Kleverud-Sørli-Åkersvika - The Dovre Line: Stine Ilebrekke Undrum Project Director - Bane NOR
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The Dovre Line: Kleverud-Sørli-Åkersvika Stine Ilebrekke Undrum Project Director Bane NOR Tender Conference June 5. 2019
Important HSE principles for Bane NOR
• Safety always has first priority
• Our safety culture shall ensure that we
work systematically with safety to avoid
human injury and environmental or
material damages.
− we adhere to the highest safety standards.
− we understand and consider risk.
− we have zero tolerance for breach of safety
regulations
• The Working Environment Act applies to
EVERYONE working in Norway, both
Norwegian and foreign nationals.
− http://www.arbeidstilsynet.no/working-conditions-in-
norway.html
Everybody safely home
4
Infrastructure Construction Division
Infrastrucure
Construction
Einar Kilde
Project 2020 Plan & Portfolio
Brede Nermoen Elsebeth A Bakke
Finance &
Communication
projectcontrol
Cecilie Melland
Birger Steffensen
Contract & Market Safety & Quality
Henning Scheel Vigdis Bjørlo
Technique &
Concept HR
Trude Anke Gry Jødestøl
Folloline Ringerikeline/ E16 East (Østfoldline &
West/Mid Vestfoldline
New Oslo-tunnel Per David Morten Dovreline)
Borenstein Klokkersveen Hans-Egil Larsen Lars A Tangerås
Anne Siri Haugen Stine I Undrum
5
East – Østfold Line & Dovre Line
Project director
Stine Ilebrekke
Undrum
Dep.
Projectcontrol
Project director
Tor-A Holst Larsen
Per B Vilnes
Communication HR
TBN Arild Sæthre
Contract & Safety & Quality
strategy Bente Gamst
Karin Kaasen Hornnæs
Venjar – Langset Kleverud – Sørli – Planprojects Sandbukta – Moss Planprojects
Rønnaug-Ingeborg Åkersvika Dovreline – Såstad Østfoldline
Resset Geir H Kvillum Lars Eide Jarle Rasmussen Elisabeth Nordli
6
Construction Projects Dovre Line 7
1:23 (2:14)
InterCity-projects Oslo-Lillehammer
on Dovre Line
0:55 (1:23)
Oslo-Hamar
• Venjar-Langset 2023
• Kleverud-Sørli 2026
0:37 (1:23)
• Sørli-Åkersvika 2026 Oslo-Hamar
• Brumunddal-Moelv 2030
• Hamar-Brumunddal 2032
• Moelv-Lillehammer 2034
1:00 (1:28)
Oslo-Tønsberg
1:30 (2:45) 0:45 (1:08) 1:08 (1:45)
Oslo-Porsgrunn Oslo-Fredrikstad Oslo-Halden
8
Project status
• Kleverud-Sørli • Sørli-Åkersvika
− Preparatory work ongoing − Zoning plan expected to be approved late 2019
− Preparation of invitation to tenders − Start pre-qualifications of contracts late 2020
− Start pre-qualification of two first main − Contract award remaining contract 2021/2022
contracts autumn 2019
− Contract award first Main Contract late 2020
Tangen
Railway Station
Hestnes Tunnel Sørli Timber Stange Åkersvika
(3 km) Terminal Railway Station Wetland Area
Tangenvika Bridge
(1 km)
9
Lillehammer
Project summary
Moelv
Brumunddal
• Facts and numbers Hamar Converter Jessnes
Hamar
− 30 km new double track railway from Kleverud
to Åkersvika Sørli-Åkersvika Stange
− The Hestnes Tunnel 3,1 km
Sørli
Tangen
− Tangenvika Railway Bridge 1,07 km Kleverud-Sørli
− Construction of a new railway station at Tangen Kleverud
− Rebuild of existing railway station at Stange
− Åkersvika Wetland Langset
− 21 other large constructions Eidsvoll
− Tracks and catenary. Railway technique Venjar
− Designed for a max speed of 250 km/h
Oslo Airport
• Planned government funding
− Kleverud-Sørli 2020 including Hamar Converter
station
− Sørli-Åkersvika 2021
Lillestrøm
Oslo S
10Kleverud – Sørli - Åkersvika Geir Kvillum Head of Project Bane NOR Tender Conference June 5. 2019
