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www.farrans.com
Portfolio
Marine
www.farrans.com
Contents
Contents
Introduction
D1 Belfast Harbour
Seaforth Passage
Heysham Cooling Water Outfall
Granton Harbour Wall
Montrose Deep Water Berth
Pointhouse Quay
Montrose Berth 6 Renewal
Warrenpoint Harbour Development
Farrans Contacts
2 & 3
4 & 5
6 & 7
8 & 9
10 & 11
12 & 13
14 & 15
16 & 17
18 & 19
20 & 21
22 & 23
Portfolio
Marine
Marine
Portfolio
Page 2 & 3
Page 4 & 5
www.farrans.com
Introduction
Farrans is a building and civil engineering
contractor operating throughout the UK,
Ireland and numerous European locations.
We are part of the Northstone group of
companies which in turn is wholly owned
by the multi-national building materials
group, CRH plc.
Operating from our Belfast headquarters
and regional bases in Dublin, Edinburgh,
Manchester, Cambridgeshire and London,
the Farrans business is structured into
two primary divisions: Building and
Civil Engineering. The sectors we have
developed within these core divisions
range from education, healthcare,
emergency services and community
projects to regeneration, investment,
residential and transportation. We have
also made significant progress in the
marine, pipelines, renewables, water
and wastewater sectors, as well as
undertaking a number of frameworks in
recent years.
Farrans strive to develop excellence in all
sectors of our business and continually
better the levels of service we deliver
to our customers. At the heart of this
approach is a genuine recognition
of our wider social responsibility.
We acknowledge that we share our
workplace with communities and the
natural environment; therefore it is vital
that sustainable business practices are
implemented across all areas of operation.
At Farrans, our financial strength and
technical expertise is complemented by
a commitment to the values of Health &
Safety, Quality and the Environment. In
accordance with this, our ISO-accredited
management systems are all developed in
line with industry best practice.
Marine
Portfolio
Page 6 & 7
D1 Belfast
Harbour
The D1 project at Belfast Harbour,
the UK’s first purpose-built offshore
wind logistics facility, involved the
construction of a new 500m quay wall
structure and a deep water berth.
The quay wall was constructed over
both land and water, utilising 32m
long, 1.6m diameter tubular piles in
combination with 22m long PU22 sheet
piles. The combi-wall was tied back
to a reinforced concrete anchor beam,
supported on 367 raking tubes. These
tubes were 30m long and 760mm
diameter and were anchored to the
rock. A total of 30,000m³ of concrete
was used during the construction of the
relieving slab which is supported on
780 CFA piles of diameter 750mm.
Works also included the dredging of
600,000m³ of material for the new deep
water berth and approaches and its
disposal at sea. An additional 20,000m³
of contaminated dredged material
was treated on site prior to disposal.
Approximately 150,000T of rock armour
was placed beside the quay wall as
protection for the seabed.
The contract also entailed the
development of 50 acres of hinterland.
A total of 900,000m² of geotextile and
1,000,000T of aggregate was used in the
construction of 200,000m² of heavy duty
unbound pavement for the hinterland.
General services were also installed to
supply the future renewables hub. The
D1 project - the largest ever undertaken
in the 400 year history of Belfast
Harbour – was completed in just over
one year.
Client
Belfast Harbour
Commissioners
Value
£51.5 Million
www.farrans.com
Marine
Portfolio
www.farrans.com
Page 8 & 9
Passage
Seaforth
Client
Mersey Docks and
Harbour Co. Ltd
Value
£11 Million
The existing Seaforth Passage gives
access for cargo and ferry vessels into
the Royal Seaforth Dock within the Port
of Liverpool. Due to a proposed increase
in the size of vessel using the port, it
has become necessary to widen the
passage by approximately 20m.
The dock structure was built in the
1970s and comprises reinforced
concrete diaphragm walls approximately
38m apart and 100m long. These
walls house steel sector gates which
were designed to close the passage
between Gladstone and Royal Seaforth
docks. Extending underneath the
passage, there is a 3m diameter siphon
connecting the Liverpool storm drainage
system with an existing outfall. There
are also link ducts containing the HV,
LV, communications and water supplies
essential for the operation for the port.
