Joint Rail and Road Project Ringerike Line and E16 Highway
Morten Klokkersveen, Project Director Information is correct as of 10 May 2017, but may be subject to change.
Agenda - Ringerike Line and E16 Highway
• Introduction to the project, Morten Klokkersveen, Project Director
• Section Highlights
‒ Sandvika/Jong – Sundvollen, Lise Backer, Project Manager S1
‒ Sundvollen/Høgkastet – Bymoen, Nina Rongved, Project Manager S3
‒ Bymoen – Styggedalen, Gørild Malm Kristiansen, Project Manger S4
‒ Styggedalen – Ve/Hønefoss, Ivar Olsen, Project Manager S5
• Preliminary Contract Strategy, Natalia Bakken, Head of Contracts and Procurement
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Information is correct as of 10 May 2017, but may be subject to change.
Ringerike Line and E16 Highway Introduction to the project
• Project Scope and Schedule
• Progress to date and activities going forward
• Presentation of Model
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Ringerike Line and E16 Highway Organisation
4 sections during planning and engineering
• Sandvika – Sundvollen, Lise Backer, Project Manager S1
• Sundvollen/Høgkastet – Bymoen, Nina Rongved, Project Manager S3
• Bymoen – Styggedalen, Gørild Malm Kristiansen, Project Manger S4
• Styggedalen – Ve/Hønefoss, Ivar Olsen, Project Manager S5
4 technical and commercial departments
• Railway and Road engineering and construction, Terje A. Vik
• Public planning and relations, Knut Sørgaard
• Contracts and procurement, Natalia Bakken
• Economics and project control, Hilde Bekier-Larssen
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Ringerike Line and E16 Highway Full digital engineering (BIM) – NO drawings
Illustration: Jernbaneverket Based on a figure in British Government BIM Strategy
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Section 1, Sandvika/Jong- Sundvollen Ringerike Line and E16 Highway
Lise Backer, Project Manager Information is correct as of 10 May 2017, but may be subject to change.
Sandvika/Jong – Sundvollen Highlights Section 1
• 23 km double track Railway Tunnel • Total cross section 180 m2 • Total muck production 8,0 mill. m3 • 400.000 truck loads • Crosses under valuable forest area • Overburden up to 350m • Connecting to excising tunnel at Jong
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Section 1 Jong - Sundvollen
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Tunnel concept
Two tunnel tubes; one double track tunnel with a parallel escape and service tunnel
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Connection to existing Tanum tunnel at Jong
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Firefighting point
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Geological cross section
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Section 3 Høgkastet/Sundvollen-Bymoen Ringerike Line and E16 Highway
Nina Rongved, Project Manager Information is correct as of 10 May 2017, but may be subject to change.
Section 3 Høgkastet/Sundvollen - Bymoen
. 3
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Høgkastet/Sundvollen - Bymoen
1. 1. Tunnels with low overburden/soil through urban areas (cut and cover)
2. Crossing of the lake Tyrifjorden with a highway bridge .
3. Railway station at Sundvollen including city and hub 3 development 2.
3.
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change. Tunnels with low overburden/soil through urban areas
• As premises for the project, rail and road should pass in tunnels under the village of Vik • There will be three separate tunnels of approximately 3,2 km each, partly constructed in rock and partly in soil
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change. Tunnels with low overburden/soil through urban areas
• The geology between Kroksund and Bymoen consists mainly of interlayered shales, sandstones and limestones
• Large parts are covered by marine deposits of various depths. Site investigations have revealed soil conditions consisting of either silty clay or sand with layers of clay and silt underneath a dry crust of clay. There are also local inclusions of quick clay throughout the area. 3 areas are covered by thick soil deposits varying between 20 and 43 m
Soil area 2 Soil area 1
Soil area 0
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change. Tunnels with low overburden/soil through urban areas
• In the two northern areas with complex ground conditions, where the areas are covered by thick soil deposits, technical good solutions will be of great importance
• Optimal solutions proposed by the suppliers may be considered
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change. Crossing of the lake Tyrifjorden with a highway bridge
• 640 m 4-line highway bridge • Intersection at Elstangen with bridges and roundabouts for local roads and pedestrians
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change. Railway station at Sundvollen including city and hub development
The following principles are the bases for the recommendation of location, including design of the station: • Platform and tracks to be 10 m above the normal water level in the lake • Public transportation hub at the same height level as today's E16 • 5 meters spacing between railway bridge and ground level to secure free movements below the railroad
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change. Railway station at Sundvollen including city and hub development
• Railway station with platforms, public room, stairs, elevators etc. • 1 000 000 m3 rock fillings in the lake Tyrifjorden • 770 m railway bridge
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Section 4 Bymoen-Styggedalen Ringerike Line and E16 Highway
Gørild Malm Kristiansen, Project Manager Information is correct as of 10 May 2017, but may be subject to change.
