January 2009

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JANUARY 2009

tunnelstunnellingI N T E R N A T I O N A L&

LEIPZIG: FINAL BREAKTHROUGH AT THE CITY TUNNEL.

H E R R E N K N E C H T A G | U T I L I T Y T U N N E L L I N G | T R A F F I C T U N N E L L I N G G E R M A N Y

46

.08

E

Herrenknecht AG D-77963 SchwanauPhone + 49 7824 302-0Fax + 49 7824 [email protected]

www.herrenknecht.com

After 21 months, five intermediate breakthroughs and a total of 2,489 meters of tunnelling, the City Tunnel of Leipzig has been successfully excavated. The Herrenknecht tunnel boring machine “Leonie” – a Mixshield with a diameter of exactly 9 meters – reached the target shaft on October 31, 2008. The 1,782 meter long twin tube City Tunnel which connects the two terminal stations, Leipzig Main Station and Bavarian Station, underground, is among the largest inner city infrastructure projects in Europe.

In order to guarantee safe tunnelling in the densely built-up Leipzig city center, the Mixshield was equipped with the seismic pre-exploration system SSP (Sonic Softground Probing). This means that boulders and other obstacles in the path of the TBM can be recog-nized promptly and the necessary dispositions can be arranged for. We congratulate the en-tire tunnelling team, the “ARGE Tunnel- und Ingenieurbau Leipzig Los B” as well as all other parties involved in the project for this magnificent success.

PROJECT DATA

S-326, MixshieldDiameter: 9,000mmInstalled power: 880kWTunnel length: 2,489mGeology: clay, river gravel, sand, sandstone, monoliths

CONTRACTOR

ARGE Tunnel- und Ingenieurbau Leipzig Los B (STRABAG AG, Alpine-Bau Deutsch-land GmbH, Dywidag Bau GmbH, Oevermann GmbH & Co. KG)

L E I P Z I G | G E R M A N Y

IFCtun0109 26/1/09 11:24 Page IFC1

3 COMMENT

4 WORLD NEWS

10 BUSINESS NEWS

14 CONSULTING ENGINEERS LISTINGS2009 World Profile of Consulting EngineersComprehensive A-Z company listings,detailing current and recently completedtunnelling projects.

34 CONTRACTORS LISTINGS2009 World Profile of ContractorsComprehensive A-Z company listings,detailing current and recently completedtunnelling projects.

47 CLASSIFIED ADVERTISEMENTS

49 DATES & EVENTS

WORLD PROFILE

ContentsWEB ADDRESSwww.tunnelsonline.info

CONVERSIONS

US$1.00

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£0.72

FRONT COVER:Montage of diagrams,

selected from recent sitereports and technical

articles. Artwork byT&TI’s in-house

technical illustrator,Nick Stenning.

7

COMMENT

W elcome again to T&TI’s yearlyWorld Profile of TunnellingContractors & Consulting

Engineers. Once again we’ve had an encour-aging response from all corners of the world,all the more pleasing when considering we’rein the throws of one of the most cripplingglobal recessions in recent history. Hopefullyby now you’ve come to terms as best youcan with the current economic cli-mate and adjusted your plans for2009 accordingly.

Here at T&TI we’ve noticed animportant pattern emerging. Somecompanies are understandablybattoning down the hatches andcutting spending across the board.But others are actually investingmore. Here’s the basic divide. Thecompanies spending less seem tobe the larger multi-disciplinarycivil/mining/ construction compa-nies, whose tunnelling division maymake up a small yet effective sec-tion of the umbrella organisation.The larger spend is coming fromthose companies who specialisealmost purely in tunnelling.

This in no small way backs up the argu-ment that tunnelling may well be as reces-sion proof as any industry can be. As thelarger companies cut across the board, theymay be missing the important point thatinvesting in their smaller more robust depart-ments, such as tunnelling, could well helpsee them through tough times. Just becausegeneral construction is hitting the skids, aswe’re seeing in cities such a Dubai, it doesn’tmean civil engineering is being put entirelyon the shelf. For those larger organisations, Iwould urge you to look to the undergroundsector, as it would seem to be in pretty goodhealth. For the rest, carry on the good workand try to make the best of the currentdownturn. You are better placed than most!

Tris Thomas

NFM TBMs are heavilyinvolved at Shenzhen

5Celebrations takeplace in Brisbane

4 Tunnels & Tunnelling International JANUARY 2009

WORLD NEWS

Latest news & archive - www.tunnelsonline.info

T he seventh element of theBusan-Geoje immersed tubewas placed on the seabed

off the South Korean coast thismonth. It is the second offshoreseason in construction of the3,240m long tunnel, and placement

the immersed tube is more thanone-third complete.

Last month South Koreancontractor Daewoo E&Csuccessfully placed the sixthelement in the channel betweenGaduk and Jungjuk islands. Afterthis month’s success, it plans toplace another four elements in thecurrent season. In the first seasonthe JV placed four elements.

Given the harsh offshoreconditions in the area, thecontractor has to wait for waveheights of no more than 0.4m forthe four-day operation to immersean element. It is being assisted byspecialist forecaster Nowcasting ofthe Netherlands.

The immersed tube is be builtfrom 18 elements – 16 ordinaryelements of 180m length (made of8 x 22.5m long sections) andweighing 48,000t, and two specialelements. The elements are beingplaced at depths of about 15m-50m in the open sea channel.

The tunnel has two cells for two-lane traffic plus emergency lanes,and the external dimensions of themajority of the tunnel elements areapproximately 26.5m wide by 10mhigh. Walls are 1m thick.

Precasting the first four elementstook about 11 months, the next fourwere done three months faster andthe remaining batches are targetedto be built in seven months (T&TI,

November 2008, p34-37).The third winter/spring will see

the last seven elements placed.The full tunnel is 3,664m long,

including cut and cover portalstretches at either end, and theentire link – including two cablestayed bridges – is 8.2km long. Thelink, being developed through PPPby a consortium of local contractorsled by Daewoo E&C, is scheduledto be completed in 2010. The JV -GK Fixed Link Corp - has a 40-yearconcession for the toll crossing.

The tunnel is Daewoo’s firstimmersed tube and it worked withCowi on the design and also Dutchsubcontractors. A JV of Halcrowand Tunnel Engineering Consultants(TEC) is technical adviser,particularly on casting operations toensure watertightness at theunprecedented depth for aconcrete immersed tube. Full crosssections are cast in one process.

The elements have pontoonsand computerised winches tocontrol the rate of descent asballast tanks are flooded. Specialcollars with an external positioningsystem and jacks ease theelements together in the trench.

Metro tunnelling work inGreece is shifting focus with

the final breakthrough on the Line 2extension in Athens metro andmain excavation getting underwayon the Thessaloniki subway.

Completion of Line 2 tunnellingwas marked by hole through lastmonth at Aghios Dimitros station,which saw the 5.5km long singletube, double-track extension tie-into the existing network after 4.6kmof boring.

A refurbished and adaptedHerrenknecht shield was employedon the drive and operated by Seli,which is in the JV subcontractorwith Aegek, Aktor and J&P-Avax.Main contractor is a JV of Aktor,Vinci and Siemens. The developeris Attiko Metro.

Geology comprised soft to

medium soft strata, including riverdeposits, sandy clay, schist andsome limestone at the end. Theshield was run in EPB mode atdepths of 15m-30m, placing 1.5mlong rings of 9.18m o.d. and350mm thickness, and progresswas up to 15m per day. However,archaeological finds have delayedcompletion of the overall project bysome months to early 2010 (T&TI,October 2008, p8).

As main tunnelling ends inAthens, excavation has just startedgetting in Thessaloniki for a 7.7kmlong twin tube metro line with 13stations. Two 6.12m diameterHerrenknecht EPBMs will be usedto bore 5.3m i.d. tunnels eastwardthrough clay, sandy clay and sand,and spots of very weak ground,with cover of up to 28m in the

historic city.Seli and lead contractor in the

construction JV, Aegek, areexecuting the tunnelling worksunder a subcontract. Their JVpartners are Impregilo, AnsaldoTrasporti and Ansaldo Breda.

The country’s metro focus,however, will not remain solely onThessaloniki. The Government ispreparing to extend Line 3 inAthens out to Piraeus, and abudget of US$682M is assigned.

The 7.6km long underground linewill have six stations – AghiaVarvara, Korydallos, Nikea,Maniatika, Piraeus and DimotikoTheatro.

Shield drives will be used for6.5km of Line 3, and excavation willalso involve 10 shafts. Deadline forexpressions of interest is 30January. The competition was re-launched following major delays toprocurement last year when biddersbattled to block one another.

Greece drivesmetro advances

Right: Casting underway ofsections to form immersedtube elements in South Korea

S Korea tube extends

Final TBM holethrough for Line 2extension ofAthens metro

WORLD NEWS

JANUARY 2009 Tunnels & Tunnelling International 5Latest news & archive - www.tunnelsonline.info

T he twin TBMs driving theparallel bores for the North-South bypass in Brisbane

achieved intermediatebreakthroughs in quick successionin December and early this month,and they are on schedule tocomplete the tubes by mid year.

Driving south from Bowen Hillsbelow Brisbane river to KangarooPoint, which is nearly 60% alongthe tunnel alignment, the 12.34mdiameter Herrenknecht TBMs eachhave another 1.5km to bore beforeterminating at Woolloongabba.

The double shield grippers –“Florence” and “Matilda” -

completed their 2.5km drives ofthe Clem Jones Tunnel (CLEM7)section of the bypass in ninemonths and 13 months,respectively. The TBMs are eachdriving 4.3km lengths, or 90% ofthe main tunnels, with covervarying from 6m-30m. Geologyalong the alignment comprisesmainly tuff (80MPa-150MPa)

RiverCity Motorway is buildingthe 6.8km long North-SouthBypass under a concession.Construction work is beingundertaken under a fixed time,fixed price design and construct(D&C) contract by LBB JV, a

partnership of LeightonContractors, BaulderstoneHornibrook and Bilfinger Berger.

LBB JV’s project director, AdamHudson, said: ‘We remain on trackto complete all tunnel excavationin the first half of 2009.’

Tunnelling works have also seena great deal of access, link andsome main tube excavations byseven roadheader on the project.The roadheaders began workalmost two years ago and thebores are almost complete (T&TI,July 2008, p25-27).

More than half the 60 crosspassages and substation passages

have been excavated. Fit-out ofthe tunnels began in August lastyear and is proceeding apace.While Bilfinger designed thesegmentally lined tunnels, principaldesign work on the scheme wasdone by a JV of Maunsell andParsons Brinckerhoff.

However, despite successes,Leighton group has reviewed thevalue of its equity stakes in anumber of transport schemes,such as RiverCity, due to theglobal financial crisis. Writedownshave been taken on a number ofinvestments, including in thebypass project (see p10).

The bored tunnel option toreplace the central waterfront

section of Seattle’s Alaskan Wayviaduct and seawall has wonbacking by state and local politicalleaders in the latest twist in thesaga but their recommendation willneed legislative approvals.

Backing for the approximately2.7km long twin tube tunnel cameas a surprise as the option hadbeen left on the sidelines in themost recent cost analysis, whichlate last year produced a shortlist ofonly two surface alternatives.

Construction of the tunnel is tobegin in 2011 and the completedlink be opened in 2015. The optionis the longest construction period(5.5 years for major works) but,

critically, it was the least disruptiveoverall for the city and businessesalthough its impact is on par withother options at the waterfront.

Deep tunnelling would alsoallow more flexibility in thedemolition schedule for theviaduct. In addition, the authoritiescited environmental benefits, andimproving bored tunnellingtechnology and economics, ashaving been important to theirpreference for the tunnel option.

The estimated total cost of thebored tunnel and associatedimprovements works to improvethe streets, waterfront and transit,and also for the cost ofdemolishing the viaduct on theSR99, is approximately US$4.24bn.

The cost to the state isestimated at US$2.82bn for thedemolition, tunnel boring andsome road works. King County isto cover US$190M and US$15M inannual costs related to transitservices, and City of Seattle’sbudget contribution is US$937Mfor utility works, constructing apromenade, introducing a steetcarand other city improvements. Acontribution of US$300M is alsodue from the Port of Seattle.

Following failure to decide on areplacement option in 2007, afresh analysis of some original andadjusted concepts (including asmaller bored tunnel) was done of13 months. Eight surface andtunnel options were studied with

the aim this time to see how thecity’s overall transport andeconomy could be improved, notonly replace the viaduct andseawall.

All three tunnel options Thestudy, however, dropped all tunneloptions (including two cut andcover), although there were meritscited for the bored tunnel.

The eight “core” options for thereplacement works on SR 99 onthe central waterfront were threesurface alternatives (US$800M-US$900M), two elevated(US$1.6bn and US$2.2bn) andthree underground (US$1.9bn-US$3.5bn).

In the early 1990s, the viaductsuffered seismic damage.