The widening project included
installation of a new piled quay wall
behind the existing western diaphragm
wall. The new quay was a combi wall
with sheet pile infills tied to a sheetpile
anchor wall. A permanent cofferdam
now provides access to the existing
siphon for its extension beyond the line
of the combi wall. A new, prefabricated
steel 1m diameter U-Tube extends
between service culverts on the eastern
and western sides, diverting the
existing services around the works area.
Floating plant was used to demolish
the western diaphragm wall and the
420T western sector gate. The gate was
then cut into sections using explosives
placed by divers and lifted to shore for
recycling.
All works were completed whilst
maintaining shipping through the
passage.
Marine
Portfolio
Client
EDF Energy Nuclear
Generation Ltd
Value
£2.6 Million
Farrans was contracted by EDF Energy
Nuclear Generation Ltd to carry out
repairs to the cooling water outfall
structure of Heysham No.1 at the
licensed nuclear site at Heysham.
The cooling water is discharged from
the cooling water culvert into a channel
predominantly formed by two parallel
rows of frodingham steel sheet piles
which run westwards to the deep water
channel.
Generally, the condition of the structure
had continued to deteriorate due to
corrosion – as would be expected for a
steel structure in a marine environment.
In numerous locations, there were
areas of suspected Microbially Induced
Corrosion (MIC) which had led to
significantly higher corrosion rates.
During 2008 and 2012, a significant
number of the sheet piles failed above
berm level, in addition to the formation
of less significant holes and leaks.
The repairs which Farrans undertook
involved the installation of replacement
sheet piles along sections of the
structure which were failing. New piles
were landed next to the existing piles to
form a “box”. These were subsequently
bolted together and sealed using
concrete. The piles were driven into
place from a jack-up barge and, in order
to maximise productivity, works were
being carried out 24 hours a day. The
project was completed on budget, to
programme and the satisfaction of EDF
Energy Nuclear Generation Ltd.
Page 10 & 11
www.farrans.com
Heysham Cooling
Water Outfall
Marine
Portfolio
www.farrans.com
Granton
Harbour Wall
The Granton Harbour Wall
development was part of a multi-site
regeneration of some of Edinburgh’s
industrial heartland. The Harbour
Wall was one of a number of projects
successfully carried out by Farrans as
part of the long-running multi-agency
scheme.
The new wall was required to reclaim
a new development footprint from the
existing sheltered anchorage for small
boats at Granton Harbour.
At 200m long, the quay wall was
constructed of new sheet piles
shipped directly to the site, handled
and installed from the Farrans’ barge,
the “Claude Monique”. The front
wall is anchored by tie rods to a new
anchor wall.
As part of our bulk earthworks
exercise, we worked with our Client to
identify local fill sources and test the
material, ensuring its viability for use
as marine structural fill.
Page 12 & 13
Marine
Portfolio Client
Forth Ports
Value
£2.4 Million
The Montrose Port Authority Deep
Water Berth Project involved the
redevelopment of the berthing and
cargo handling areas at the South
Quay. It included the removal of the
existing collapsed quay wall and
reconstruction of 230m of heavy duty
combi wall and service bases for the
offshore oil and gas industry.
The existing quay walls at Berths 16
and 17 had collapsed and the contract
required their removal from the seabed
prior to the installation of the new
quay wall. We used underwater drilling
and blasting techniques to remove
the collapsed sections before building
the new quay wall as a combi-wall
structure. The concrete deck was
strengthened by a matrix of hard
driven concrete piles within an area
specifically designated for heavy lift
purposes.
Utilities and bunkers on the quayside
were also constructed and included
water, gas, oil and lighting. To provide
a facility for deep draft vessels, a total
of 27,000m³ of material was dredged
from the berth. The dredged material
included estuarine alluvium and
boulder clay deposits and was safely
transported to a licensed disposal site
at sea.
www.farrans.com
Montrose Deep
Water Berth
Page 14 & 15
Marine
Portfolio Client
Montrose Port Authority
Value
£8 Million
Page 16 & 17
www.farrans.com
Pointhouse
Quay
Situated at the mouth of the River
Kelvin, Pointhouse Quay was part of
Glasgow’s Masterplan to rejuvenate
the dockland area. The quay is
now the site of the new Transport
Museum for Scotland, as well as the
permanent berth for the Tall Ship
‘Glenlee’.
