joint rail and road project ringerike line and e16 highway€¦ · ringerike line and e16 highway...
TRANSCRIPT
Joint Rail and Road Project Ringerike Line and E16 Highway Morten Klokkersveen, Project Director
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Ringerike Line and E16 Highway
Introduction to the project
• Project Scope and Schedule
• Progress to date and activities going forward
• Presentation of Model
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Ringerike Line and E16 Highway
Full digital engineering (BIM) – NO drawings
Illustration: Jernbaneverket
Based on a figure in British Government BIM Strategy
Information is correct as of 10 May 2017, but may be subject to change.
Section 1, Sandvika/Jong-Sundvollen Ringerike Line and E16 Highway
Lise Backer, Project Manager
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Section 1 Jong - Sundvollen
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Tunnel concept Two tunnel tubes; one double track tunnel with a parallel escape and service tunnel
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Connection to existing Tanum tunnel at Jong
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Firefighting point
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Geological cross section
Information is correct as of 10 May 2017, but may be subject to change.
Section 3 Høgkastet/Sundvollen-Bymoen Ringerike Line and E16 Highway
Nina Rongved, Project Manager
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Section 3
Høgkastet/Sundvollen - Bymoen
. 3
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Høgkastet/Sundvollen - Bymoen
3
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 development
.
1.
2.
3.
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Tunnels with low overburden/soil through urban areas
Soil area 2 Soil area 1
Soil area 0
• 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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
Section 4 Bymoen-Styggedalen Ringerike Line and E16 Highway
Gørild Malm Kristiansen, Project Manager
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Section 4 Bymoen - Styggedalen
Crossing unique
wetlands and high value nature resorts
Protected areas by national and international laws
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Bymoen - Styggedalen • 8 km of joint line for Rail- and
Highway
• Many cuts and embankments
• In total up to 2,3 km bridges of variable sizes
• Challenging geotechnical conditions
• 2 highway intersections at Helgelandsmoen and Styggedalen
Styggedalen
Prestemoen
Mælingen
Helgelandsmoen
Bymoen
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
• 1 km cut • Bridges • 2 km embankments • Pre-load in order to
consolidate existing ground
• Highway intersection
Bymoen – Helgelandsmoen
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
Prestemoen - Styggedalen
• Terrain with some crossing ravines
• Highway intersection
• Ground improvement with lime columns at Korsdalen
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
Section 5 Styggedalen-Ve/Hønefoss Ringerike Line and E16 Highway
Ivar Olsen, Project Manager
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Section 5 Styggedalen - Ve/Hønefoss
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
Quick clay
Information is correct as of 10 May 2017, but may be subject to change.
Preliminary Contract Strategy Ringerike Line and E16 Highway
Natalia Bakken, Head of Contracts and Procurement
FELLESPROSJEKTET RINGERIKSBANEN OG E16
most important risk elements in the project?
• Norway’s largest infrastructure project
Ringerike Line and E16 Highway – Norway’s largest infrastructure project Defining an optimal contract strategy
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
FELLESPROSJEKTET RINGERIKSBANEN OG E16
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
Information is correct as of 10 May 2017, but may be subject to change.
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]