U-turn on Seattle’s Alaskan Way bore

Double breakthroughfor Brisbane bypass

The TBMs driving the NS bypassin Brisbane have achievedintermediate breakthroughs

PROJECT MANAGEMENTOPERATOR TRAININGTUNNELLING TECHNICAL SERVICES SITE MANAGEMENT SERVICES

Providing our clients with a complete support system, from conception to completion

006tun0109 26/1/09 11:30 Page 6

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JANUARY 2009 Tunnels & Tunnelling International 7Latest news & archive - www.tunnelsonline.info

W ith multiple metro linesunder development,Shenzhen – on the

border of mainland China, next toHong Kong – saw three NFMTechnologies’ shields commenceexcavation on Line 3 in the last twomonths, and a Lovat TBM is dueon site in March.

In total, NFM is to supply 12shields, each 6.28m diameter, forthe expansion of the city’s metronetwork. At present, Shenzhen hastwo lines in operation – Line 1 andLine 4, which began service at theend of 2004. The city, inGuangdong province, plans tohave its major expansionprogramme competed by 2011.

The first shield was launched inNovember to excavate the 2,535mof twin tube tunnel in Line 3

between Hong Ling station andLao Jie station, which is to be akey interchange with existing Line1. The latter station is also ademarcation point for the east-west split of Line 3, and the shieldis working at the beginning of thewest side.

On the east side, the secondand third stations, Cui Zhu andTian Bei, will be linked by parallel2,400m long bores excavated bythe second NFM shield. BeyondTian Bei lies the fourth station inthe east section, Shui Bei, and theNFM shield launched last monthwill undertake 1,085m ofexcavation to link them.

Of the nine other TBMs the

company will supply to the city,one EPBM is currently beingassembled on site for excavationworks on the extension of Line 2.The other eight machines arebeing factory assembled fordelivery to various sites in the citynext year.

Lovat is supplying an EPBM(RME246SE Series 24700) to themetro project, and this follows its

recent delivery of a 6.3m diameterEPBM to the same contractor –China Railway Tunnel Group(CRTG) – for work on subwayexcavation in Guangzhou, inGuangdong. The latter TBM(RME246SE Series 24600) isscheduled to start driving a2,500m long bore in mixedconditions below groundwaterlevel from the end of this month.

Shanghai Tunnel EngineeringCorp (STEC) last month

launched its first large diameterslurry shield to bore a tube besidethe existing DaPu Road tunnelbelow the river Huangpo inShanghai.

The 11.22m diameter TBM willdrive a tunnel approximately 3kmlong tunnel below the riverHuangpo. Expanding the capacityof the strategic road link isimportant to the success of thecity in hosting World Expo 2010.

The TBM research anddevelopment was carried out inhouse by STEC under the projectcode “863”, the company said,adding that it holds full intellectualproperty rights to the shield.

STEC added that its work also

proved that there was theproduction capability ofmanufacturing such shields withsynchronised grouting capability,segment erection, slurry systemsand electro-mechanical controls.

The Huangpo drainsnorthwards to the Yangtze river, itsmouth close to where the locationof the Pudong side of the majorbridge and tunnel scheme beingbuilt over the river via Changxingand Chongming islands.

Between Pudong andChangxing Island, a JV of STECand Bouygues recently completedparallel bores using twinHerrenknecht TBMs which, at15.43m diameter, are the largestever shields used on a project(T&TI, October 2008, p7).

STEC launchesown large TBM

TBMs for Shenzhen,Guangzhou metros

Right: NFM TBMs are heavilyinvolved at Shenzhen metro

Excavation on North ShoreConnector light rail project in

Pittsburgh has been completedwith the hole through earlyJanuary of the TBM driving thesecond parallel tube.

However, a significant fundingshortfall exists for the entirescheme due to tender costsbeing greater than expected formany packages, including thetunnelling works.

The client, Port Authority ofAllegheny County, is seekingUS$117.8M under the federalstimulus package overseen byPresident Obama. Overall, theentire project is 27% overbudgetat US$553M. It is trying to avoidshutdown of the project.

The 6.5m diameter TBM wasrelaunched on the northbounddrive in October and achieved anaverage daily advance rate of10.4m over the 680m long borebelow the Allegheny river.

However, the second bore wasmuch faster than the first,

southbound, drive which waslaunched a year ago and holedthrough last July.

Geology on the short runscomprises mainly silts, sands,gravel shales and claystone withlenses of limestone, but thegroundwater level reaches 14.5mabove the shield.

Following retrieval anddismantling of the HerrenknechtMixshield (S-374), the parts willbe stored locally on behalf of themanufacturer until it decideswhere to send the machine, saidthe client.

The full length of the runningtunnels, consisting of twin boresplus cut and cover sections, is1.9km long. A JV of Obayashiand Trumbull is undertaking thetunnelling works, and the shell ofthe North Side station, in acontract valued at US$156.5M.

The drives were originally tohave been finished around thethird quarter of 2008 (T&TI,October 2008, p10).

Pittsburgh 2nd

bore finished


WORLD NEWS

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Excavation of the Pinglu watertunnel in China is more than

half finished with fair advancerates despite tough geology, andthe shield has been prepared todrive the final, 12.15km long bore.

The JV contractor includingAlpine Bau, part of FCC group,has achieved an average progressrate of 750m per month on thefirst, 13km long drive. Followingbreakthrough late last year, the4.82m diameter Robbins doubleshield has been overhauled inunderground chamber, at Daliang.

The alignment of the 25.15kmlong conveyance tunnel in Shanxiprovince passes through faultzones and coal seams. In total,the tunnel will be lined with83,450 precast concretehexagonal segments of 250mmthickness.

The TBM was provided by the

client, having been used on anearlier stage of the scheme andwas overhauled and convertedprior to the start of the drive inAugust 2006 (T&TI, September2006, p8).

The US$62.5M contract wasawarded in 2005 to Shanxi Sino-Austria Hydraulic Engineering Co,which includes Alpine Bau andlocal partners, including the WaterIrrigation Bureau, the provincialGovernment, and ShanxiWanjiazhai Construction &Installation. The plannedconstruction period was 42months to complete this year.

The tunnel is part of the YellowRiver Diversion Project, being thenorth main branch to supply theregions of Pinglu, Shuozhou andDatong. The client is ShanxiProvince Wanjiazhai Yellow RiverProject General Corp.

E xcavation is due tocommence soon on theTsuen Wan sewer project in

Hong Kong. A 7.27m diameterTBM being supplied by Seli will beused to handle hard rock as wellas unstable and squeezing groundat faults.

Seli is a member of the JV, ledby Maeda and China RailwayEngineering Co (CREC), that hasbeen hired by Hong Kong’sDrainage Services Dept to drivethe 5.1km long storm relief sewer.

The Italian firm is also supplyingthe shield and auxiliary equipment,

and perform the excavation, undera separate contract to the JVvalued at US$18.8M. The shieldwill arrive shortly, after the portal iscompleted on site.

Geology along the alignmentcomprises volcanic tuffs andgrandiorites. The TBM has 19”cutter discs, cutterhead thrust of25,200kN and drive power of2,520kW. The cutterhead speed isup to 7 rev/min.

The concrete segmental liningis 250mm thick, and the finishedinternal diameter is 6.5m.

The entire contract awarded tothe JV is valued at HK$1.123M(US$145M) and also includesthree intake works, drainage andsubsidiary works to be completedby 2011.

Supervision for the client isbeing performed by Mott Connell.

The contract was awarded tothe JV at the end of 2007.

Seli designed andmanufactured the double shielduniversal (DSU) TBM within 10months, and workshopacceptance was in October.

NCC Construction recentlycompleted the latest stage of

repairs to the Soderled road tunnelin Stockholm using hydrodemolitionand sprayed concrete to removeand replace the reinforced concretedamaged by de-icing salts.

Hydrodemolition was called forby the capital’s road managementdepartment, which has had therepair works underway in stageson the 1,550m long twin tubetunnel. The works are part of afive-year programme of concreterepairs on the tunnel and adjacentbridge, which were launched in2005 following discovery of waterleakage and corrosion.

The hydrodemolition workswere undertaken by specialistlocal subcontractor E-Shakt usingrobots supplied by compatriotConjet. The works removedchloride-damaged concrete to

depths of 30mm-70mm on thewalls, and 5mm-10mm on thesoffit, and exposed and cleanedrust from rebar where required.Water was supplied to the robotsby Conjet Powerpacks at apressure of approximately 1000Bar and flow rate of 200 l/min.

Conjet supplied three robotsfor the works – the 322, 362MPAand 364MPA.

The damaged concrete hasbeen replaced on the soffit with a35mm thick porcelain-impregnated, fire protecting SCLplaced by NCC. To protect thewalls, the contractor sprayedapproximately a 60mm thick layerof steel fibre reinforced concrete.Additional protection to the wallsis being provided by sacrificialprecast concrete panels that are4m long by 2m high, and eachcan be replaced as required.

Progress at Pinglu

Shield set for HK’sTsuen Wan sewer dig

Seli will drive the Tsuen Wansewer tunnel in Hong Kong

Hydrojet fix for Soderled

On the fast track to the perfect destinationThe Sandvik DTi series tunneling jumbos are born to be fast and furious. Their intelligent but simple-to-use operation system, high frequency HFX5T rock drills, and new type of advanced drill string guides make them the leaders of the !eld in time and in quality. Whenever a challenging tunneling job is at hand,turn to the Sandvik i-series jumbos. They guarantee that you will be on the fast track to a perfect excavation result. With happy operators. Ahead of time.

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Fast forward

State-of-the-art technology

009tun0109 26/1/09 11:31 Page 9

BUSINESS NEWS


Further key steps forward for the£15.9bn (US$22bn) Crossrail

project in London were announcedlast month that cover additionalfunding commitments, a dozenfirms awarded design frameworkagreements and a shortlist of firmsto be Project Representative.

The City of London Corporationhas committed up to £350M(US$483M) towards the cost of themain line rail transport schemethrough the heart of the capital.Funds of £200M (US$276M) will bedirectly contributed by theCorporation, which will seekcontributions from City businessesfor the balance but has guaranteeda third of the remaining sum.

Funding of £150M (US$207M)has also been committed byCanary Wharf Group (CWG) but istied specifically to development ofthe station to be built at thecommercial hub in east London.The real estate firm also plan toundertake the design and buildwork for the new Canary Wharf boxstation, which has a fixed pricebudget of £500M (US$690M) and isto be completed by 2012. CWG willtake the cost overrun risk.

BAA also recently committedfunds to the project.

In the procurement process, lastmonth a dozen consultants wereawarded framework agreementsto bid for Crossrail designpackages. The agreements last forthe entire duration of the project,which has rail services due tocommence from 2017.

The 12 parties are: Aedas Group;Atkins; BDP; Capita Symonds;Halcrow; Hyder Consulting (UK);Jacobs Engineering UK; MottMacDonald; Ove Arup; ParsonsBrinckerhoff; Scott WilsonRailways; and, WSP UK.

Last month also saw the projectdeveloper, Cross London Rail LinksLtd (CLRL) become a wholly-owned subsidiary of Transport forLondon (TfL).

CLRL is developing the east-west rail link to be undergroundthrough the capital and tie-in tosurface lines either side of London.The project involves excavation of atotal of 41.5km of 6m i.d. twin tubetunnels and the developeranticipates tunnelling works, due tocommence in 2011, will requireseven TBMs.

The project won Royal Assent inJuly 2008. Enabling works for thescheme start this year as do somestation works, such as at Canary

Wharf.Mainconstructionactivities arescheduled to begin in2010. The bulk of funds for thescheme are being contributed byGovernment through TfL, and latelast month the Department forTransport issued the shortlist offirms invited to bid for its projectoversight contract.

The nine parties able to tender tobe the Department’s projectmanager for Crossrail are: ArcadisAYH; Atkins; Booz & Co withsupport from Aecom/ Turner &Townsend; Jacobs Engineering UKwith support from KPMG; MottMacDonald with support from Ernst

&Young/

FirstCo; NicholsGroup-Nicholas Arup JV withsupport from First ClassPartnerships/ NTTX; ParsonsBrinckerhoff with support fromDavis Langdon; Parsons GroupInternational with support fromGardiner & Theobald; and, PraxisHigh Integrity Systems.

Crossrail has been led byexecutive chair Douglas Oakerveewho is set later this year to handover the reins to Terry Morgan,presently chief executive of TubeLines. Morgan will become non-executive chair of CLRL.

A joint venture of Colombian,Mexican and Spanish firms

has been awarded the contract tobuild the La Linea road andtunnel project in the Andeanregion of Colombia.

The successful JV – SegundoCentenario – was awarded thecontract by the Ministry ofTransport having submitted atender of Pesos 629bn(US$282M). The tunnel workshave been budgeted to costPesos 334bn (US$150M), orslightly more than half of theentire bid value, and the project isto be finished in 2012.

Segundo Centenario JV includesthe following firms: Condux;Constructora Herrena Fronpeca;Constructora Carlos Collins;Alvarez y Collins; PromotoraMontecarlos Vías; Tuneles deColombia; Construirte; Gayco;

Tecnicíviles; HyH Arquitectura; and,Miguel Camilo Castillo Huertas.

The project involvesexcavation of the 8.8km long LaLinea tunnel and associated newroad links to improve freighttransport between Calarca andCajamarca in the Central AndeanCordillera. The new link willreduce the travel distancebetween the cities by more than aquarter to 33km, and the fasterjourneys (by up to 80 mins) willsee heavy vehicles not have tocover another 840m in altitude.