Works involved installing a steel
piled combi-wall anchored back to
anchor blocks. Working from land,
we installed 106 tubular piles at a
raking angle. These supported the
anchor blocks which were then
secured by a rock anchor and drilled
concentrically down the raked pile.
The anchor block was then securely
fastened to the rock, some 30m
below the surface.
Due to the size of the tubes on the
combi-wall, the support formwork
for the cope needed to be specially
designed. The support mechanism
was manufactured by welders and
tested within our plant yard in
Belfast. This system proved to be
very effective and when stripped,
could be used repeatedly for cope
construction.
Marine
Portfolio Client
Glasgow City Council
Value
£6 Million
Page 18 & 19
Montrose Berth
6 Renewal
www.farrans.com
Client
Montrose Port Authority
Value
£5.7 Million
This project involved the design and
construction of a new quay structure
at Berth 6, Montrose Port, to upgrade
the existing berth. In order to ensure
the existing quay was fully operational
during the course of the project, the
works were designed to be carried out
in two phases.
A 180m long combi wall was
constructed at the front face of the quay,
utilising tubular and sheet piles. The
tubular piles were a combination of
1.2m and 1.4m diameter piles, 29m in
length, with AZ18 sheet pile infills. The
front wall was connected to a sheet piled
anchor wall, 180m long, using tie rods.
The quay deck structure covers an
area of 4800m2
. The slab structure
is supported on precast piles and
incorporates heavy lift areas. A new
drainage system was installed on the
quay, including a drainage channel,
manholes and outfalls for surface water
drainage.
In order to facilitate the service
requirements for the new quay structure,
we provided a service trench, with
special access covers and ducting. The
contract also included the installation
of new quay furniture including ladders,
fenders, bollards, etc.
In addition to these works, 8000m3
of
material was dredged from the channel
in front of the quay to deepen the
berthing pocket.
Marine
Portfolio
The Warrenpoint Harbour
Development project responded
to the need to deepen the existing
main berthing facility at Warrenpoint
Harbour which is situated on the
mouth of the Newry River.
As part of this design and build
appointment, we installed 320m of
combination piled wall along berths
4 and 5. This deepened the harbour
area by 2m, allowing large vessels to
use the dock facilities.
The final work on this scheme
included the construction of a new
110m long rock bund breakwater
which runs from the existing custom
house quay.
The electrical services and water
supply on the quayside were
also upgraded, along with the
replacement of all the quay furniture.
Warrenpoint
Harbour
Development
www.farrans.com
Page 20 & 21
Marine
Portfolio Client
Warrenpoint Harbour
Authorities
Value
£6.8 Million
www.farrans.com
Page 22 & 23
Farrans
Contacts
Marine
Portfolio
www.farrans.com e.mail:Construct@farrans.com
Head Office
Belfast
99 Kingsway
Dunmurry
Belfast
BT17 9NU
Telephone:
+44 (0) 28 9055 1300
Dublin
Rosemount Business Park
Ballycoolin
Blanchardstown
Dublin 11
Telephone:
+353 (1) 793 0800
Edinburgh
Oakbank
Mid Calder
Livingston
West Lothian
EH53 0JS
Telephone:
+44 (0) 150 688 2588
Manchester
Lowry House
17 Marble Street
Manchester
M2 3AW
Telephone:
+44 (0) 161 661 4570
Cambridgeshire
New Cambridge House
Bassingbourn Road
Litlington, Royston
Cambridgeshire
SG8 0SS
Telephone:
+44 (0) 1763 850 600
London
Lenta Business Centre
180/186 King’s Cross Road
London
WC1X 9DE
Telephone:
+44 (0) 20 7689 1600
Romania
18-18A Vulturilor Street
Ground Floor, Sector 3
Bucharest
Romania
030855
Telephone:
+40 (0) 31 425 1600
Our
Publications
Portfolio
www.farrans.com
Education
Healthcare
Portfolio
www.farrans.com
www.farrans.com
Portfolio
Marine
www.farrans.com
Portfolio
Renewables
www.farrans.com
Portfolio
Transportation
www.farrans.com
Portfolio
Water and
Wastewater
600
600
00
ISSUE2
Please download any
of our publications
from our website
www.farrans.com
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Marine

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Marine_Brochure_For_Web

