Kleverud-Srli-kersvika Stine Ilebrekke Undrum Project Director - - PowerPoint PPT Presentation

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Kleverud-Srli-kersvika Stine Ilebrekke Undrum Project Director - - PowerPoint PPT Presentation

The Dovre Line: Kleverud-Srli-kersvika 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


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The Dovre Line:

Kleverud-Sørli-Åkersvika

Stine Ilebrekke Undrum Project Director

Bane NOR Tender Conference June 5. 2019

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  • 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

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Important HSE principles for Bane NOR

Everybody safely home

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SLIDE 5

Infrastructure Construction Division

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Infrastrucure Construction Einar Kilde New Oslo-tunnel Anne Siri Haugen Folloline Per David Borenstein Ringerikeline/ E16 Morten Klokkersveen West/Mid Hans-Egil Larsen Vestfoldline Lars A Tangerås East (Østfoldline & Dovreline) Stine I Undrum Project 2020 Brede Nermoen Plan & Portfolio Elsebeth A Bakke Contract & Market Henning Scheel Safety & Quality Vigdis Bjørlo Finance & projectcontrol Birger Steffensen HR Gry Jødestøl Technique & Concept Trude Anke Communication Cecilie Melland

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East – Østfold Line & Dovre Line

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Project director Stine Ilebrekke Undrum Venjar – Langset Rønnaug-Ingeborg Resset Kleverud – Sørli – Åkersvika Geir H Kvillum Planprojects Dovreline Lars Eide Sandbukta – Moss – Såstad Jarle Rasmussen Planprojects Østfoldline Elisabeth Nordli Dep. Project director Per B Vilnes Projectcontrol Tor-A Holst Larsen Contract & strategy Karin Kaasen Safety & Quality Bente Gamst Hornnæs Communication TBN HR Arild Sæthre

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Construction Projects Dovre Line

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InterCity-projects

  • n Dovre Line

1:23 1:23 (2:14)

Oslo-Lillehammer

0:55 0:55 (1:23)

Oslo-Hamar

0:37 0:37 (1:23)

Oslo-Hamar

1:00 1:00 (1:28)

Oslo-Tønsberg

1:30 1:30 (2:45)

Oslo-Porsgrunn

0:45 0:45 (1:08)

Oslo-Fredrikstad

1:08 1:08 (1:45)

Oslo-Halden

  • Venjar-Langset 2023
  • Kleverud-Sørli 2026
  • Sørli-Åkersvika 2026
  • Brumunddal-Moelv 2030
  • Hamar-Brumunddal 2032
  • Moelv-Lillehammer 2034
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SLIDE 9
  • Kleverud-Sørli

− Preparatory work ongoing − Preparation of invitation to tenders − Start pre-qualification of two first main contracts autumn 2019 − Contract award first Main Contract late 2020

  • Sørli-Åkersvika

− Zoning plan expected to be approved late 2019 − Start pre-qualifications of contracts late 2020 − Contract award remaining contract 2021/2022

Project status

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Hestnes Tunnel (3 km) Tangenvika Bridge (1 km) Tangen Railway Station Sørli Timber Terminal Stange Railway Station Åkersvika Wetland Area

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Project summary

Oslo S

Eidsvoll Oslo Airport Lillestrøm Tangen Stange Hamar Brumunddal Moelv Lillehammer Sørli Jessnes

Hamar Converter Sørli-Åkersvika Kleverud-Sørli

Langset Kleverud Venjar

  • Facts and numbers

− 30 km new double track railway from Kleverud to Åkersvika − The Hestnes Tunnel 3,1 km − Tangenvika Railway Bridge 1,07 km − Construction of a new railway station at Tangen − Rebuild of existing railway station at Stange − Åkersvika Wetland − 21 other large constructions − Tracks and catenary. Railway technique − Designed for a max speed of 250 km/h

  • Planned government funding

− Kleverud-Sørli 2020 including Hamar Converter station − Sørli-Åkersvika 2021

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Kleverud – Sørli - Åkersvika

Geir Kvillum Head of Project

Bane NOR Tender Conference June 5. 2019

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InterCity-projects

  • n Dovre Line

1:23 1:23 (2:14)

Oslo-Lillehammer

0:55 0:55 (1:23)

Oslo-Hamar

0:37 0:37 (1:23)

Oslo-Hamar

1:00 1:00 (1:28)

Oslo-Tønsberg

1:30 1:30 (2:45)

Oslo-Porsgrunn

0:45 0:45 (1:08)

Oslo-Fredrikstad

1:08 1:08 (1:45)