The winning JV beat off sevenrival bidding groups that wereshortlisted and submitted tendersin the two-stage assessmentprocess. In the first stage therewere two groups that failed topass the technical, legal andfinancial parts of the assessment.The second stage saw the sealed

tender prices opened from the sixremaining JVs.

In total, the bid assessmentcriteria saw the winning JV have atally of 1000 points while therunners up – Futura Plan Vial delPacifico JV and Futura TuneelexaJV – had 886 and 857 points,respectively, said the Institute forRoads.

The former JV was aColombian-Brazilian venture thatincluded OAS, Mario AlbertoHuertas Cotes, Procopal, Meyanand Ingenieria de Vias. The lattergroup was a Colombian-ChineseJV that included Vergel yCastellanos, China Railway 18thBureau Group, Oilquip, JoseJavier Castellanos Bautista andAlfonso Vergel Hernandez.

During the procurement processthe Government set a budget capof Pesos 710bn (US$319M) and

time limit of 70 months. Thewinning bid was 11.5% lower thanbudget. A full length pilot borepreceded the main project toreduce geological and constructionrisk. The project is part of a largerscheme to improve transport overthe Andes between Bogota and theport of Buenaventura.

The La Linea scheme isexpected to reduce accidents bythree-quarters, bringing them inline with the national average.The Government forecasts thatthe scheme’s benefits willimprove the economy byUS$40M per year.

The other five JVs that bid forthe contract were an entirely localgroup, three JVs with foreignpartners – two of which hadItalian pairings and one Chinese,and a Korean JV (T&TI, October2008, p6).

A joint venture led by Hochtief has been awarded a contract to build atunnel complex for physics research project involving X-rays nearHamburg, Germany. The US$267M package of tunnelling work will require

approximately 5.8km of bores plus shafts to be constructed with workcommencing this month. The job involves sinking six shafts and excavating thetubes at depths up to 26m. Tolerance for the tunnels is 100mm along the lengthof the complex.

Construction on the projects is due to be finished in April 2013 and theclient, Deutsches Elektronen-Synchrotron (DESY) research centre, aims tostart operations with the European XFEL X-ray laser facility in 2014. Thescheme is funded by ten EU countries, Russia, China and two German

states, and is being built to help study viruses, chemistry andplanetary physics.

The most recent high energy physics centre to be built inEurope involving major tunnelling works was CERN’s Large

Hadron Collider. Europe is also a candidate locationfor the International Linear Collider (ILC), which

calls for 72km of tunnels (T&TI,September 2008, p8).

Hochtief JVwins X-ray bore jobMore progress

for Crossrail

Colombia picks JV for La Linea

011tun0109 28/1/09 15:38 Page 11

Leighton Holdings has opted forwritedowns of some transport

business investments in Australia,including three tunnel projects, dueto weakening equity valuationscaused by the global financialcrisis.

The Australian company hasstakes in two tunnels in Brisbaneand a scheme in Melbourne, theconcession schemes having beendeveloped by RiverCity Motorway,BrisConnections and ConnectEast,respectively. In total, combinedwith Leighton’s new views on someother transport stakes, it is towritedown such investments it hadat the end of 2008 by Aus$200M(US$138M).

RiverCity is building the North-South Bypass Tunnel (NSBT) inBrisbane, which involves

roadheader drives plus 4.3km longtwin TBM bores, both of whichhave achieved intermediatebreakthroughs (see p5).

BrisConnections is gettingunderway with the Airport Link,which runs north from NSBT andwill have 5.7km long twin tunnelsas part of the project. It has twoTBMs on order. ConnectEast builtthe EastLink road and tunnel inMelbourne, which opened in mid-2008, five months early. The routehas 1.6km long twin tubes (T&TI,July 2008, p11,12).

Leighton said that for the fiscalyear 2008-9, the writedown hasbeen booked against the first sixmonths, ending 31 December2008. It added that the writedownwill reduce aftertax earnings for theperiod by Aus$170M (US$117M).

No details were disclosed on thebreakdown of the total writedownbetween the investments on a pre-or post-tax basis.

The company’s parent group,Hochtief, said the lower stockprices did not reflect the real worthof the infrastructure projects. It said‘their business prospects have notchanged’. However, it noted thatLeighton’s board had elected tomake the writedown in marketcapitalisation to reflect the currently

reduced equity levels.Before accounting for the

writedown, Leighton’s operatingresult for H1 is expected to be 8%up at approximately Aus$270M(US$186M). By the end of theperiod work in hand was up 4.8%to Aus$37bn (US$25.48bn) overthe three months to 31 December.

The other transport equitystakes held by Leighton are in theDevine and Macmahonbusinesses.

BUSINESS NEWS

12

Indian hydropower developerSatluj Jal Vidyut Nigam (SJVN)

has called for prequalificationsubmissions on two projects –Naitwar Mori and Arun III – that callfor a total of more than 15km ofheadrace excavation plus apowerhouse cavern and a series ofdesilting chambers.

SJVN is seeking to prequalify aturnkey contractor for the NaitwarMori project in northern India and aconsultant for the Arun III scheme inNepal. The deadlines have beenreset a number of times and are 10February and 20 January,respectively.

The Naitwar Mori project will bebuilt in the state of Uttrakhand andcalls for excavation of a 4.3km longheadrace tunnel with a 5.6m widemodified horseshoe-shaped crosssection. Some excavation will alsobe required for the partlyunderground powerhouse.

Site investigation works haveincluded 400m of drilling and2,300m of geophysical surveys. The

headrace is to be driven throughpredominantly quartz and chloritemica schists for the first quarter ofthe route, and the majority of thealignment is in biotite gneisses withschist bands.

The EPC contract is to befinished within 36 months.

Last year, SJVN was awardedthe concession contract to developArun III, which will involve majorunderground excavations:• four underground desilting

chambers, each 110m long by17m wide by 28m high;

• a surge shaft, 23.4m diameter by97m deep;

• a 11km long headrace tunnel of7.5m diameter; and,

• a powerhouse cavern, 161m longby 22m wide by 35m high.

The consultant is wanted to do siteinvestigations and documentpreparation to take forward thescheme. The work is expected tolast about two years.

SJVN is a JV of the Governmentof India and Himachal Pradesh.

SJVN prequals

Leighton tunnel writedowns

VMT has moved up its businessto trading status in China from

a service-only operation.The Germany-based

international company hadoperated as service-only in Chinasince 2006 to supply guidancesystems for tunnelling machines,and also undertake consultationsuch as for evaluation ofsegmental lining positioning.

VMT’s measurement servicesalso provides precision

measurements of precast concretesegment moulds and thesegments cast to construct rings.

Its Shanghai-based tradingbusiness has supplied 110operating systems up toNovember last year. The newstatus also enables VMT to offerfull distributor rights for US firmBrunson Instrument Co.Separately, VMT is also distributingsystems for US company HamarLaser.

VMT moves up totrading status in China

Your reliable partner for tunnelling personnel - www.tunnelcrew.nl

B ids from each of the threeshortlisted consortia to

design a possible tunnel for theFehmarn Belt between Denmarkand Germany were received lastmonth and are to be assessedover three months to choose awinning tender.

However, as the developer,Femern Baelt A/S, has yet tofinalise the choice of method ofcrossing it had also invited bids todesign a cable stayed bridge forthe link. It plans to develop thebridge and immersed tube tunneldesigns in parallel until such timethat a clear advantage for either isdetermined.

The groups shortlisted toproduce the tunnel design for theroad and rail crossing over the19km wide strait are:• A JV of Cowi and Obermeyer

Planen + Beraten withsubconsultants Flint & NeillPartnership and Dissing +Weitling;

• A partnership of Grontmij/CarlBro, Faber Maunsell, Bung,Grontmij/BGS and CapitaSymonds; and,

• A JV of Ramboll Danmark, OveArup & Partners Internationaland Tunnel EngineeringConsultant with subconsultantsWTM Engineers, HTGIngenieurburo fur Bauwesen,

Wilkinson Eyre Architects andSchonherr Landskab.

Last year the client noted that thetunnel option was not, at thatstage, the favourite because thebridge alternative was cheaperprior to survey and other detailedstudies. The tunnel was priced atEuro5.5bn (US$7.35bn – 2007currencies) against Euro4.3bn(US$5.74bn) for the bridge (T&TI,September 2008, p6).

The tunnel option will remain inrunning until about 2011 asfurther geotechnical andenvironmental survey work isundertaken.

The envisaged tunnel wouldbe a 18,565m long immersedtube plus 1,890m of ramps.Construction could start in 2012to enable the link to open in 2018.It would have two 10m wide roadcells and two 6.37m wide railcells, and a ventilation islandwould be built in the middle of thecrossing.

The consortia seeking todesign the tunnel are each mostlythe same groupings pursuing thebridge option. A fourth shortlistedJV bidding for the bridge is led byHalcrow and Mott MacDonald.

Femern Baelt A/S is asubsidiary of Sund & Baelt A/,which is overseeing developmentwork and design procurement.

Design JVs chaseFehmarn tunnel

013tun0109 29/1/09 12:09 Page 13

AAECOM Technology CorpEnterprize House160 Croydon Rd, BeckenhamKent, BR3 4DEUnited KingdomTel: +44 20 8639 3500Fax: +44 20 8663 6723Web: www.fabermaunsell.comwww.maunsell.comwww.maunsell.aecom.comwww. dmjmharris.comwww.uma.aecom.com

Project planning,preliminary & detaileddesign, projectmanagement, sitesupervision, multi-disciplinary & multi-professional specialistservices for highway,rail, water, power &utility tunnels

USA: PR53 - Mariani Road Tunnels, PuertoRico; Silverline II, Russia Wharf Segment,Boston; CA/T Section 9, Boston; JFKAirport, NYC; UK: CTRL 2, C342; Europe:Schaarbeek Redevelopment, Brussels;Australia & NZ: City West Tunnel, Sydney;India: Delhi Metro; HK: Eagles Nest Tunnel;Southern Rail Link; Shatin Height RoadTunnel; Tsim-Sha-Tsui Rail Station;Singapore: North-East Line C708, ChangiAirport Line C503; PLE Pelton Canal; CableTunnels C201, C202 & C203

USA: Fork Creek, Atlanta; GA Homestead Ave, Hartford; 2ndAve Subway, NY; North Shore Connector, Pittsburgh; TransHudson Expressway, NJ/NY; Silverline III, Boston; ESA, NY;UK: Lower Lea Valley Cable Tunnel; West Ham FloodAlleviation; Shetland Fixed Link; Shepherds Bush Station;Europe: Dublin Metro North; Dublin Eastern Bypass; AttikoMetro, Athens; Hallandsås, Sweden; Australia & NZ: NorthSouth Bypass, Brisbane; City West Tunnel, Sydney; InnerNorthern Busway, Brisbane; City Link Project, Melbourne;M5 East Tunnel Air Filtration, Sydney; Victoria Park Tunnel,NZ; North Shore Outfall, NZ; Hong Kong: Harbour Transfer;Ocean Park Funicular; Po Shan Drainage; KDB200 & 300

a) US$3.3bnb) US$67M

Companyinformation

(a) Turnover(b) Turnover intunnelling

Areas of expertise Tunnel contracts underway Recent tunnel contracts

AJS ingénieurs civilsRue de la Place d’Armes 5CH 2001 NeuchâtelSwitzerlandTel: +41 32 720 0100Fax: +41 32 720 0101Email: [email protected]: www.ajs.ch

Claims management,tunnel muckmanagement,waterproofing anddrainage, directionaldrilling, CM and advice

BLS AlpTransit, Lötschberg Base Tunnel(Mitholz), Switzerland – 10km of twin-tubeand 7km of single-tube tunnel for high speedrail line connecting Bern with canton Wallis,typical cross section 67m2, completed in 2006

A5 Längholz tunnel, Bern, Switzerland – 2.5km long twin-tube highway tunnel with typical cross section of 100m2,construction started in 2007 and will cost approx. US$240M;A16 Court tunnel, Bern, Switzerland – 686m long singletube road tunnel, connecting canton Bern with canton Jura,with a typical cross section of 100m2, construction is due tocommence in 2009

a) US$3.5Mb) US$0.4M

AlpinaVia Ripamonti 2I-20136 MilanItalyTel: +39 02 5830 5010Fax: +39 02 5830 7388Email: [email protected]: www.alpina-spa.it

Preliminary and finaldesign, hydro electricproject tunnelling,microtunnelling,monitoring,warning/alarmsystems, renovation,site investigation,project managementand supervision ofworks

Parma city underground, Italy – Final designof a 10km long line A (1.2km artificial tunnels,3km TBM tunnel); 11 underground stations.Client: Metro Parma; Passo Corese-Rietirailway line, Italy – Final design for railwaytunnel portal support. Client: Italferr; BolognaHSRL, Italy – Construction design of an airshaft. Client: Italferr; Messina-Palermorailway line, Italy – Final design for tunnelportals. Client: Italferr; Genova- S.BenignoJunction, Italy – Preliminary design of 11tunnels. Client: Technital