  • 2. www.farrans.com Contents Contents Introduction D1 Belfast Harbour Seaforth Passage Heysham Cooling Water Outfall Granton Harbour Wall Montrose Deep Water Berth Pointhouse Quay Montrose Berth 6 Renewal Warrenpoint Harbour Development Farrans Contacts 2 & 3 4 & 5 6 & 7 8 & 9 10 & 11 12 & 13 14 & 15 16 & 17 18 & 19 20 & 21 22 & 23 Portfolio Marine Marine Portfolio Page 2 & 3
  • 3. Page 4 & 5 www.farrans.com Introduction Farrans is a building and civil engineering contractor operating throughout the UK, Ireland and numerous European locations. We are part of the Northstone group of companies which in turn is wholly owned by the multi-national building materials group, CRH plc. Operating from our Belfast headquarters and regional bases in Dublin, Edinburgh, Manchester, Cambridgeshire and London, the Farrans business is structured into two primary divisions: Building and Civil Engineering. The sectors we have developed within these core divisions range from education, healthcare, emergency services and community projects to regeneration, investment, residential and transportation. We have also made significant progress in the marine, pipelines, renewables, water and wastewater sectors, as well as undertaking a number of frameworks in recent years. Farrans strive to develop excellence in all sectors of our business and continually better the levels of service we deliver to our customers. At the heart of this approach is a genuine recognition of our wider social responsibility. We acknowledge that we share our workplace with communities and the natural environment; therefore it is vital that sustainable business practices are implemented across all areas of operation. At Farrans, our financial strength and technical expertise is complemented by a commitment to the values of Health & Safety, Quality and the Environment. In accordance with this, our ISO-accredited management systems are all developed in line with industry best practice. Marine Portfolio
  • 4. Page 6 & 7 D1 Belfast Harbour The D1 project at Belfast Harbour, the UK’s first purpose-built offshore wind logistics facility, involved the construction of a new 500m quay wall structure and a deep water berth. The quay wall was constructed over both land and water, utilising 32m long, 1.6m diameter tubular piles in combination with 22m long PU22 sheet piles. The combi-wall was tied back to a reinforced concrete anchor beam, supported on 367 raking tubes. These tubes were 30m long and 760mm diameter and were anchored to the rock. A total of 30,000m³ of concrete was used during the construction of the relieving slab which is supported on 780 CFA piles of diameter 750mm. Works also included the dredging of 600,000m³ of material for the new deep water berth and approaches and its disposal at sea. An additional 20,000m³ of contaminated dredged material was treated on site prior to disposal. Approximately 150,000T of rock armour was placed beside the quay wall as protection for the seabed. The contract also entailed the development of 50 acres of hinterland. A total of 900,000m² of geotextile and 1,000,000T of aggregate was used in the construction of 200,000m² of heavy duty unbound pavement for the hinterland. General services were also installed to supply the future renewables hub. The D1 project - the largest ever undertaken in the 400 year history of Belfast Harbour – was completed in just over one year. Client Belfast Harbour Commissioners Value £51.5 Million www.farrans.com Marine Portfolio
  • 5. www.farrans.com Page 8 & 9 Passage Seaforth Client Mersey Docks and Harbour Co. Ltd Value £11 Million The existing Seaforth Passage gives access for cargo and ferry vessels into the Royal Seaforth Dock within the Port of Liverpool. Due to a proposed increase in the size of vessel using the port, it has become necessary to widen the passage by approximately 20m. The dock structure was built in the 1970s and comprises reinforced concrete diaphragm walls approximately 38m apart and 100m long. These walls house steel sector gates which were designed to close the passage between Gladstone and Royal Seaforth docks. Extending underneath the passage, there is a 3m diameter siphon connecting the Liverpool storm drainage system with an existing outfall. There are also link ducts containing the HV, LV, communications and water supplies essential for the operation for the port. The widening project included installation of a new piled quay wall behind the existing western diaphragm