1:23 (2:14)
InterCity-projects Oslo-Lillehammer
on Dovre Line
0:55 (1:23)
Oslo-Hamar
• Venjar-Langset 2023
• Kleverud-Sørli 2026
0:37 (1:23)
• Sørli-Åkersvika 2026 Oslo-Hamar
• Brumunddal-Moelv 2030
• Hamar-Brumunddal 2032
• Moelv-Lillehammer 2034
1:00 (1:28)
Oslo-Tønsberg
1:30 (2:45) 0:45 (1:08) 1:08 (1:45)
Oslo-Porsgrunn Oslo-Fredrikstad Oslo-Halden
12Contract structure 15
Procurement plan 16
KS-1 The Hestnes tunnel 17
Contract KS-1 The Hestnes tunnel
Preparatory
works at
KS-1 KS-2 KSÅ-3 SÅ-4 Hamar
Kleverud
Tangen Sørli Stange Åkersvika Hamar
Espa
From Kleverud to Espa
1200 m open landscape 3100 m rock tunnel no. of large constructions: 3
18Contract KS-1 The Hestnes tunnel
• Civil work - EPC contract
• Contract basis: Norwegian total contract 2015 (NTK 15)
• Procurement procedure: Negotiated procedure (konkurranse med forhandling)
• Number of pre-qualified tenderers should preferably be between 3-5
• Planned schedule
− Start prequalification Q4 (December) 2019
− Contract award Q4 (December) 2020
19KS-1 Civil works
• Handling of excavated rock: • 4 technical buildings
− 130 000 m3 fillings in lake Mjøsa
• 2 access tunnels, total length 850m
− Surplus of rock being transported to Sørli
• Bridge over stream Labbelva
20KS-1 Hestnes tunnel
• Drill & blast
• 3,1 km single tube tunnel, cross-
section area 125m2
• Excavation volume, 420 000 sm3
− Hard rock, mainly granitic gneiss and
amphibolite
• Water & frost-protection; membrane
and concrete lining
21KS-2 Tangenvika railway bridge 22
Contract KS-2 Tangenvika railway bridge
Preparatory
works at
KS-1 KS-2 KSÅ-3 SÅ-4 Hamar
Kleverud
Tangen Sørli Stange Åkersvika Hamar
Espa
From Espa to Furnesbakken
1800 m open landscape 1070 m bridge no. of large constructions: 2
23Contract KS-2 Tangenvika railway bridge
• Civil work - EPC contract
• Contract basis: Norwegian total contract 2015 (NTK 15)
• Procurement procedure: Competitive dialogue (Konkurransepreget dialog)
− With the aim to:
‒ Focus and align project needs and goals in an early phase
‒ Make use of competence and technology in the market / Exploit innovative ideas and solutions
‒ Empower efficient project execution through common understanding of technical solutions and allocation of risk
• Number of pre-qualified tenderers should preferably be between 3-5
• Planned schedule
− Start prequalification Q4 (October) 2019
− Contract award Q4 (December) 2020
24KS-2 Tangenvika railway bridge • Tangenvika railway bridge • Restructuring of local road • Civil work in open landscape • Rock cut approx. 250 000 sm3 • Fillings for abutment and embankments • Temporary quay facilities at northern side of Tangenvika bay • Wildlife crossing 25
KS-2 Tangenvika Railway bridge • Concrete bridge • Water depth of up to 50 m with 40 m layer of soils/subsoils above bedrock • Challenging foundation due to location and depths • Focus on increased degree of freedom in span-widths and piling method 26
KSÅ-3 Open landscape, incl. 2 stations 27
Contract KSÅ-3 Open landscape, incl. 2 stations
Preparatory
works at
KS-1 KS-2 KSÅ-3 SÅ-4 Hamar
Kleverud
Tangen Sørli Stange Åkersvika Hamar
Espa
From Furnesbakken to Stange including Stange station
13 250 m open landscape 2 stations no. of large constructions: 7
28Contract KSÅ-3 Open landscape, incl. 2 stations
• Civil work - EPC contract
• Contract basis: Norwegian total contract 2015 (NTK 15)
• Procurement procedure: Negotiated procedure (Konkurranse med forhandling)