Metro Line 5, Garibaldi Lagosta Milan, Italy - Preliminary &final design of all underground structural works. Client:Astaldi-Torno; Oudayas Tunnel, Rabat, Maroc – Construction design(joint venture with Egis Tunnels). Client: Impresa Pizzarotti;Genova Voltri-Genova Brignole Railway Line, Italy –Detailed design for structural upgrade. Client: Italferr; SaintMartin La Porte Adit, Turin-Lyon High Speed Rail Tunnel,Italy-France – Supervision of works (JV with Egis Tunnels andAntea). Client: Lyon Turin Ferroviaire; Castellano Rail Tunnel,Bologna Lecce Railway, Italy – Detailed design. Client:Italferr; Integrated Plan Garibaldi Republica, Milan, Italy –Final design of 800m long tunnel. Client: IN.G.RE

Undisclosed

Amberg EngineeringTrockenloostrasse 21PO Box 21CH-8105Regensdorf-WattSwitzerlandTel: +41 44 870 9111Fax: +41 44 870 9175Email: [email protected]: www.amberg.ch

Engineering servicesfor the constructionand refurbishment ofundergroundstructures in all groundconditions. Planning,project design, sitemanagement, expertconsulting, stateassessment services,project management

Zimmeregg Railway Tunnel, Switzerland –Project design for renewal of 1.1km rail tunnel;Milchbuck Highway Tunnel, Switzerland –Refurb of a 1.8km road tunnel: design & sitesupervision; AYA Tunnel, Singapore – MRTtunnel in soft ground: Design; Flims Bypass,Switzerland – Project management of twotunnels; San Bernardino Highway Tunnel,Switzerland – Project management of 6.6kmtunnel refurb; Uetliberg Motorway Tunnel,Switzerland – Design and CM for a 2 x 4.5kmlong twin tube, 3-lane, motorway tunnel;

Gotthard Base Tunnel, Switzerland – 57km long HSR line:design & construction supervision (JV) for southern sections;Semmering Base Tunnel, Austria – 30km long HSR line:alignment selection & design (JV); Axenberg Tunnels,Switzerland – Refurb of 3 tunnels (8km) under operation:design & construction supervision; Dobrovského HighwayTunnel, Czech Republic – 1.25km TBM heading: design &construction supervision; Gubrist Highway Tunnel,Switzerland – 3.3km long tunnel: design & constructionsupervision; Alborz Highway Tunnel, Iran – 6.3km longservice tunnel: Design & construction supervision; XFEL, DESY,Germany – 3.4km accelerator tunnel: Design & CM

a) US$26.2Mb) US$23.1M

Arcadis9 avenue RéaumurF-92354 Le Plessis-RobinsonFranceTel: +33 146 237 850Fax: +33 146 237 807Email: [email protected]: www.arcadis-global.com

Full range of consultingservices in the field ofdesign and workssupervision for all kindof tunnels, in anyground and watertableconditions

Hnevkovsky tunnel I and II, Mala HubaTunnel, Czech Republic – 1km twin track railtunnel; Combined Tram/Railway, La RéunionIsland, France – 4km-12km double tubesingle track tunnel: Preliminary & basic design;Lyon-Turin HSRL, France/Italy – Modane &St Martin La Porte galleries: CM, geotechnicalstudies, detailed design & tender docs;Santiago Metro Line 4, Chile – Detailedengineering for 4.5km tunnel & 4 stations;Belo Horizonte Metro, Line 1 & 2, Brazil –16.5km of tunnel & 18 mined stations

A50/A57 link, 2nd tube, Toulon, France – 1,820m twin tubehighway tunnel; Upper Rouge River CSO, USA – 11.3kmcombined CSO: Shaft & tunnel design (in JV); Slivenec Tunnel,Czech Republic – Twin tube highway tunnel, 1,650m;Statenweg Tunnel, Netherlands – 2.4km double tube railtunnel: Settlement calculations & advice for lining; PerthusTunnel, France/Spain – 8.4km double-tube rail tunnel:Detailed geotechnical studies, CM; Rio São FranciscoProject, Brazil – PM for 27.8km of tunnel (5 tunnels),as part ofriver integration; A86 West, France – 10km single tube roadtunnel: Geotechnical, hydrological & structural services;Schlüchtern Tunnel, Germany – PM for 3.9km rail tunnel

a) US$1.4bnb) -

Arup13 Fitzroy StreetLondonW1T 4BQUnited KingdomTel: +44 20 7636 1531Fax: +44 20 7755 2121Email: [email protected]: www.arup.com/tunnels

All tunnelling andunderground projects:Design and projectmanagement for alltypes of tunnels,shafts, caverns andlarge excavations.Concept to detaileddesign, major projectdelivery, sustainability,JCOP benchmarking,advice, insuranceassessments, etc.

UK: Olymics Powerlines UndergroundProject, UK; King’s Cross St Pancras StationRedevelopment, UK; CTRL, UK; TindayaCavern, Fuerteventura; Cooling the Tube -Post Office Tunnel, UK; Waverley StationEnhancement, UK; LGV Cote D’Azur,France/Italy; East Asia: Downtown LineStage 1, Singapore; Bugis Station A-E,Singapore; Nicholl Highway CollapseInvestigation, Singapore; MTR Express RailLink, HK; Nam Wan Tunnel, HK; Australia:T2E, NSW; Hobson Bay Sewer, NZ; NorthWest Rail Link, Sydney; CBD Metro, Sydney

UK: Crossrail, MDC, UK; Copenhagen Metro, Denmark;Olympics Primary Foul Sewer, UK; Tideway Lee Tunnel, UK;Dublin Interconnector, Ireland; D1 R1 Slovakia; DublinMetro North, Ireland; M6 Hungary; USA: 2nd Ave Subway,NY; Lake Mead Intake No3, CA; 7 Line Extension, NY;Grand Central Terminal Caverns, NY; East Side AccessProject, NY; California HSR, LA; New Crystal SpringsBypass (Polhemus) Tunnel, San Francisco; East Asia:Downtown Line Stages 2 & 3, Singapore; DSD Hong KongWest Drainage Tunnel; Ocean Park RedevelopmentProject; DSD Harbour Area Treatment Scheme (HATS), HK;MTR Express Rail Link Tunnels, HK; Australia: BrisbaneAirport Link; Northern Busway Project

a) US$1.2bnb) US$34.8M


TUNNELLING CONSULTANTS

JANUARY 2009 Tunnels & Tunnelling International 15

B

AtkinsWoodcote GroveAshley RoadEpsomSurreyKT18 5BWTel: +44 1372 726140Fax: +44 1372 740055Email: [email protected]: www.atkinsglobal.com

Tunnelling design,cavern engineering,settlementassessment, advancednumerical analysis,geotechnicalinvestigation andexpert groundcharacterisation,thermodynamicmodelling, ventilationand risk studies

DLRL Dagenham Dock Extension, UK –Preliminary design of tunnels & stations,preparation of TWA docs; Gautrain Rapid RailLink Project, SA – Detailed design of 11km oftunnels & 3 stations; Eurotunnel, UK –Specialist support on ventilation studies;Cooling the Tube, Bank, UK; Liverpool StreetStep Free Access, UK; King’s Cross StationUpgrade, UK – Technical advisor; NanjingMetro Line 2 Ext, China – Technical study;Castle Peak Cable Tunnel, Hong Kong –Construction supervision

Crossrail MDC2, UK – Design; HK Regional Express Line –Preliminary design; Bond Street Station Upgrade, UK –Design; HK West Island Line – Detailed design; Dubai MetroRed Lines – Detailed design; HK Lai Chi Kok DrainageTunnel – Detailed design; Victoria Station, UK – Category IIIdesign check; Cooling the Tube, UK – Ventilation analysis;Dubai Metro Green Lines – Detailed design; HK Shatin toCentral Link – Preliminary design; Metronet BCV and SSL,UK – Assessments & inspection; HK Lai Chi Kok DrainageTunnel – Detailed design; Belfast Sewers Project, NorthernIreland – Construction supervision; Hindhead Tunnel, UK –Agent; Queensway Tunnel, UK – Refurbishment studies

a) US$1.78bnb) US$20.6M

Companyinformation



Babendererde IngenieureMarkt 2D-23611 Bad SchwartauGermanyTel: +49 451 300 939 0Fax: +49 451 300 939 29Email: [email protected]: www.babeng.com

Design works,technical consultancy,constructionmanagement, trouble-shooting formechanised tunnelling.Soft ground and hardrock tunnelling,compressed air works,data management,claim & arbitrationsupport, PPP services

Teesta (Stage V) HEP, India – Face 7,conventional headrace tunnel 9m, technicalassistance; Anchor Recovery Petersbogen,Leipzig, Germany – Pipe jacked inclinedtunnels from beneath building; Herrentunnel,Lübeck, Germany – Twin slurry TBM roadtunnel. CM works for bored tunnels; CableTunnel C230, Singapore – 2.5km long EPBMtunnel; Nodo Bologna, Lot 5, Italy – Twin6.2km long EPBM tunnels. Member of client´sCM team

Hallandsås, Sweden – 5.6km rail tunnels (Ø10.5m Slurry-TBM),Technical Committee; Hobson Bay Tunnel, NZ – 2.9kmwater tunnel (Ø4.3 m EPBM), design and data mgmt; BrixleggTunnels H3-4 & 8, Austria – 8.9km tunnels (2 x Ø13m Slurry-TBMs); Athens Metro, Line 3 Ext, Greece; ThessalonikiMetro, Greece – Twin 7.5km TBM and NATM tunnels, designsupport; River Elbe Crossing, Germany – Twin 5.5km roadtunnels, design; Brightwater, US – 4 TBMs, 26km long, design(JV) and data mgmt; Gautrain Rapid Rail Link, SA – 2.8kmtunnel (Ø6.7m EPBM); Metro Contract C855, Singapore –3km, 2 x Ø6.6m Slurry-TBMs, technical support; PedestrianTunnel Volkswagen, Germany – Full design services

Undisclosed

Basler & HofmannConsulting EngineersForchstrasse 395CH-8029 ZurichSwitzerlandTel: +41 1 387 1522Fax: +41 1 387 1500Email: [email protected]: www.bhz.ch

Project management,specialist design andsite supervision forurban tunnelling.Mechanised tunnelling,ground consolidationand supportingstructures. Businessdevelopment servicesand projectmanagement fortunnelling suppliers

RFI, Monte Olimpino Tunnel, Italy –Specialist design and site supervision foremergency measures for tunnelredevelopment, including extensive grouting;Borik Road Tunnels, Slovak Republic –Design and tender documents; SwissRailways, Zurich-Thalwil Tunnel – Overallproject design and site supervision, includingtwo double track TBM drives and drill & blastsections

Swiss Railways, Löwenstrasse station, Zurich – Design andsite supervision for 4-track underground station in complexurban environment; Swiss Railways, Weinberg Tunnel,Zurich – Overall design for a double-track TBM tunnel in urbanarea; ÖBB Wienerwald Tunnel, Austria – Specialist designand tender documents for 33km TBM drives; ÖBB KoralmTunnel, Austria – Design for TBM drives and access shafts forHSR; Swiss Railways, Underground Rail Station, Berne –Feasibility study for an extension of a 4-track undergroundstation; Tunnel Buchrian, Lucerne, Switzerland – Design forsingle tube 2-track highway tunnel; AlpTransit, Lugano-Chiasso, Switzerland – Feasibility for new track alignment

Undisclosed

Bennett Associates, MGBennett HousePleasley RoadWhistonRotherham, S60 4HQTel: +44 1709 373782Fax: +44 1709 363730Email: [email protected]: www.bennettmg.co.uk

Expert witness inrelation to design anduse of TBMs,investigation into TBMfailures for insurancecompanies, design oftunnelling machinesand back-up systems,design of bespoketunnelling equipment

Aliminetti Madhava Reddy Project, India –Design and preparation of detailmanufacturing drawings for a back-up systemfor 10m TBM; Pajares Tunnel, Spain – Designof segment hoist and segment feeder for 8mtunnelling machine

Glendoe Hydro Electric Project, Scotland – Advisor toScottish and Southern Energy on TBM matters; Singapore –Advisor on TBM matters for a cable tunnel; Assistance to lossadjuster for various tunnelling projects; Delhi Metro, India –Design and preparation of detail manufacturing drawings for aback-up system for a 6.52m diameter TBM


BG Ingénieurs-Conseils61 avenue de Cour - CP241CH 1001 LausanneSwitzerlandTel: +41 21 618 1505Fax: +41 21 618 1122Email: [email protected]: www.bg-21.com

Design of tunnels atgreat depth, riskanalysis and operationsafety of road andrailway tunnels,renovation ofoperational tunnels

Glion Road Tunnel, N9 Motorway,Switzerland – Project design and CM of roadtunnel renovation. Civil engineering and E&Mequipment. Twin tube tunnels, 1.3km in length;Lötschberg Base Tunnel, Switzerland –Preliminary design, implementation &supervision of tunnel works. Length 37km:design, call for tenders & follow-up of theoperational & security equipment works