wall. The new quay was a combi wall with sheet pile infills tied to a sheetpile anchor wall. A permanent cofferdam now provides access to the existing siphon for its extension beyond the line of the combi wall. A new, prefabricated steel 1m diameter U-Tube extends between service culverts on the eastern and western sides, diverting the existing services around the works area. Floating plant was used to demolish the western diaphragm wall and the 420T western sector gate. The gate was then cut into sections using explosives placed by divers and lifted to shore for recycling. All works were completed whilst maintaining shipping through the passage. Marine Portfolio
  • 6. Client EDF Energy Nuclear Generation Ltd Value £2.6 Million Farrans was contracted by EDF Energy Nuclear Generation Ltd to carry out repairs to the cooling water outfall structure of Heysham No.1 at the licensed nuclear site at Heysham. The cooling water is discharged from the cooling water culvert into a channel predominantly formed by two parallel rows of frodingham steel sheet piles which run westwards to the deep water channel. Generally, the condition of the structure had continued to deteriorate due to corrosion – as would be expected for a steel structure in a marine environment. In numerous locations, there were areas of suspected Microbially Induced Corrosion (MIC) which had led to significantly higher corrosion rates. During 2008 and 2012, a significant number of the sheet piles failed above berm level, in addition to the formation of less significant holes and leaks. The repairs which Farrans undertook involved the installation of replacement sheet piles along sections of the structure which were failing. New piles were landed next to the existing piles to form a “box”. These were subsequently bolted together and sealed using concrete. The piles were driven into place from a jack-up barge and, in order to maximise productivity, works were being carried out 24 hours a day. The project was completed on budget, to programme and the satisfaction of EDF Energy Nuclear Generation Ltd. Page 10 & 11 www.farrans.com Heysham Cooling Water Outfall Marine Portfolio
  • 7. www.farrans.com Granton Harbour Wall The Granton Harbour Wall development was part of a multi-site regeneration of some of Edinburgh’s industrial heartland. The Harbour Wall was one of a number of projects successfully carried out by Farrans as part of the long-running multi-agency scheme. The new wall was required to reclaim a new development footprint from the existing sheltered anchorage for small boats at Granton Harbour. At 200m long, the quay wall was constructed of new sheet piles shipped directly to the site, handled and installed from the Farrans’ barge, the “Claude Monique”. The front wall is anchored by tie rods to a new anchor wall. As part of our bulk earthworks exercise, we worked with our Client to identify local fill sources and test the material, ensuring its viability for use as marine structural fill. Page 12 & 13 Marine Portfolio Client Forth Ports Value £2.4 Million
  • 8. The Montrose Port Authority Deep Water Berth Project involved the redevelopment of the berthing and cargo handling areas at the South Quay. It included the removal of the existing collapsed quay wall and reconstruction of 230m of heavy duty combi wall and service bases for the offshore oil and gas industry. The existing quay walls at Berths 16 and 17 had collapsed and the contract required their removal from the seabed prior to the installation of the new quay wall. We used underwater drilling and blasting techniques to remove the collapsed sections before building the new quay wall as a combi-wall structure. The concrete deck was strengthened by a matrix of hard driven concrete piles within an area specifically designated for heavy lift purposes. Utilities and bunkers on the quayside were also constructed and included water, gas, oil and lighting. To provide a facility for deep draft vessels, a total of 27,000m³ of material was dredged from the berth. The dredged material included estuarine alluvium and boulder clay deposits and was safely transported to a licensed disposal site at sea. www.farrans.com Montrose Deep Water Berth Page 14 & 15 Marine Portfolio Client Montrose Port Authority Value £8 Million