Section 4 Bymoen - Styggedalen
Crossing unique wetlands and high value nature resorts
Protected areas by national and international laws
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Bymoen - Styggedalen Styggedalen
• 8 km of joint line for Rail- and Highway • Many cuts and embankments Prestemoen • In total up to 2,3 km bridges of variable sizes • Challenging geotechnical conditions Mælingen
• 2 highway intersections at Helgelandsmoen Helgelandsmoen and Styggedalen
Bymoen
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Bymoen – Helgelandsmoen • 1 km cut • Bridges • 2 km embankments • Pre-load in order to consolidate existing ground • Highway intersection
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Bridge over Storelva (samples for illustration only)
Main characteristics: • Untouched river and riverbanks • 145 m minimum span • 8 m clearance to river
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Alternative 1: 2 bridges in combination with 600 m embankment over Mælingen Challenging ground conditions. Typically 70-130 m soil depth to solid rock.
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Alternative 2: One long bridge over Mælingen Challenging ground conditions. Typically 70-130 m soil depth to solid rock.
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change. Prestemoen - Styggedalen
• Terrain with some crossing ravines
• Highway intersection
• Ground improvement with lime columns at Korsdalen
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Preliminary key figures
Constructions (highway and railway) • Bridge with 145 m span over Storelva • Bridges across Mælingen ‒ Alt. 1: 450 m + 900 m ‒ Alt. 2: 1760 m
• Estimated concrete volumes for section 4 ‒ Alt 1: 100 000 m³ ‒ Alt 2 : 140 000 m³
Substructures (highway and railway) • 2 400 000 pam³ transfer of rock from the tunnels
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Section 5 Styggedalen-Ve/Hønefoss Ringerike Line and E16 Highway
Ivar Olsen, Project Manager Information is correct as of 10 May 2017, but may be subject to change.
Section 5 Styggedalen - Ve/Hønefoss
• Complete rebuild of Hønefoss railway station
• Train parking for up to 8 x 220 m trains
• New Highway from Styggedalen to Ve
• New intersection at Ve
• Approximately 15 constructions where 4 concrete tunnels is longer than 200 m
• 2 mill m³ of mass deficit. Tunnel masses are expected to be used
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Section 5 Styggedalen - Ve/Hønefoss
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Section 5 Styggedalen - Ve/Hønefoss
• Technically a challenging section. Rail traffic must go continuously through the entire construction period
• Traffic on existing E16 shall be maintained throughout the construction period
• Execution in serval phases will be necessary to maintain rail and road traffic during the construction period
• Large areas are covered by marine deposits of various depths. Typically 50-100 m to solid rock
• Soil consists of either silty clay or sand with layers of clay and silt underneath a dry crust of clay
• Local inclusions of quick clay throughout the area
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Hønefoss Station
• 4 tracks to platform, 2 x 350 m platforms
• Parking for commuters
• Lowering of station square to 6 meters below today's level with tunnels to platforms
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Storskjæringa
• 400 m concrete tunnel in cut with backfill in area with low geotechnical stability
• Storskjæringa should be closed during the construction period, due to the low geotechnical stability
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Styggedalen
• Traffic junction with 3 concrete tunnels • E16 in continuous operation throughout the construction period • Randsfjordbanen in continuous operation throughout the construction period (some short breaks allowed) • Exit track from Ringeriksbanen to Randsfjordbanen • Exit track from Bergensbanen to Randsfjordbanen
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Quick clay
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Preliminary Contract Strategy Ringerike Line and E16 Highway
Natalia Bakken, Head of Contracts and Procurement Information is correct as of 10 May 2017, but may be subject to change. Ringerike Line and E16 Highway – Norway’s largest infrastructure project Definingmost important an optimal contract risk elements strategy in the project?
• Norway’s largest infrastructure project
A strategy that • considers the most important opportunities and risk elements in the project and leaves them where they can be efficiently challenged and controlled • supports the overall project goals and gives Bane NOR most value for money • takes the capability and capacity of the most competent suppliers into account
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Preliminary Contract Strategy
• More railway and road for money
• Prequalification of 3-5 suppliers per contract • Invitation to tender for Competition with negotiations
• EPC Contracts for Railway Substructures and Highways divided by route sections • Contract structure for Railway Superstructure and Railway Technics to be determined
• Innovation and solution improvements will be welcomed
• Contract’s format based on NTK15 as implemented for infrastructure projects by Bane NOR • Tender documents in Norwegian and English
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Preliminary Contract Strategy Preliminary Key Dates
Contracts for preparatory works: • Prequalification, bidding and evaluation: 3-4 Q 2019 • Contract Award: 1 Q 2020 • Construction start preparatory works: 2020
Main Contracts for Railway Substructures, Highways and Railway Techniques: • Prequalification: 3-4 Q 2019 • ITT: 1 Q 2020 • Contract Award: 4 Q 2020 • Construction start main contracts: 2021 and 2022
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Information is correct as of 10 May 2017, but may be subject to change.
Preliminary Contract Strategy Prerequisites for main contract works
• Engineering, Procurement and Construction (EPC) capabilities with proven track records within the scope of work • Financial strength and proven execution capability • Demonstrate good understanding of local geological conditions (i.e. quick clay) • Good records for HSEQ and CSR • Model based engineering and construction capability
FELLESPROSJEKTET RINGERIKSBANEN OG E16 Ringerike Line and E16 Highway
For project information, please see: Bane NOR’s home page: www.banenor.no Project home page: www.banenor.no/RingeriksbanenE16
Supplier contact: [email protected]
FELLESPROSJEKTET RINGERIKSBANEN OG E16