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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
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
Reference list offshore structures
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
Reference list offshore structures
Name client Project Country Year Description
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 (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
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 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
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
Reference list offshore wind turbine foundations
16
Name client Project Country Year Description No. Diameter
Reference list offshore wind turbine foundations
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
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
ad
a
sjra
1 & 2
wil 2
wil 3
lot
too
n 1
isa
ac
1
pau
l 1 & 2
isaa
c 2isa
ac 2
patr
ick 1
ren
e
too
n 2
ma
an
1
ma
an
2
ma
an
3 too
n 3
ba
s
theo
1, 2 & 3
lod
ewijk
1 nick
3
nick
2n
ick 1
job
hen
ny 2
peter
da
an
1
da
an
2
leo
ma
t
21
7.3 Machinery 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
ad
a
sjra
1 & 2
wil 2
wil 3
lot
too
n 1
isa
ac
1
pau
l 1 & 2
isaa
c 2isa
ac 2
patr
ick 1
ren
e
too
n 2
ma
an
1
ma
an
2
ma
an
3 too
n 3
ba
s
theo
1, 2 & 3
lod
ewijk
1 nick
3
nick
2n
ick 1
job
hen
ny 2
peter
da
an
1
da
an
2
leo
ma
t
22
7.4 Redevelopment phase 1 - Production layout 2016
site roermond site maasvlakte 2
Harbour
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 1monopile production line 2
Harbour
Harbour
Storage areaP
late material
Storage areaP
late material Stiffen
ers & attach
men
ts
Harbourfase 1
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
nick
4n
ick 5
job
hen
ny 2
peter
da
an
1
da
an
3
leo
ma
t
sjaa
k 1
wil 2
isaa
c 2isa
ac 2
patr
ick 1
ma
an
3 too
n 3
nick
2n
ick 1
da
an
2
23
7.5 Redevelopment phase 1 - Machinery layout 2016
site roermond site maasvlakte 2
Harbour
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 1monopile production line 2
Harbour
Harbour
Storage areaP
late material
Storage areaP
late material Stiffen
ers & attach
men
ts
Harbourfase 1
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
nick
4n
ick 5
job
hen
ny 2
peter
da
an
1
da
an
3
leo
ma
t
sjaa
k 1
wil 2
isaa
c 2isa
ac 2
patr
ick 1
ma
an
3 too
n 3
nick
2n
ick 1
da
an
2
24
7.6 Redevelopment phase 2 - Production layout 2017
site roermond site maasvlakte 2
monopile production line 2
12 8
rolling
shipm
ent
shipm
ent
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
Harbour
Harbour
Storage area
Plate m
aterial
Storage area
Plate m
aterial Stiffen
ers & attach
men
ts
Harbourfase 2
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
25
7.7 Redevelopment phase 2 - Machinery layout 2017
site roermond site maasvlakte 2
monopile production line 2
12 8
rolling
shipm
ent
shipm
ent
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
Harbour
Harbour
Storage areaP
late material
Storage areaP
late material Stiffen
ers & attach
men
ts
Harbourfase 2
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
26
7.8 Redevelopment phase 3 - Production layout 2017
site roermond site maasvlakte 2
12 8
rolling
shipm
ent
shipm
ent
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
Harbour
Storage area
Plate m
aterial
Storage area
Plate m
aterial Stiffen
ers & attach
men
ts
Harbour
Harbour
fase 3
monopile production line 2
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
7.9 Redevelopment phase 3 - Machinery layout 2017
site roermond site maasvlakte 2
12 8
rolling
shipm
ent
shipm
ent
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
Harbour
Storage areaP
late material
Storage areaP
late material Stiffen
ers & attach
men
ts
Harbour
Harbour
fase 3
monopile production line 2
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
Outside circumferential welding HENNY 2
Transport
Rough materialmilling MAT
“Pretreated” materialdirectly to roller TITAN
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
Outside circumferential welding HENNY 2
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
Material storage bay 12
“Pretreated” material directlyto roller SJAAK
Rolling SJAAK 2
Inside longitudinal welding WIL 3
Weldseam milling TOON 1
Outside longitudinal welding ISAAC 1
Material storage bay 6
“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
Milling circumferential weldseam MAAN 1
Outside circumferential weldseam PETER
Transport
12 8 7 6 5 4 3 112 1 9 10
2015 - lijn 2
Material storage bay 12
“Pretreated” material directlyto roller SJAAK
Rolling SJAAK 2
Inside longitudinal welding WIL 3
Weldseam milling TOON 1
Outside longitudinal welding ISAAC 1
Material storage bay 6
“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
Milling circumferential weldseam MAAN 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
Weldseam milling TOON 3
Assembly & inside circumferential welding NICK 1 or 2
Milling circumferential weldseam MAAN 3
Outside circumferential welding DAAN 2
Transport
Material storage bay 10
“Pretreated” material directly to roller SJAAK 1
Inside longitudinal welding WIL 2
Outside longitudinal weldingISAAC 2
Outside longitudinal weldingPATRICK 1
12 8 7 6 5 4 3 112 1 9 10
2015 - lijn 3
Weldseam milling TOON 3
Assembly & inside circumferential welding NICK 1 or 2
Milling circumferential weldseam MAAN 3
Outside circumferential welding DAAN 2
Transport
Material storage bay 10
“Pretreated” material directly to roller SJAAK 1
Inside longitudinal welding WIL 2
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
Weldseam milling TOON 3
Shipment to Sif Maasvlakte 2
Material storage bay 10
“Pretreated” material directly to roller SJAAK 1
Inside longitudinal welding WIL 2
Outside longitudinal weldingISAAC 2 or PATRICK 1
Weldseam milling TOON 4
Milling circumferential weldseam MAAN 3
Milling circumferential weldseam MAAN 4
Outside circumferential welding DAAN 2
Transport
Outside circumferential welding DAAN 3
“Pretreated” material directly to roller SJAAK 3
Inside longitudinal welding WIL 1
Outside longitudinal weldingISAAC 3 or PATRICK 2
Assembly & inside circumferential welding NICK 1 or 2
Assembly & inside circumferential welding NICK 4 or 5
12 8 7 6 5 4 3 112 1 9 10
2017 - lijn 3
Weldseam milling TOON 3
Shipment to Sif Maasvlakte 2
Material storage bay 10
“Pretreated” material directly to roller SJAAK 1
Inside longitudinal welding WIL 2
Outside longitudinal weldingISAAC 2 or PATRICK 1
Weldseam milling TOON 4
Milling circumferential weldseam MAAN 3
Milling circumferential weldseam MAAN 4
Outside circumferential welding DAAN 2
Transport
Outside circumferential welding DAAN 3
“Pretreated” material directly to roller SJAAK 3
Inside longitudinal welding WIL 1
Outside longitudinal weldingISAAC 3 or PATRICK 2
Assembly & inside circumferential welding NICK 1 or 2
Assembly & inside circumferential welding NICK 4 or 5
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. 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
33
b site maasvlakte 2
Crane Type No. Capacity
(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
Crane Type No. Capacity
(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
• 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
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: j.bruggenthijs@sif-group.com
Mr. M. Kurstjens
CCO
E-mail: m.kurstjens@sif-group.com
Mr. R. Jongen
Commercial Manager Offshore Wind
E-mail: r.jongen@sif-group.com
Mr. P. Welters
Commercial Manager Oil & Gas
E-mail: p.welters@sif-group.com
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 info@sif-group.com
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
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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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