  • 9. Page 16 & 17 www.farrans.com Pointhouse Quay Situated at the mouth of the River Kelvin, Pointhouse Quay was part of Glasgow’s Masterplan to rejuvenate the dockland area. The quay is now the site of the new Transport Museum for Scotland, as well as the permanent berth for the Tall Ship ‘Glenlee’. Works involved installing a steel piled combi-wall anchored back to anchor blocks. Working from land, we installed 106 tubular piles at a raking angle. These supported the anchor blocks which were then secured by a rock anchor and drilled concentrically down the raked pile. The anchor block was then securely fastened to the rock, some 30m below the surface. Due to the size of the tubes on the combi-wall, the support formwork for the cope needed to be specially designed. The support mechanism was manufactured by welders and tested within our plant yard in Belfast. This system proved to be very effective and when stripped, could be used repeatedly for cope construction. Marine Portfolio Client Glasgow City Council Value £6 Million
  • 10. Page 18 & 19 Montrose Berth 6 Renewal www.farrans.com Client Montrose Port Authority Value £5.7 Million This project involved the design and construction of a new quay structure at Berth 6, Montrose Port, to upgrade the existing berth. In order to ensure the existing quay was fully operational during the course of the project, the works were designed to be carried out in two phases. A 180m long combi wall was constructed at the front face of the quay, utilising tubular and sheet piles. The tubular piles were a combination of 1.2m and 1.4m diameter piles, 29m in length, with AZ18 sheet pile infills. The front wall was connected to a sheet piled anchor wall, 180m long, using tie rods. The quay deck structure covers an area of 4800m2 . The slab structure is supported on precast piles and incorporates heavy lift areas. A new drainage system was installed on the quay, including a drainage channel, manholes and outfalls for surface water drainage. In order to facilitate the service requirements for the new quay structure, we provided a service trench, with special access covers and ducting. The contract also included the installation of new quay furniture including ladders, fenders, bollards, etc. In addition to these works, 8000m3 of material was dredged from the channel in front of the quay to deepen the berthing pocket. Marine Portfolio
  • 11. The Warrenpoint Harbour Development project responded to the need to deepen the existing main berthing facility at Warrenpoint Harbour which is situated on the mouth of the Newry River. As part of this design and build appointment, we installed 320m of combination piled wall along berths 4 and 5. This deepened the harbour area by 2m, allowing large vessels to use the dock facilities. The final work on this scheme included the construction of a new 110m long rock bund breakwater which runs from the existing custom house quay. The electrical services and water supply on the quayside were also upgraded, along with the replacement of all the quay furniture. Warrenpoint Harbour Development www.farrans.com Page 20 & 21 Marine Portfolio Client Warrenpoint Harbour Authorities Value £6.8 Million
  • 12. www.farrans.com Page 22 & 23 Farrans Contacts Marine Portfolio www.farrans.com e.mail:Construct@farrans.com Head Office Belfast 99 Kingsway Dunmurry Belfast BT17 9NU Telephone: +44 (0) 28 9055 1300 Dublin Rosemount Business Park Ballycoolin Blanchardstown Dublin 11 Telephone: +353 (1) 793 0800 Edinburgh Oakbank Mid Calder Livingston West Lothian EH53 0JS Telephone: +44 (0) 150 688 2588 Manchester Lowry House 17 Marble Street Manchester M2 3AW Telephone: +44 (0) 161 661 4570 Cambridgeshire New Cambridge House Bassingbourn Road Litlington, Royston Cambridgeshire SG8 0SS Telephone: +44 (0) 1763 850 600 London Lenta Business Centre 180/186 King’s Cross Road London WC1X 9DE Telephone: +44 (0) 20 7689 1600 Romania 18-18A Vulturilor Street Ground Floor, Sector 3 Bucharest Romania 030855 Telephone: +40 (0) 31 425 1600 Our Publications Portfolio www.farrans.com Education Healthcare Portfolio www.farrans.com www.farrans.com Portfolio Marine www.farrans.com Portfolio Renewables www.farrans.com Portfolio Transportation www.farrans.com Portfolio Water and Wastewater 600 600 00 ISSUE2 Please download any of our publications from our website www.farrans.com