Ringerike Line and E16 Highway Morten Klokkersveen, Project Director - - PowerPoint PPT Presentation

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
• f 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
• peration 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: bjorn.einar.bjordal@banenor.no