Oslo-Halden

  • Venjar-Langset 2023
  • Kleverud-Sørli 2026
  • Sørli-Åkersvika 2026
  • Brumunddal-Moelv 2030
  • Hamar-Brumunddal 2032
  • Moelv-Lillehammer 2034
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Contract structure

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Procurement plan

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KS-1 The Hestnes tunnel

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Contract KS-1 The Hestnes tunnel

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KS-1 KS-2 KSÅ-3 SÅ-4

Preparatory works at Hamar

Tangen Sørli Stange Åkersvika Hamar Kleverud Espa

1200 m open landscape 3100 m rock tunnel no. of large constructions: 3 From Kleverud to Espa

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Contract KS-1 The Hestnes tunnel

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  • 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

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KS-1 Civil works

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  • Handling of excavated rock:

− 130 000 m3 fillings in lake Mjøsa − Surplus of rock being transported to Sørli

  • Bridge over stream Labbelva
  • 4 technical buildings
  • 2 access tunnels, total length 850m
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  • 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

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KS-1 Hestnes tunnel

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KS-2 Tangenvika railway bridge

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Contract KS-2 Tangenvika railway bridge

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KS-1 KS-2 KSÅ-3 SÅ-4

Preparatory works at Hamar

Tangen Sørli Stange Åkersvika Hamar Kleverud Espa

1800 m open landscape 1070 m bridge no. of large constructions: 2 From Espa to Furnesbakken

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Contract KS-2 Tangenvika railway bridge

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  • 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

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  • 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

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KS-2 Tangenvika railway bridge

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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

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KSÅ-3 Open landscape, incl. 2 stations

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Contract KSÅ-3 Open landscape, incl. 2 stations

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KS-1 KS-2 KSÅ-3 SÅ-4

Preparatory works at Hamar

Tangen Sørli Stange Åkersvika Hamar Kleverud Espa

13 250 m open landscape 2 stations

  • no. of large constructions: 7

From Furnesbakken to Stange including Stange station

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Contract KSÅ-3 Open landscape, incl. 2 stations

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  • 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

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  • 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

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KSÅ-3

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SLIDE 31
  • New 4-track

Tangen station, 2 tracks to platform.

  • Parking areas

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KSÅ-3 Tangen station

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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

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SÅ-4 Open landscape

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Contract SÅ-4 Open landscape

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KS-1 KS-2 KSÅ-3 SÅ-4

Preparatory works at Hamar

Tangen Sørli Stange Åkersvika Hamar Kleverud Espa

9000 m open landscape

  • no. of large constructions: 9

From Stange to Åkersvika

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Contract SÅ-4 Open landscape

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  • 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

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  • 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

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SÅ-4

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SÅ-4

  • Two large culverts/concrete tunnels
  • Deep cuttings in agricultural landscape

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SÅ-4 Åkersvika and construction work

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  • 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

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Kleverud – Sørli - Åkersvika

Niklas Marcussen Engineering manager

Bane NOR Tender Conference June 5. 2019

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KSÅ-6 & KSÅ-7 – Railway technique

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Contract KSÅ-6 and KSÅ-7 Railway technique

KS-1 KS-2 KSÅ-3 SÅ-4

Preparatory works at Hamar

Tangen Sørli Stange Åkersvika Hamar Kleverud 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

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Contract KSÅ-6/ KSÅ-7 Railway technique

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  • 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

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  • 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

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KSÅ-6 Railway technique electrical power/telecom

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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

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KSÅ-7 Railway technique Tracks/OCL

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KSÅ-5 - Engineering contract

  • Engineering consultancy contract

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

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Ground conditions - site investigations

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  • 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

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  • 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

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Ground conditions – Tangenvika

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  • 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

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Special conditions – Lake Mjøsa

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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.

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  • 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

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What do we think about risk

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Kleverud-Sørli-Åkersvika. Contract Summary

51 EPC contract KS-1 Tunnel

  • Prequal. Q4.2019

EPC contract KS-2 Bridge

  • Prequal. Q4.2019

EPC contract SÅ-4 Open landscape

  • Prequal. 2020

EPC contract KSÅ-3 Open landscape

  • Incl. 2 stations
  • Prequal. 2020

Civil Railway systems

  • Prequal. 2021

Construction contract KSÅ-6 Tracks and OCL Construction contract KSÅ-7 Electro and Tele

Tangen Stange Hamar Tangen Stange Hamar Eidsvoll

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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
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  • 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

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Kleverud-Sørli-Åkersvika

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SLIDE 54

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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