Monaco tunnel, France – General project design & CM of a1.6km tunnel renovation. Civil engineering and E&Mequipment; Maurice Lemaire motorway tunnel, Alsace,France – Project design and CM of a 6.7km long bi-directionaltunnel. Total renewal of equipment and new parallel ventilation& emergency gallery; Raimeux Tunnel, Switzerland – Designof a 3.2km tunnel and parallel emergency gallery for the A16motorway; Lausanne Metro, Switzerland – Coordination ofoperational & safety equipment; Serrieres Motorway Tunnel,Switzerland – Final project and realisation of a motorwaytunnel with two tubes of 800m long in urban area

a) US$39Mb) US$13M

Black & Veatch8400 Ward ParkwayKansas CityMissouri 64114USATel: +1 913 458 2000Fax: +1 913 458 3626Email: [email protected]: www.bv.com

planning, investigation,design, riskmanagement,estimating, CM andalternative projectdelivery for water,wastewater, CSO, andstormwaterconveyance tunnels,shafts, microtunneling,pipelines, and otherburied infrastructuresystems rehabilitation

Kai Tak Transfer Scheme, Hong Kong –Design and CM of a 1.5km mixed face slurryTBM tunnel for stormwater; Cady MarshTunnel, Chicago Metro, USA – Design andresident engineering for 2km flood controltunnel; Lewes CSO, UK – Design-build for1.2km long conveyance tunnel; Thorn CreekTunnel, Chicago, USA – Design of 7m diahard rock connecting tunnel, shaft and gatesystem; Kansas River Crossing, USA –Design and CM for 2.5m diameter rivercrossing tunnel and carrier pipe

System Conveyance & Operations Program, Las Vegas,USA – Lead design for 15.4km treated effluent tunnel; LantauTunnel, HK – Design of 7.1km rock tunnel; Bi-County WaterTunnel, Washington DC, USA – Design and CM for 11.2kmrock tunnel; Cooper River & Daniel Island Tunnels,Charleston, USA – Design and CM for 11.2km soft rocktunnel; Ashley River Tunnel, Charleston, USA – Design, CMand resident engineering for 3.6km tunnel; Jollyville WaterTransmission Tunnel, Austin Texas USA – Design;Indianapolis CSO, USA – Preliminary engineering andgeotechnical design; Sydney Desalination Works, Australia– Design; Milwaukee Northwest Side Tunnel, Wisconsin,USA – Design, resident engineering for a 16km rock tunnel



D

CCapita SymondsCapita Symonds HouseWood StreetEast GrinsteadWest Sussex, RH19 1UUUnited KingdomTel: +44 1342 327 161Fax: +47 1342 315 927E-mail: [email protected]: www.capitasymonds.co.uk

Immersed tunnels, SCLdesign, bored tunnels,cut & cover tunnels,tunnel refurbishment,M&E including tunnelventilation andcommunication andcontrol systems, tunneloperations, InspectionEntity role under theUK Road Tunnel SafetyRegulations 2007

M25 Holmesdale Tunnel Refurbishment, UK– Detailed design for two additional lanes andrefurbishment of operational systems for650m long cut & cover tunnel; DocklandsLight Railway, Lewisham extension,London, UK – Lenders’ Technical Adviser forextension including 1km of bored tunnel and600m of cut & cover tunnel; LondonUnderground Tunnel Cooling, London, UK –5 stations on the Central Line and 9 stationson the Northern Line

M25 Bell Common Tunnel Refurb, UK – Detailed design;Limerick Southern Bypass, Ireland – Detailed design of600m long immersed tunnel; E18 Bjorvika Tunnel, Oslo,Norway – Detailed design of 700m long immersed tunnel;Second Tyne Tunnel, Newcastle, UK – Lenders’ TechnicalAdviser on PFI project; Mount Sion Tunnel, A41 Autoroute,France – Lenders’ Technical Adviser on PPP project; Tel AvivMetro (Red Line), Israel – Lenders’ Technical Adviser; SCUT2, A24, Portugal – Lenders’ Technical Adviser; Dublin MetroNorth, Dublin, Ireland – Lenders’ Technical Adviser for PPPproject; D1 Motorway, Slovakia – Lenders’ Technical Adviserfor four tunnels (2km, 1.4km, and two 500m long)

a) US$377Mb) US$10.9M

Companyinformation



Coffey GeotechnicsPO Box 125North RydeNSW 1670AustraliaTel: +61 2 9911 1000Fax: +61 2 9911 1001E-mail: [email protected]: www.coffey.com

Site characterisation,numerical modelling,soil structureinteraction, shaftdesign, support design

SMART Tunnel, Kuala Lumpur, Malaysia –Geotechnical review of tunnelling works; PerthUrban Railway Development (PURD F),Australia – Geotechnical engineering advice;Lane Cove Tunnel, Sydney, Australia –Scope of works included investigation,prediction of rock mass response, design ofretaining walls, ground improvementmeasures and settlement assessments

Power Grid Cable Tunnel, Singapore – Design & constructproject for a 2.6km cable tunnel. Undertook detailed design ofthe shafts and tunnel components and construction services;Inner Northern Busway, Brisbane, Australia – Alliancepartner in the design and construction of this project; AirportLink, Brisbane, Australia – Geotechnical and groundwaterinput to the tender design

a) US$326Mb) US$2M

Connell WagnerLevel 12, 60 Albert RoadSouth Melbourne VIC 3205AustraliaTel: +61 3 8683 1333Fax: +61 3 8683 1444Email: [email protected]: www.conwag.com

Hard rock tunnelsupport design, precastsegmental liningdesign, EPBMtunnelling, ventilationdesign, tunnel fireengineering, tunnelrefurbishment,materials engineering

Nam Theun 2 Hydropower, Laos – 600mlong diversion through a limestone ridge.Detailed design for contractor, primary support& secondary lining; Epping CraigieburnSewer, Melbourne, Australia – 2.4km pipejacked tunnel. Feasibility and concept design;Browns Bay Sewer, Auckland New Zealand– 1km pipejacked sewer. Detailed design oftunnel; Eastlink, Melbourne, Australia –Twin 1.5km road tunnels. Detailed designfor the contractor including SI, primary andsecondary lining and fire engineering

Project Hobson, Auckland, NZ – 3km long CSO tunnel.Preliminary & detailed design, supervision; Rosedale WWTPOutfall, Auckland, NZ – 3km long outfall. Detailed design;Alkimos Quinns Sewer, WA, Australia – 5km of pipe jackedsewer and 11 shafts. Detailed design; Northern SewageProject, Stages 1 & 2, Melbourne, Australia – PM for design,planning, financial approvals, tendering & CM; Airport Link,Brisbane, Australia – 6.7km twin tunnel. Concept design,detailed design, EIS, contracts, tender evaluation &construction support; North-South Bypass, Brisbane –4.7km twin tunnel tollroad. Concept design, detailed design,EIS, contracts, tender evaluation & construction support

a) US$262Mb) US$19.7M

CowiParallelvej 22800 Kongens LyngbyDenmarkTel: +45 4597 2211Fax: +45 4597 2212Email: [email protected]: www.cowi.dk

Design of immersedtunnels, soft groundtunnelling with EPBMs,prefabricated concretelinings, durabilityassessments ofconcrete structures,risk assessment,groundwater controlschemes, E&M designfor tunnels & stations,QM systems

Lyon-Turin Rail Tunnel, France/Italy –Design (emphasis on environmental matters)of 40km rail tunnel; Nuuk-Akia Tunnel,Greenland – Feasibility study for 15km roadtunnel in granite, depth of up to 350m;Svanemølle Tunnel, Denmark – Feasibilitystudy for dual two-lane highway tunnel;Budapest Metro Line 4, Hungary – Techicalaudit of 10.4km of twin tube tunnels and 14

Copenhagen Metro, Denmark – Client’s consultant fordevelopment and implementation; Seattle SR520 Project,USA – Mediation and independent review; ThesalonikiImmersed Tube, Greece – Detailed design; Lyon Metro,France – Feasibility and design development; NanjingYangtze River Tunnel, China – Supervision of TBMmanufacture; Western Yunnan Roads Project, China –Design review and inspection; Busan-Geoje Immersed Tube,Korea – Design; District Heating Tunnel, Denmark – Design;Malmø City Tunnel, Sweden – Engineering services;Limerick Southern Ring Road, Ireland – Tender design;Hallandsås, Sweden – Assistance to contract negotiation

a) US$465Mb) US$16M

D2 ConsultHirschgasse 32A-4020 LinzAustriaTel: +43 732 713812Fax: +43 732 713812 4Email: [email protected]: www.d2-consult.eu

New AustrianTunnelling Method(NATM), mechanisedtunnelling (TBMs),microtunnelling,design, constructionsupervision, projectmanagement, riskmanagement

Nuremberg-Ingolstadt High Speed RailLine, Germany – Construction supervision ofsouthern Lot, including three double-tracktunnels; Bangkok Metro, Blue Line, Thailand– Design of 2 x 5.2km single track metrotunnels and four underground stations

Lower Inn Valley High Speed Rail Tunnels, Tyrol, Austra –Checking engineer for approximately 30km of double tracktunnels (NATM,TBM, open cut); S1 Tunnel Danube Lobau,Vienna, Austria – Design of a 7.8km long 15m diameter twin-tube highway tunnel (with a 6km long TBM drive); BudapestMetro Line 4, Hungary – Project management of a 7.3kmlong section of TBM running tunnels

a) US$3.96Mb) US$3.96M

Dawn UndergroundEngineering10 Village CourtHazletNJ 07730USATel: +1 732 739 8840Fax: +1 732 739 8870Email: [email protected]:www.dawnunderground.com

TBM in rock and softground,microtunnelling, dropshaft design,Geotechnical BaselineReports, design ofshaft supports, designof groundimprovements

Contract T230 Relief Sewer, Cleveland, USA– Design and geotechnical engineering for11,000lf of 6’ i.d. sanitary relief sewer and sixshafts; Linden Flood Control, Linden NJ, USA– Design of twin 330lf 66” RCP storm sewersin microtunnel beneath 14 active rail lines withshallow cover; Toledo East Side Water Main,USA – Design and geotechnical engineeringfor 1,600lf 48” concrete pressure pipe intunnel beneath the Maumee River; Mill CreekTunnel Phase 2, Cleveland, USA – Design of3 vortex drop structures

Croton Water Tunnel, NYC, USA – Design of TBM option fortwin 9ft i.d. water mains in rock tunnel to connect the NewCroton aqueduct with a new water treatment plant; KensicoWater Tunnel, NYC, USA – Member of design team for shaftsand tunnel for new water supply line; Dobson Run FloodRelief Sewer, Philadelphia, USA – Design and geotechnicalengineering for 3,500lf of 12’6” i.d. storm relief sewer in rockby TBM or roadheader; Dugway East Interceptor ReliefSewer, Cleveland, USA – Design and geotechnicalengineering for two RR crossings in tunnel (hand mined andmicro) for 78” and 48” relief sewers; CSO Facilities Plan, NY,USA – Evaluation of tunnel storage options

Undisclosed



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20–22 April 2009Lyon, France

1 603 448 [email protected]

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017tun0109 26/1/09 11:53 Page 17

E

Donaldson AssociatesEastfieldChurch Street, UttoxeterStaffordshireST14 8AAUnited KingdomTel: +44 1889 563680Fax: +44 1889 562586Email: [email protected]: www.donaldsonassociates.com

Design, sitesupervision, technicaladvice for all tunnelrelated projectsincluding civil,structural andgeotechnical aspectsfrom pre-feasibility toconstruction, assetmanagement andremedial works, expertwitness services

River Exe Estuary Crossing, UK – Design of3km x 3m diameter sub-aqueous tunnel tocarry new gas transmission lines, utilising aslurry TBM for excavation through mudstonesand breccias; Thames Tideway, UK – Sub-consultants to Faber Maunsell, assisting inconcept design of numerous CSOs; BristolCity Centre Flood Alleviation Scheme, UK –Design of an 850m tunnel in central Bristolundertaken by drill and blast in rocks rangingin strength from weak to very strong. Internalconcrete lining is yet to be undertaken

Primary Drainage Works, London, UK - Design of 1.5km ofsewers and 15 shafts on a major development site for aninternational sports arena, together with design of numerousundertrack rail crossings associated with a new commercialsite adjacent to the same development; National GridTransco – North London Cable Tunnels, UK – Developmentof reference design for approx 20km of 4m diameter cabletunnels and associated shafts; Tunnelling Advice, MiddleEast – Provision of advice and assistance for the constructionof new tunnels in Bahrain,Abu Dhabi, Mecca and Jubail;London Underground Step Free Access Programme, UK –Design of a new lift shaft at Green Park Station

Undisclosed

Companyinformation



EBA EngineeringConsultants9th Floor, Oceanic Plaza1066 West HastingsVancouver, BCV6E 3X2CanadaTel: +1 604 685 0275Fax: +1 604 684 6241Email: [email protected]: www.eba.ca

Rock tunnel design,tunnel inspection,support design,geotechnical &geological mapping,geotechnicalinvestigation, CM,instrumentation &monitoring, seismictunnel assessment