• Number of pre-qualified tenderers should preferably be between 3-5
• Planned schedule
− Start prequalification Q4 2020
− Contract award Q4 2021
29KSÅ-3
• 13,3 km substructure including civil
works at two stations, Tangen and
Stange
• Excavation and handling of approx. 1
500 000 sm3 rock and soils
− Large capacity landfills close to site
• “Greenfield” areas to Sørli
• Close to existing railway from Sørli
timber- terminal
• Wildlife crossings
30KSÅ-3 Tangen station • New 4-track Tangen station, 2 tracks to platform. • Parking areas 31
KSÅ-3 Stange station • New 3- track station situated at the same place as existing Stange station • Stange station shall be at full operation during construction. • Parking, bus and taxi areas 32
SÅ-4 Open landscape 33
Contract SÅ-4 Open landscape
Preparatory
works at
KS-1 KS-2 KSÅ-3 SÅ-4 Hamar
Kleverud
Tangen Sørli Stange Åkersvika Hamar
Espa
From Stange to Åkersvika
9000 m open landscape no. of large constructions: 9
34Contract SÅ-4 Open landscape
• Civil work - EPC contract
• Contract basis: Norwegian total contract 2015 (NTK 15)
• Procurement procedure: Negotiated procedure (konkurranse med forhandling)
• Number of pre-qualified tenderers should preferably be between 3-5
• Planned schedule
− Start prequalification Q4 2020
− Contract award Q4 2021
35SÅ-4
• 9 km civil works in open landscape
• Excavation and handling of:
− approx. 680 000 sm3 rock and soils
− 72 000 sm3 of alum shale
• Large landfill at Nesten/Skjerden
• Approved landfill for disposal of alum
shale close to site
• 2 large culvert/ concrete tunnels
• Restructuring of roads
36SÅ-4 • Two large culverts/concrete tunnels • Deep cuttings in agricultural landscape 37
SÅ-4 Åkersvika and construction work • Permanent filling above existing track in Åkersvika – Ramsar area • New operational phase with temporary fillings • Restrictions in construction work during the breeding period for birds (April-May) • Permission from county governor granted before construction starts 38
Kleverud – Sørli - Åkersvika Niklas Marcussen Engineering manager Bane NOR Tender Conference June 5. 2019
KSÅ-6 & KSÅ-7 – Railway technique 40
Contract KSÅ-6 and KSÅ-7 Railway technique
Preparatory
works at
KS-1 KS-2 KSÅ-3 SÅ-4 Hamar
Kleverud
Tangen Sørli Stange Åkersvika Hamar
Espa
KSÅ-6 Tracks and OCL KSÅ-7 Power supply and Telecom
From Kleverud to Åkersvika
30 000 m railway no. of technical buildings: 19
41Contract KSÅ-6/ KSÅ-7 Railway technique
• Railway technique - Construction contract
• Engineering – Integrated team with Bane NOR employees and consulting engineers
• Contract basis construction contract: NS 8405
• Procurement procedure: Negotiated procedure
• Number of pre-qualified tenderers should preferably be between 3-5
• Planned schedule Construction contract
− Start prequalification Q3 or Q4 2021
− Contract award Q3 or Q4 2022
42KSÅ-6 Railway technique electrical power/telecom
• Power systems and installations:
− 19 technical buildings
− Two stations
− All subsystems and components
• Installation of emergency systems in the Hestnes tunnel
• High voltage cables, 22kV
• Public information systems and video surveillance
43KSÅ-7 Railway technique Tracks/OCL
Track works
• Ballasted tracks
• Installation of company provided items:
− 65 000 m of tracks
− 100 000 Sleepers
− 36 turnouts
• 300 000 m3 ballast
Overhead contact line
• Standard Bane NOR S25 overhead contact
line system
• Autotransformers
44KSÅ-5 - Engineering contract
