

isaa

c 2pa

trick

1

too

n 3

sjaa

k 3

wil 1

isaa

c 3pa

trick

2

too

n 4

28

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

site roermond, 2016

12 8 7 6 5 4 3 112 1 9 10

2015 - lijn 1

Material storage bay 6

Rolling TITAN

Inside longitudinal welding SJRA 1 or 2

Weldseam milling TOON 2

Outside longitudinal welding PAUL 1 or 2

Assembly & inside circumferential welding THEO 1, 2 or 3

Milling circumferential weldseam RENE

Outside circumferential welding HENNY 2

Welding Weldbeads LOT

Assembly & welding LEO

Transport to Bay 2

Assembly & inside circumferential welding JOB

Milling circumferential weldseam BAS


Transport

Rough materialmilling MAT

“Pretreated” materialdirectly to roller TITAN

12 8 7 6 5 4 3 112 1 9 10

2015 - lijn 1


Rolling TITAN

Inside longitudinal welding SJRA 1 or 2


Outside longitudinal welding PAUL 1 or 2

Assembly & inside circumferential welding THEO 1, 2 or 3

Milling circumferential weldseam RENE


Welding Weldbeads LOT

Assembly & welding LEO

Transport to Bay 2

Assembly & inside circumferential welding JOB

Milling circumferential weldseam BAS


Transport

Rough materialmilling MAT

“Pretreated” materialdirectly to roller TITAN

29

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

site roermond, 2016

12 8 7 6 5 4 3 112 1 9 10

2015 - lijn 2


“Pretreated” material directlyto roller SJAAK

Rolling SJAAK 2

Inside longitudinal welding WIL 3


Outside longitudinal welding ISAAC 1


“Rough” material milling ADA

“Pretreated” material directly

to roller JAN

Rolling JAN

Transport to Bay 4

Assembly & inside circumferential welding NICK 3

Milling circumferential weldseam MAAN 2

Outside circumferential weldseam DAAN 1

Transport

Transport to Bay 5

Assembly & inside circumferential welding LODEWIJK 1


Outside circumferential weldseam PETER

Transport

12 8 7 6 5 4 3 112 1 9 10

2015 - lijn 2


“Pretreated” material directlyto roller SJAAK

Rolling SJAAK 2



Outside longitudinal welding ISAAC 1


“Rough” material milling ADA

“Pretreated” material directly

to roller JAN

Rolling JAN

Transport to Bay 4

Assembly & inside circumferential welding NICK 3


Outside circumferential weldseam DAAN 1

Transport

Transport to Bay 5

Assembly & inside circumferential welding LODEWIJK 1


Outside circumferential weldseam PETER

Transport

30

7.12

a

Production line 4: bay no. 9 & 10

site roermond, 2016

12 8 7 6 5 4 3 112 1 9 10

2015 - lijn 3


Assembly & inside circumferential welding NICK 1 or 2


Outside circumferential welding DAAN 2

Transport


“Pretreated” material directly to roller SJAAK 1


Outside longitudinal weldingISAAC 2

Outside longitudinal weldingPATRICK 1

12 8 7 6 5 4 3 112 1 9 10

2015 - lijn 3





Transport




Outside longitudinal weldingISAAC 2

Outside longitudinal weldingPATRICK 1

31

7.14

b

Production line 4 & 5: bay no. 9 & 10 & Maasvlakte 2

sites roermond/maasvlakte 2, 2017

12 8 7 6 5 4 3 112 1 9 10

2017 - lijn 3


Shipment to Sif Maasvlakte 2




Outside longitudinal weldingISAAC 2 or PATRICK 1





Transport







12 8 7 6 5 4 3 112 1 9 10

2017 - lijn 3


Shipment to Sif Maasvlakte 2









Transport







32

7.15

a

Crane capacity inside buildings

site roermond

* Lifting capacity for shipment: 720 ton

** Lifting capacity for shipment: 940 ton

With aid of roll-off method: 1.400 ton

8765432191011 12

Crane Type No. Capacity

(ton)

Hook height

(mtr)

Bay no. 1 Overhead 4 10 7


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. 14 Overhead

Overhead

2

1

10

40

33

b site maasvlakte 2


(ton)

Hook height

(mtr)

Bay 1 Overhead 4 250 20

Bay 2 Overhead 1 80 20

1 2

34

7.16 Crane capacity outside buildings

site roermond


(ton)

Hook height

(mtr)

Storage Gantry 1 1 50 9

35

7.17

a

Facilities construction sites

site roermond

Offi cial port name Willem Alexander Haven

Access to yard Mijnheerkensweg – Roermond

Profi le 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

Offi cial 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)

Covered area

Gantry crane M10 650 74,2 125 60.000 m3

Tower crane M2 240 43 50

Tower crane M6 240 50 50

Harbour basin

Length 59 mtr, of which 47 mtr within reach of gantry crane

Width 40 mtr

Depth 2-8 mtr, tidal NAP

Dock

Length 485 mtr, dividable into 2 sections

Width 65 mtr

Depth 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 36 x 8 x 8 mtr, expandable in sections up to 72 mtr in length

Inside lifting capacity 200-450 ton

Climate control Up to 40°C

Specially designed rotating equipment

Environmentally approved suction

38

8.1

8.2

8.3

Salaried personnel

• Managerial/commercial/fi nancial/administration

• Procurement

• Engineering

• Field supervision

• Quality assurance

• Production planning

Total: 48

Hourly paid direct labour

• Welder 6G

• Other welders SMAW

• Operators SAW

• Platers/structural

• Caulkers/chipper (incl. burners)

• Crane drivers/internal transport

• Mechanical fi tters

• Helpers/craft assistants

• Electricians

• Plumbers

• Shot blasters/painters

• Quality control

• Others: machine operators

• Stores

Total: 153

Flex workers

• 50 till 255

8 Our qualifi ed workforce

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 & outfi tting

Smulders Projects Belgium

Transport

Rederij De Jong The Netherlands

Boomsma Shipping bv The Netherlands

Floating Cranes

Bonn & Mees The Netherlands

40

10.1

10.2

Labour agreements

There are no local agreements.

There have been no strikes since company foundation.

Working arrangements

Normal working hours offi ce 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


3 shifts: 40 hours per week, 5 days




Weekend shifts can be arranged when necessary on short notice.

Annual holidays: 25

10Labour regulations and work conditions

41

11.1 Head offi ce, 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.

11 Accessibility

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 Europoort-

Rotterdam. 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

Contact for inquiries

Mr. J. Bruggenthijs

CEO

E-mail: [email protected]

Mr. M. Kurstjens

CCO


Mr. R. Jongen

Commercial Manager Offshore Wind


Mr. P. Welters

Commercial Manager Oil & Gas


1.1

General contact information12

Company name Sif Netherlands bv

Location Industrial park Willem Alexander

Industrial area code 1379

Offi ce 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 offi ce Chamber of Commerce Roermond

Registration number 130 27 369

VAT-number NL802807458B01

44

sif-group.com

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,

fi tness 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

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