Coquitlam Dam Tunnel, Vancouver, Canada– Employed by GVRD to assess the dam outlettunnel stability as part of remediationprogramme; First Narrows & Port MannWater Supply Crossing, Vancouver, Canada– Employed by GVRD to assess tunnels andpipelines for water supply crossings. FEsoftware used to assess seismic risk andrecommendations made on remediationmeasures; 44th Ave Water Main Tunnel,Burnaby, Canada – Site investigation, routeselection and preliminary design of the tunnel

Seymour-Capilano Twin Tunnels, N. Vancouver, Canada –Assessment and mapping of geotechnical and geologicalconditions for 14.6km of twin TBM water transfer tunnels.Work involves producing sidewall maps, water inflowmeasurements and rock sample collection and testing;Nanaimo Aqueduct Tunnel, Vancouver Island, Canada –Assessment and rehabilitation of an aqueduct tunnel.Workinvolves assessing geotechnical conditions, permanent supportdesign, CM and QA; RAV Line, Vancouver, Canada – Workingfor SNC Lavalin on the bored and C&C section, Marine Drive toWaterfront Station.Work includes site investigation along theroute, including over 40 boreholes, & coordination of lab tests

a) US$16Mb) US$0.59M

EGIS TunnelsLes Pleiades No 35Park Nord Annecy74373 PringyFranceTel: +33 4 5027 3939Fax: +33 4 5027 3940Email: [email protected]: www.egis.fr

Geology, soil & rockmechanics, civilengineering, M&E,ventilation, fire studies,risk & danger studies,rescue & interventionplans, analysis ofpollution, monitoring,diagnosis &rennovation of tunnels,operation

Thira Tunnel, Albania – Design of 5.5km longmotorway tunnel; A51-Sinard, France – Fullproject management of tunnel drilling worksand studies. Detailed design of engineeringstructures; Pir Panjal Road Tunnels,Kashmir, India – Design and studies for8.7km of road tunnels; Lyon-Turin,France/Italy – Construction of St Martin LaPorte gallery, two galleries and carried out pre-development work on site. Studies for main52km tunnel; Grands Goulets Tunnel, France– Studies and works for several tunnels

Maurice Lemaire Tunnel, France – Project management (inJV) for design and construction of renovation for 7km tunnel.Administrative procedures (impact studies, environmental andgroundwater studies, safety study); A89 Tunnels, Lyon-Balbigny, France – Project management. Full design and sitesupervision of 3 tunnels - Violay (4km), Chassolet (1km) &Bussieres (1km); A8 Tunnel Rennovation, France – Projectmanagement. Full design and site supervision for the upgradeof 5 tunnels and construction of a new 1km tunnel (BorneRomaine); Croix-Rousse Tunnel Renovation, France –Project management/design of the functional and technicalprogramme for design & build contract

a) US$48Mb) US$22M

ELEA iCDunajska cesta 21Sl-1000 LjubljanaSloveniaTel: +386 1 420 1060Fax: +386 1 420 1066Email: [email protected]: www.elea.si

Geological,geotechnical andnumerical modelling,structural and tenderdesign,electromechanicaldesign, architecturaldesign, constructionsupervision

Sentvid Tunnel System, Slovenia – Variouslots completed.Tunnel length approx. 3.5km(NATM); Tabor and Barnica Tunnels,Slovenia – Two twin road tunnels, length1850m (NATM: 105m2) including geologicaland geotechnical modelling and E&Mequipment; Karavanke Tunnel, Slovenia –Rehabilitation studies for a highway tunnel

Sentvid Tunnel System, Slovenia – Twin road tunnel in urbanarea; Vodole Tunnel, Slovenia – First tunnel in SLO with aMarkovec Tunnel, Slovenia – Two twin road tunnels in urbanarea, length 4km (JV with IRGO consulting) (NATM: 105m2);Tabor and Barnica Tunnels, Slovenia – Two twin roadtunnels, length 1850m (NATM: 105m2) including geologicaland geotechnical modelling and E&M equipment; LescevjeTunnel, Slovenia – Twin road tunnels; Cenkova Tunnel,Slovenia – Twin road tunnels; Karavanke Tunnel, Slovenia –Rehabilitation of highway tunnel; Sten Tunnel, Slovenia –Consultant for client; Encarnaçao Metro Station, Lisbon,Portugal; 3rd Development Axis, Slovenia – Studies


European TunnellingServices5 Fleet RoadBenfleet, EssexSS7 5JEUnited KingdomTel: +44 1268 750708Fax: +44 1268 750708Email: [email protected]

Advice on TBMselection, specification,procurement andmanufacture

Qumroud Water Transport Tunnels, Lots 1 &2, Iran – TBM specification for SabirWaterworks & Dam Company; ChannelTunnel Rail Link, Section 2, London, UK –Specialist TBM advisor to CTRL working oninsurance claims

TBM Consultancy, CLRL, London, UK – Specialist TBMadvisor to Crossrail promotor, Cross London Rail Links (CLRL).Member of Expert Panel. Lower Lea Valley Cable Tunnels,London, UK – Specialist TBM advisor to J Murphy & Sons,responsible for drafting TBM specification, procurement andmanufacture; Thames Tideway Project, London, UK – Peerreview member for Thames Water; Deerborn, USA – TBMexpert working for insurers

Undisclosed

3G Gruppe Geotechnik GrazElisabethstrasse 22/IIA-8010 GrazAustriaTel: +43 316 3377 99Fax: +43 316 3377 9911Email: [email protected]: www.3-g.at

Geological, hydro-geological &geotechnical servicesfor design &construction, structuraldesign for cut & cover,NATM and TBMtunnels, sitesupervision, claims,tunnelling in squeezingground, tunnelling incomplex conditions

Freeway Pafos-Polis, Cyprus – 3 x tunnels.Geological, hydrogeological & geotechnicalservices.Tender design for PPP project; InnHEP Project (88MW), Austria/Switzerland –Geological, hydrogeological & geotechnicalservices. Detailed design, tender design;Central Area Carinthia, Austria – HSR routeselection. Geological mapping, rock massmodelling, geotechnical assessment (totaltunnelling 40km); Dagachhu HEP Project(100MW), Butan – Investigation, comparisonof alternatives, feasibility, detailed design

Metsovo Tunnel, Greece – Second tube for 2-lane NATM roadtunnel, 3.5km, incl. a 1.8km long vent tunnel, in squeezingground. Geotechnical & structural design, technicalsupervision; Koralm Tunnel, Austria – 32.8km long twin-tuberail tunnel (NATM and TBM). Site supervision, geologicaldocumentation of exploratory tunnels & shafts, geological &geotechnical design; Tauern Gas Pipeline, Austria – 20kmtunnel section. Geological, hydrogeological & geotechnicalinvestigation & design work. Route selection, feasibility study,environmental impact study, preliminary design; Eisack HEPProject (90.9MW), Italy – Geological, hydrogeological &geotechnical consulting. Feasibility, EIS, preliminary design




G


Gall Zeidler Consultants44345 Premier PlazaSuite 210Ashburn,Virginia 20147USATel: +1 703 726 2700Fax: +1 703 726 6999Email: [email protected]: www.gzconsultants.com

Geotechnicalengineering, NATM/TBM tunnel design, soilimprovement,construction design,soil structureinteraction analysesand calculation,instrumentation &monitoring, claims,waterproofing, shaftdesign, CM

Fort Canning Tunnel and Realignment ofStamford Road, Singapore – Three lanehighway tunnel; Bergen TunnelRehabilitation, Jersey City, NJ, USA –Rehabilitation of 120-year old twin-trackrailway tunnel, partially brick lined;Weehawken Tunnel, North Bergen, NJ, USA– Reconstruction of railway tunnel and station

Dulles Corridor Metrorail, Northern Virginia, USA – TBMand NATM subway tunnels and underground station at DullesInternational Airport; East Side Access, NYC, USA –Manhattan running tunnel, crossover caverns, Grand CentralTerminal Station caverns; King’s Cross StationRedevelopment, London, UK – Underground stationredevelopment; Crossrail, London, UK – Subway tunnels andstations; Trans Hudson Express, NJ, USA – Single-trackrailway tunnels and underground stations; Beacon Hill Stationand Running Tunnels / West Portal Wall, Seattle, USA –Running tunnels and station


Companyinformation



GeoConSol17 Everett StreetSherbornMA 01770USATel: +1 508 650 3600Fax: +1 508 650 3688Email: [email protected]: www.geoconsol.com

Tunnels, tunnel boringdiffering siteconditions, forensicinvestigations,constructionproductivity

Boston Harbor Outfall, USA; Boston CentralArtery, USA; Metropolitan WaterReclamation District, Sewer Tunnels,Chicago, USA; Various Pipe JackingProjects (New England, Texas, California);LA Subway, Los Angeles, USA; Tsen-WenWater Supply Tunnel, Taiwan

Singkarak Hydropower Plant, Indonesia – Total of 7km, withdiameters varying from 1.5m to 3m; Washington Subway,Washington DC, USA – 1.5km of 6m diameter tunnel;Various Pipe Jacking Projects (New England, Hawaii,California, Texas); DTSS, Singapore; Cable Tunnel,Singapore

Undisclosed

GeoconsultHölzlstrasse 5A-5071 Wals, SalzburgAustriaTel: +43 662 659 650Fax: +43 662 659 6510Email: [email protected]: www.geoconsult.at

All ground conditions,from hard to soft rock,cohesionless sand & allcohesive soils andmixed face conditions.Conventionaltunnelling, shield andTBM tunnels. Specialexpertise incompressed air,ground freezing andgrouting

Lyon-Turin HSRL, France/Italy – 53km +12km tunnels EIS; Arlberg Rail & RoadTunnel, Austria – Preliminary, tender &detailed design; New MetroRail City Project,Contract 27/03, Perth, Australia – 800mtwin tube bored tunnel (EPB), 1.5km C&C and2 x underground stations; AGTS Tunnels,Atlanta, USA – Detailed design; A10Katschbergtunnel, 2nd Tube, Austria –Preliminary & detailed design; BAB A38,Höllberg Tunnel, Germany – Preliminary,tender & detailed design of 2 road tunnels

Brenner Base Tunnel, Austria – 55km rail tunnel.Preliminarydesign, EIS; Tapovan Vishnugad HEP, India – Design review,consulting & construction supervision; HSR Munich-Verona,Austria – Lots H2-2, H3-6, H4-3, H5, H6, H7 & H8. Detaileddesign & construction supervision; Pir Panjal Tunnel T80,India – 10km rail tunnel. Detailed design & constructionsupervision; Koralmtunnel, Austria – 32km rail tunnel.Design & EIS; Lowari Rail Tunnel, Pakistan – 8.5km railtunnel; Metro Dubai, UAE – Detailed design for TBM sections;Metro Budapest, Line 4, Hungary – Tender & detailed design;Shimla Tunnels, India – 7 road tunnels; HSR Lahore-Rawalpindi, Pakistan; Lainberg Tunnel, 2nd Tube, Austria

a) US$12.7Mb) US$10.4M

GeocontrolCristóbal Bordiú 19-215a planta28003 MadridSpainTel: +34 91 553 1763Fax: +34 91 554 9396Email: [email protected]: www.geocontrol.es

Tunnelling (D&B,TBMs, cut & cover),geological, hydro-geological and geo-technical studies,underground constr-uction engineering andconsultancy, safety &fire protection, tunnelinspection, technicalassistance duringconstruction

HSR Upgrade Lorca, Spain – Design;Orense-Monforte-Lugo HSR (Canabal’s By-pass), Spain – Design; Highway GC-1,Puerto Rico-Mogán, Canary Islands –Construction supervision; Tunnel ofPadornelo, Spain – Design of therehabilitation of an old 6km long tunnel on theHSR line to Galicia; Tunnel of Archidona,Spain – Design of a 2km long HSR tunnel(D&B) for the new line between Bobadilla andGranada

Guadarrama Tunnels, Spain – Twin bore HSR tunnels,28.3km (4 Ø10m double shield TBMs). Technical assistance;San Pedro Tunnels, Spain – 2 twin-tunnels, 9km each.Technical assistance; Abdalajis Tunnels, Spain – 2 twintunnels, 8km each (2 TBMs Ø10m).Technical assistance;Barcelona Metro, Spain – Assisting in the administration ofextension on Line 3 (D&B) and expertise on Line 9 (EPB Ø12mand TBM Ø12m); Access NW to Santiago de Chile – 5motorway tunnels (D&B, 3.2km). Design; Variante Vespucio-El Salto-Kennedy, Chile – 2 twin road tunnels in Santiago deChile for Dragados-Hochtief (1.6km D&B); Lalin-SantiagoHSR, Spain – Technical assistance to ADIF

Undisclosed

GeodataCorso Duca degli Abruzzi 48/EI-10129 TorinoItalyTel: +39 011 5810 611Fax: +39 011 597 440Email: [email protected]: www.geodata.it

Planning, design,supervision &management oftunnels, time/cost &risk analysis, TBMs,pre-cast linings, C&C,monitoring;environmental controlsystems & fire safety,health & safety, expertwitness, independentdesign check