• Engineering consultancy contract
− Engineering of railway systems
− Project support civil works
− Manpower support to integrated team, Railway technique
− Interface coordination
45Ground conditions - site investigations
• Geotechnical site investigations with
more than 500 holes drilled
along the planned track
• Kleverud-Sørli
- Good ground conditions for construction
purposes. Visible rock or thin
layers of topsoil
• Sørli-Åkersvika
- Hard moraine of varying
depth above a soft
type of rock. Stable
soils for civil works
• Focus on analysis
– soil and rock
46Ground conditions – Tangenvika • Comprehensive geotechnical site investigation program with 90 drilling points performed 2015/2016 • Stable barge ensure correct data • Use of "down-the hole” technology to verify bedrock in addition to geophysical investigation • Soil consist mud and hard moraine 47
Special conditions – Lake Mjøsa • There is a large difference between the regulated water levels in summer and winter in Lake Mjøsa. • Highest regulated water level HRV = 122.94 m • Lowest regulated water level LRV = 119.33 m • Discharge permit granted 48
Åkersvika wetland • Åkersvika is Norways first Ramsar site (1974)-one of the largest (4300 ha) and best-developed freshwater deltas in Norway. • Application for exemption from RAMSAR-regulations- Hedmark county – in good progress • Building new railway will have a footprint of 29 daa, of which 19 daa is permanent. 49
What do we think about risk
• Main principles for allocation of risk in the contract will be:
- The risk shall be carried by the party most familiar with the risk and best able to control it
- Risk allocation in the contract shall be fair (balanced) and well-defined
- Compensation format will be compiled to reflect the above
• Risk mitigation is also applied by:
- Reduced uncertainty through thorough geological and geophysical surveys
- Test pile driving in Mjøsa by contractor, to be considered
- Use of competitive dialogue for Tangenvika railway bridge
- Environmental regulations; Several permits for environmental emissions in good progress
• The compensation format will aim for neutral liquidity
50Kleverud-Sørli-Åkersvika. Contract Summary
Prequal. Q4.2019 Prequal. Q4.2019
EPC contract EPC contract Hamar
Hamar
KS-1 KS-2 Stange
Stange
Tunnel Bridge
Tangen
Tangen
Civil
Prequal. 2020 Prequal. 2020 Eidsvoll
EPC contract EPC contract
KSÅ-3 SÅ-4
Open landscape Open landscape
Incl. 2 stations
Prequal. 2021
Construction contract
Railway KSÅ-6 Tracks and OCL
systems
Construction contract
KSÅ-7 Electro and Tele
51Kleverud-Sørli- Åkersvika Dovre Line – a part of InterCity • Reduced travel time • Increased capacity • 2 new stations • Project estimated to 12 billion NOK • Opening scheduled for 2026
Kleverud-Sørli-Åkersvika
• For project information, please see
Bane NOR’s home page:
− www.banenor.no
• Project home page:
− www.banenor.no/Prosjekter/prosjekter/klev
erud-sorli/
− www.banenor.no/Prosjekter/prosjekter/dovr
ebanen/sorli-akersvika/
• Supplier contact:
− Gro-Ane.Haarklou.Westbye@banenor.no
53People to ask! Head of project Project manager Contract manager Engineering manager Manager Tunnel Geir Kvillum Gunnar Sletten Gro-Ane H. Westbye Niklas Marcussen Kjetil Bøyeie Enginering Manager land acqusition Quality advisor Manager Bridge Environ. advisor Thomas Nævestad Bjørn J. Sørum Anniken Tranberg Steinar Hognestad Trine M. Holm 54
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