Kleverud-Sørli-Åkersvika

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) Hans-Egil Larsen Lars A Tangerås Anne Siri Haugen Borenstein Klokkersveen 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 Lillestrøm − Sørli-Åkersvika 2021 Oslo S

10 Kleverud – 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

Contract 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

18 Contract 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

19 KS-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

20 KS-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

21 KS-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

23 Contract 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

24 KS-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

28 Contract 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

29 KSÅ-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

30 KSÅ-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

34 Contract SÅ-4 Open landscape

• Planned schedule − Start prequalification Q4 2020 − Contract award Q4 2021

35 SÅ-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

36 SÅ-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

41 Contract 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

42 KSÅ-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

43 KSÅ-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

44 KSÅ-5 - Engineering contract

• Engineering consultancy contract − Engineering of railway systems − Project support civil works − Manpower support to integrated team, Railway technique − Interface coordination

45 Ground 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

46 Ground 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

50 Kleverud-Sørli-Åkersvika. Contract Summary

Prequal. Q4.2019 Prequal. Q4.2019

Hamar EPC contract EPC contract Hamar KS-1 KS-2 StangeStange Tunnel Bridge TangenTangen

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

51 Kleverud-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: − [email protected]

53 People 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