Turin Metro, Line 1, Italy – Detailed designand construction management; HSR Milan-Naples, Bologna Uunderpassing, Italy –Technical assistance for 2 6km EPB-TBMtunnels; Lyon-Turin HSR, France/Italy –53km base tunnel & 12km Bussoleno Tunnel.Design of civil & underground works; OuedTlelat Railway, Algeria – Design of theunderground works & related geological andgeotechnical studies; San Martino UrbanTunnel, Italy – Final design and constructionfollow up

Gibraltar Strait Tunnel, Morocco/Spain – Updating design;Palermo Rail Crossing, Italy – Design & project manage-ment; Turin Metro Ext, Italy – Design & CM; Frejus RailTunnel Upgrade, Italy – Construction design & follow-up;Salerno Reggio Calabria Motorway, Lot 2, Italy –Infrastructure design; Palermo-Agrigento Railway, Italy –Project management; Bologna Metro, Line 1, Italy – Finaldesign; Chengdu Metro Line 1, Phase 1, Lot 3, China –Consultancy; Malakasi Hydraulic Tunnel, Greece – Finaldesign; Electrified Double-Track Project, Ipoh-PandangBesar, Malaysia – Detailed engineering design; Douera Dam,Algeria – Final design & construction management


Geo-DesignIbsley HouseMockbeggar LaneRingwoodHampshire, BH24 3PRUnited KingdomTel: +44 1425 473005Fax: +44 1425 473007Email: [email protected]: www.geo-designgroup.com

Specialist design &feasibility reviews,assessment oftunnelling conditions,state-of-the-artnumerical modelling,evaluation of insitustress fields, caverndesign & performancemonitoring, large spancavers under limitedcover

Tel-Aviv Railway, Israel – Review of tunnelbifurcation and 4 track station caverns; RosiaMontanna, Romania – Review of minestabilisation; Dublin Metro North, Ireland –Reference design of O’Connell Street Stop;Gautrain, South Africa – IndependentChecking Engineer of 3 bifurcation cavernsand stations; Gerrards Cross, UK – Review oftunnel collapse; Hong KongWest, HK –Review of alignment and inflow prediction;Dublin Port Tunnel, Ireland – Detailed designof cross overs; DTSS, Singapore – Review ofchamber collapse causes

West Island Line, HK – Detailed design of main cavern andintersections for two metro station caverns; Express RailLink, HK – Review of Preliminary Design of bifurcationcaverns; Shatin Central Link, HK – Specialist input todevelopment of cavern options for metro station in cavern;Gilgel Gibe II Hydroelectric Project, Ethiopia – Independentreview of tunnelling conditions; Brisbane Airport Link,Australia – Highway cavern review; Canal Basin Cavern andMine Gallery, UK – Stability assessment and review ofstabilisation options; Bincombe Tunnels, UK – Assessment ofimpact on tunnel by proposed road cutting. Investigation ofconstruction shaft



GeosigmaBox 894SE-75108 UppsalaSwedenTel: +46 18 650 800Fax: +46 18 121 302Email: [email protected]: www.geosigma.se

Site investigation(geological, hydrogeological,geophysical), groundwater, pollutants in soiland rock, GeotechnicalBaseline Reports,design of undergroundworks

Geological Deep Repository (for high levelnuclear waste), Sweden – Pre studies;Ådalsbanan Railway Tunnels, Härnösand,Sweden – Geophysical site investigation;Citybanan Rail Tunnels, Stockholm,Sweden – Rock characterisation

Geological Deep Repository (for high level nuclear waste),Sweden – Site investigation; Citybanan Rail Tunnels,Stockholm, Sweden – Project management; ÅdalsbananRailway Tunnels, Härnösand, Sweden – Projectmanagement; Hallandsås Railway Tunnel, Sweden –Member of the technical committee

a) US$11Mb) US$8M

Companyinformation



GeotunnelMolo Ponte Morosini 1316186 GenovaItalyTel: +39 010 752 701Fax: +39 010 750 603Email: [email protected]: www.geotunnel.it

Design of ventilation,bolting, drill and blast,belt conveyors,computerised drillingand foundations

Various foundations projects: Venice, Italy –Deep foundations; Moderne, Italy – Fulldisplacement piles; Rome, Italy – Soil mixing;Drilling projects: Salerno Reggio CalabriaHighway, Italy – Drilling with 2 jumbos(Robodrill);

Rome Metro, Italy – Specification of plant for AstaldiCompany; Bologna, Italy – Specification of plant for AstaldiCompany; Variante di Valico Project, Italy – Belt conveying(Marti Technik)

a) US$11.8Mb) US$11.8M

GIUA & Partners59 Viale Parioli00197 RomeItalyTel: +39 06 8069 1529Fax: +39 06 8075 575Email: [email protected]: www.giuapartners. com

Design/engineering forlighting, ventilation,safety systems,electrical equipment,fire protection, trafficcontrol (CCTV, PMV,etc), risk analysis, CFD

A12 Highway, Italy – Final design of E&M,lighting and safety systems for 10 tunnels(14km in total); Statal Road SS589, Laghi diAvigliana, Italy – Preliminary, pre and finaldesign of ventilation and fire systems for 2tunnels; Statal Road SS340, Regina, Italy –E&M, ventilation, safety and comms systemdesign for 2 tunnels; Corso d’Italia UrbanTunnels, Rome, Italy – Design, supervisionand CM of lighting system; Statal Road SS23,Sestriere, Italy – E&M and comms systemsdesign for 2 bi-directional tunnels (1.7km)

Rome Ring Road, GRA, QNO segment, Italy – Design,supervision and CM of E&M and safety system for 10 urbantunnels; Motorway Terni-Rieti, Italy – Design andconstruction management of E&M and safety system for 3 bi-directional tunnels (6km in total); Statal Road SS42, Tonale,Italy – E&M and safety system design for 3 single tube, bi-directional tunnels (6.1km in total); Laghi di Pusiano Tunnel,Italy – 2km bi-directional tunnel. Design of all E&M, ventilationand safety systems; Saudi Arabia – Final design of E&Msystems for 36 tunnels (12km); Rome Underground, Line C,Rome, Italy – Pre and final design of E&M systems for 10stations

Undisclosed

GOBAPO Box 180Sunninghill 2157South AfricaTel: +27 11 236 3300Fax: +27 11 807 8535Email: [email protected]: www.goba.co.za

Drill and blasttunnelling, hard rockand soft ground TBMtunnelling, design andconstructionsupervision, claimsevaluation andadjudication, DABs andmediation

Durban Harbour Tunnel, South Africa –600m long sub-aqueous tunnel excavated35m below sea level with mixed shield slurryTBM, with precast segmental lining and tunnelgradient up to 20%; Gautrain, South Africa –Underground works design for biddingconsortium for 15km of high speed rail link;Leeuwkes Relief Outfall Sewer Tunnel – Drilland blast tunnel; Lesotho Highlands WaterProject – Mohale-Katse Tunnel, 32km hardrock TBM tunnel. Matsoku Diversion Tunnel,6km drill and blast tunnel

Lesotho Highlands Water Project – Feasibility studies offuture development options for further phases. Detailedfeasibility study for Phase 2, including preliminary design of40km of hard rock tunnels

a) US$35Mb) -

Golder Associates2390 Argentia RoadMississaugaOntario, L5N 577CanadaTel: +1 905 567 4444Fax: +1 905 567 6561Email: [email protected]: www.golder. com

Environmental permits,risk management, sitecharacterisation,tunnellingmethodology, groundresponse, groundimprovement, groundwater control, rocksupport, pressuretunnel design,instrumentation, tunnelrehabilitation

2nd Auckland Harbour Crossing, NewZealand; Bondi Sewage Treatment & PerthRailway Tunnels, Australia; Antamina MineDiversion & Decant Tunnels, Peru;Brightwater Sewer Tunnels, US; SanVicente Water Supply and Arrowhead East& West Inland Feeder Tunnels, US;Edmonton South LRT, Canada; Heart LakeSewer Rehabilitation and Canadian Libraryof Parliament Access Tunnels, Canada; EastSide Access, NY, US; Mission Valley EastLRT, US; PATH Tunnel, New Jersey, US

Upper Mamquam Hydro Project; Second Narrows WaterTunnel, BC, Canada; Low Lift Pumping Station Tunnel,Hamilton; St. Lawrence River HDD Crossing, Quebec; YorkPeel Water Main & Sanitary Sewers, Ontario; HallandsåsTunnel, Sweden; Lumwana Mine Development, Zambia;Underground Command Post, South Korea; Lyon-TurinHSR; Turin Metro; Milan-Napoli HSRL; Bakun WaterSupply, Philippines; KHNP Cooling Water Tunnels, S Korea;Nathpa Jhakeri HEP, India; Dendrobium Mine Access;Cincinnati CSO, Ohio; Pittsburgh North Shore TransitConnector, Pennsylvania; Pine Mountain Highway, NorthCarolina; Blue Ridge Outlet & Nancy Creek Tunnels, US

Undisclosed

Gruner ConsultingEngineersGellertstrasse 55CH-4020 BaselSwitzerlandTel: +41 61 317 6161Fax: +41 61 312 4009Email: [email protected]: www.gruner.ch

Civil engineering,underground structuralengineering,hydroelectric andhydraulic engineering,tunnel safety, tunnelaerodynamics

J2 Sissach Bypass, Chienberg Tunnel,Switzerland – Design and site supervision (inJV), ecological site supervision; B33 HornbergBypass, Hornberg Tunnel, Germany –Design of M&E installations, tunnel ventilationincluding escape galleries and air locks,energy supply, lighting, telecoms, trafficmanagement; Munich-Verona rail link,Germany – (Radfeld-Baumkirchen section)design, site inspections; A16 Transjuranemotorway, Beuchille tunnel, Switzerland –Detailed design/production information

Gotthard Base Tunnel, Switzerland – (GBTN), planningapplication and detailed scheme for two 20km long singletrack tunnels (Erstfeld-Amsteg-Sedrun), with intermediateattack at Amsteg

a) US$46.6Mb) US$8M




Halcrow GroupVineyard House44 Brook GreenLondonW6 7BYUnited KingdomTel: +44 20 7602 7282Fax: +44 20 7603 0095Email: [email protected]: www.halcrow.com

Conceptual,preliminary & detaileddesign, settlementanalysis & buildingdamage assessment,contract documents &procurement strategy,tender & detaileddesign for contractors,project modelling,project & constructionmanagement

Crossrail, Isle of Dogs-Abbey Wood(MDC4), London, UK – Design of south eastsection of Crossrail, including 7 shafts, 3portals and underground station; DLR Ext toWoolwich, UK – Performance specification forlife safety & ventilation systems for a 2.6kmlight rail extension & underground station; HSLZuid Rail Tunnels, The Netherlands –Aerodynamic calculations for 3 tunnels, using1D ThermoTun tunnel aerodynamicsprogramme; Edinburgh Airport Rail Link,Scotland – Design of proposed rail link

Tottenham Court Rd Station Upgrade, London, UK – Multi-disciplinary design services to increase station capacity,including new, enlarged escallators, new tunnels, new stationconcourse; Northern Line Package 4, RIBA Stage D,London, UK – Preparation of RIBA D outline design for coolingoptions for two stations; Vauxhaull Station Step FreeAccess, London, UK – Detailed design of tender documentsfor step-free access (RIBA Stages E F G) and congestion relief(RIBA Stages E F G), through re-arrangement of existingfacilities; Highbury & Islington Station Step Free Access &Capacity Enhancement, London, UK – Modernisation andenhancement of station and step free access to platforms

a) US$671b) -

Companyinformation



Haley & Aldrich465 Medford StreetSuite 2200BostonMA 02129-1400USATel: +1 617 886 7400Fax: +1 617 886 7600Email: info@ haleyaldrich.comWeb: www.haleyaldrich.com

Geotechnical siteinvestigation andgroundcharacterisation, tunneland shaft design,microtunnel design,HDD design,constructionmanagement

Detroit River Outfall Tunnel No.2, Detroit, US– Geotechnical investigations/design andconstruction phase services for 1,850m tunnel(slurry TBM); Alvarado Trunk Sewer Phase IITunnel, San Diego, US – Tunnel redesign forØ0.75m HDPE carrier pipe beneath 8-lanehighway;Alvarado Water Treatment PlantConveyance Tunnel, San Diego, US - Designrecommendations and CM; St George HEP,Canada – Geotechnical studies and tunneldesign; Numerous small diameter tunnelsfor various water and WW projects, CA, US

Easterly CSO Plan, Cleveland, US – Preliminary engineeringfor over 15km of rock tunnels, 4.6km of soft ground tunnels,and 12km of conduit; APM, Washington Dulles Airport, US –Underground engineering, construction monitoring for tunnelsbetween main terminal and concourses; Providence CSO,Providence, US – Field investigation, geotechnical design andconstruction phase services for 4.8km of rock tunnel;Potomac Bi-County Supply Main, MD, US – Alignmentstudy-phase geotechnical study for an approximately Ø2.1m,8km long treated water main; Croton Water Treatment PlantProject, NY, US – CM geotechnical support for undergroundWTP and tunnels; Design of over 30 large Ø HDD crossings

a) US$75Mb) US$29M

Hatch Mott MacDonaldTransportation & Tunnels27 Bleeker StreetMillburnNJ 07041USATel: +1 973 379 3400Fax: +1 973 376 1072Email: [email protected]: www.hatchmott.com

Soft ground and hardrock tunnelling, TBMs,slurry shields, EPBMs,single pass pre-castconcrete linings,geotechnical servicesfor tunnelling, riskmanagement tunnelventilation, fire/lifesafety

Dulles APM Tunnels, US – Design of tunnelsand ventilation for tunnel network; Beacon HillStation/Tunnels, US – Design and CMservices; Mission Valley East LRT, US –Design/CM support for light rail tunnel; LowerNorthwest Interceptor, CA, US – Design andCM support services for twin subaqueoussewer tunnel crossings; Brightwater SewerTunnels, US – Design of precast concretesegmental linings; Elizabethtown WaterTunnel, US – Design/CM

East Side Access, NY, US – CM services; Transbay Terminal,SF, US – PM; Middlesex Tunnel, NY, US – Design and CM forsewer tunnel; North Dorchester Bay CSO, Boston, US – CMservices; Calif High Speed Rail, US – On three teamsstudying sections between LA and SF; LAWA Expansion, US –Design; Dulles MetroRail, US – PM for new rail link; SiliconValley Rapid Transit, US – Design/programme controls;Cross Sound Link, NY, US – Project and design developmentfor 29km highway tunnel; Niagara Tunnel Project, Canada –Procurement of DB team and CM; Spadina Extension,Canada – PM for new transit line in Toronto; SoutheastCollector, York Region, Canada – Design and CM services

Undisclosed


H

TWINNY T

TRIAC DRIVE PID

TWINNY T: For all plasticsused in tunnel engineering.With simple-to-replacecombi-wedges.

TRIAC DRIVE PID: This lightsemi-automatic tool performsmasterly in all directions.

Tunnel masterbuilder

PLASTIC WELDING

Leister Process TechnologiesSwitzerland / www.leister.com

I

HBI HaerterStockerstrasse 12CH-8002ZurichSwitzerlandTel: +41 44 289 3900Fax: +41 44 289 3999Email: [email protected]: www.hbi.ch

Ventilation, pollutiondispersion,aerodynamics/climate/safety & mechanicalequipment, consulting/studies & designchecks, design/planning &commissioning, sitesupervision &measurements,acceptance & fire tests

Rail: Lötschberg Tunnel, Switzerland –35km, longitudinal & transverse in rescuestations; Munich Marienplatz, Germany;Road: Cross City, Sydney, Australia – 2.2km,longitudinal, point extraction; Fluelen Tunnel,Switzerland – 2.5km longitudinal, pointextraction; Boehaemmer Tunnel, Germany –Emergency scenarios; Gotschnatunnel,Switzerland – 4.2km, semi transverse;Loppertunnel, Switzerland – 1.5km semitransverse; Chienberg Tunnel, Switzerland;Dublin Port Tunnel, Ireland

Rail: Gotthard Tunnel, Switzerland – 57km, longitudinal &transverse in rescue stations; Brenner Base Tunnel, Austria– 54km, longitudinal & transverse in rescue stations; CeneriBase Tunnel, Switzerland – 15km; Engelberg Tunnel,Switzerland – 5km; Road: Kirchenwaldtunnel, Switzerland– 1.6km, ventilation; N5 Biel 3 Tunnels, Switzerland –2.5km, 1.3km and 945m, longitudinal; Nordtangente Basel,Switzerland – 2.9km, ventilation; Rheinufertunnel,Düsseldorf, Germany – 1.9km; Wattkopftunnel, Germany;Frankenschnellweg, Germany; Elbtunnel, Germany;Schweizerhalle, Switzerland; Taloun & Alborz RoadTunnels, Iran; N-W Bypass Meran, Italy


Companyinformation



HNTB Corporation715 Kirk DriveKansas CityMO 64105USATel: +1 617 542 6900Fax: +1 617 428 6905Email: [email protected]: www.hntb.com

Tunnel design,programme manage-ment, geotechnicalinterpretation, safetysystems, ventilationdesign, seismic retrofitof tunnels, lighting,control systems,construction manag-ement, permitting,planning studies, riskmanagement

Minneapolis St Paul Light Rail, Minneapolis,US – Design and construction management ofdual 7,400ft long, Ø20ft EPB bored tunnels andmined station; CA/T Project, Congress toNorth Street (Section 17A), Boston, US –Design of a 3/4 mile long cut & cover tunnel,including ventilation, lighting and life/safetysystems; Feasibility Study, Dallas, US –Feasibility study for 5 miles of dual highwaytunnels; Northwest Side Relief Sewer,Milwaukee, US – Design and CM of 7.2 milelong, Ø20ft CSO and storage tunnel

Devil’s Slide Tunnel, California, US – Dual 4000ft long, 30ftwide, NATM highway tunnels through various rock formationsand fault zones, in an active earthquake area.Tunnel traversesthrough a mountain and is approx. 300ft below groundwaterlevels; Dulles International Airport Tunnels, WashingtonDC, US – 10 mile long, US$400M loop tunnel system tosupport a new Automatic People Mover, baggage transportsystem, etc. between terminals – TBM, C&C and NATM; PortWashington Road Relief Sewer, WI, US – 2 mile long rocktunnel with 2 x Ø30ft work shafts located 300ft below ground;County Grounds Floodwater Bypass Tunnel, WI, US – 1mile long, Ø17ft soft ground tunnel (EPBM)

Undisclosed

Hyder Consulting29 Bressenden PlaceLondonSW1E 5DZUnited KingdomTel: +44 20 7316 6000Fax: +44 20 7904 9064Email: [email protected]:www.hyderconsulting.com

Planning and design ofcaverns, rock tunnels,soft ground tunnels,immersed tube, cut &cover, box jacks &microtunnels for rail,road, water andutilities. Geotechnical,civil, M&E, operationsand maintenance, riskmanagement

Cross City Tunnel, Sydney, Australia –Independent project verifier; Lane CoveTunnel, Sydney, Australia – Feasibility andpreliminary and tender design, expert adviceon ventilation of 3.5km motorway tunnel;Taiwan HSR C230&240 – Mined and cut &cover tunnels; Nickel Mine, WesternAustralia – Preliminary design of access adit;Fernleigh Tunnel, Newcastle, Australia –Rehabilitation of old brick lined rail tunnel;Kuala Lumpur Sewerage Scheme, Malaysia– Temporary works design checks

Kowloon Southern Link, HK – Independent checkingengineer for M&E works; Lai Chi Kok Drainage Tunnel, HK –Feasibility study and preliminary design; Lai Chi KokReservoir Transfer Tunnel, HK – Feasibility study; Epping toChatswood Rail Link, Sydney – Independent project verifier;Doha North STW, Qatar – Detailed design of 20km sewers;Manton Shaft, UK – Ø25m shaft and microtunnels; DubaiLight Rail, UAE – Design of 2 stations; Abu Dhabi SewerageMaster Plan, UAE – Preliminary design; Circle Line, Stage 2,Singapore – Detailed design for 4 stations; North SouthBypass, Brisbane – Lead consultant in JV and tender designof 5.3km twin bore road tunnel under Brisbane River

a) US$413Mb) US$7.12M

HydrocoopDobsinskeho 32PO Box 92SK-81005 Bratislava 15SlovakiaTel: +42 124 5522 116Fax: +42 124 5640 927Email: [email protected]: www.hydrocoop.sk

Design of trenchlesssewers DN2600-3000

Malokarpatsky Region Sewerage System,Slovakia – Main pressure sewer DN200-DN600, length approx 30km, for transport ofwaste water to central WWTP

Bratislava Waste Water Treatment Plant, Slovakia –Renewal and extension of Petrzalka waste water treatmentplant; Bratislava Waste Water Treatment Plant, Slovakia –Renewal and extension of Vrakuna waste water treatmentplant; Galanta Region Sewerage Systems, Slovakia –Sewerage system for 12 villages around Glanta Town

a) US$1.94Mb) US$1.3M

iC ConsulentenKaiserstrasse 45A-1070 ViennaAustriaTel: +43 1 52 169Fax: +43 1 52 169 15Email: [email protected]: www.ic-group.org

Geological andgeotechnical field workin difficult terrain, riskanalysis andmanagement, vibrationprognosis andmitigation, geothermalenergy extraction,geotechnical andstructural design forNATM and TBMtunnels, cavern design

Domokos- Lianokladi, Greece, Lot 367 –Independent checking engineer; ParcheggioSan Giusto Trieste, Italy – Urbanunderground parking caverns, groundinvestigation, modelling, detailed design andexecution design; Inoi-Chalkida Rail Tunnels,Greece – NATM design; Motorway SuaoHualien, Taiwan – Preliminary design, totallength 28km; Metro Lisboa, Portugal, LinhaVermelha, Station Encarnacao – Design ofNATM structures; Egnatia Odos, Greece -Tunnels Kostaraktos and Malakassi A and C

Kalambaka Igoumenitsa, Greece – Ioannina-Igoumenitsasection, design; Wienerwald Tunnel, Austria – Double-tubesingle-track rail tunnel, length 11.2km,TBM and NATM, detaildesign and geotechnical site supervision; Lainzer Tunnel,Austria – Single-tube double-track rail tunnel, NATM and C&C,detail design and geotechnical site supervision; HSR PortoVigo, Lots 1A/1B, Portugal – Alignment selection, groundmodelling and tunnel design, tunnels total approx. 42km;Sentvid Motorway Tunnel and Caverns, Slovenia –Geological and geotechnical modelling, risk assessment,design assistance and geotechnical supervision; Limberg HEP,Kaprun, Austria - Expanding existing HEP

Undisclosed

IGT Geotechnik & TunnelbauMauracherstrasse 9A-5020 SalzburgAustriaTel: +43 662 641 7270Fax: +43 662 662 6417 2921Email: [email protected]: www.igt.co.at

Design, constructionsupervision,consultancy & projectmanagement for allundergroundconstructions.Geotechnicalmeasurements &interpretation

Metro Kadiköy-Kartal, Istanbul, Turkey –Detail design and application design for an8.6km long section with six undergroundstations, NATM and TBM; Achraintunnel,Highway Bregenzerwald L200, Austria –Detail design and consulting for two three-lanetunnels, length 3340m, cross sections124.5m² and 142.4m² respectively

Tunnel Bejaia, Algeria – Three road tunnels, total length2100m. Detail and application design; A10 Tauerntunnel,Austria – 2nd tube, length 6.5km. Detail and applicationdesign, reconstruction and adaptation of the 1st tube; LainzerTunnel lot LT31, Vienna, Austria – Construction supervisionof 3km railway tunnel and emergency exits, side gallerymethod; Rapid Railway Vienna-Graz, Austria – Preliminarydesign, feasibility studies, approval design.Tunnel length 23-26km, 2 single-track tubes,TBM or NATM; A14 TunnelPfänder, Austria – 2nd tube, length 6.6km. Projectmanagement, supervision,TBM-shield

a) US$12.6Mb) US$11.9M



GRP Tubes for pre-tensioning ATP’s Anchoring System T-SH200

ATP is a firm highly specialized in developing and manufacturing structural composites for tunnel application. ATP’s products are sold and delivered to many European Countries, as well as in the Africa and Middle-East, all the way to the Far-East. In the area of large infrastructure works (roads, highways, toll-highways, railroads) utilization of GRP (Glass Reinforced Polymericmanufacts) has been limited to pre-consolidation of tunnels face. In traditional applications, the GRP elements act essentially as passive anchors, in other words, as the reinforcing strips of reinforced earths retaining walls; they had never been proposed for pre-tensioning mainly because of problems related to methods of applying and maintaining the pre-tensioning levels.ATP’s T-SH200, thanks to its special steel terminal , eliminates all problems of application of axial tensile loads. The T-SH200 anchoringbolt is a 60 mm OD – 40 mm ID composite tube, with a rough outersurface to improve adhesion, manufactured by “pultrusion” utilizing thermosetting polyester resins and continuous glass fiber reinforcements. The uniqueness of the system is “ the Head”, proprietary design, realized in steel in a way to allow application and holding tensioning of the bar up to 300 KN (but recommended for 200 KN design load).Main application of this product is for soil nailing to stabilize cups and slopes. It can also be utilized as “isolated” anchoring in retaining structures or to contrast hydraulic pressures. The pre-tensioning anchors T-SH200 of course offer also the traditional advantages of the GRP composites:

! Excellent corrosion resistance; ! Environmental respect: non polluting;! In case of lime stabilized embankments, metal anchoring would greatly suffer pH > 10-12 conditions, while GRP anchors

will offer excellent resistance;! The electric insulation of GRP avoids necessity to provide and maintain costly “grounding” for protection against dangerous

stray currents (as for metals).

The first application of T-SH200 has taken place at site portal of tunneling construction of “Galleria Manganaccia”, at the Bologna side entrance. This structure is part of the third lane addition in the project of “Variante di Valico” on the Milano-Napoli A-1 highway, and precisely at the section between Sasso Marconi and Barberino di Mugello close to Florence.

For more information call ATP srl: www.atp.sa.it tel.: +39-081-947777

023tun0109 26/1/09 11:49 Page 23

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IL-Laabmayr & PartnerPreishartlweg 4A-5020 SalzburgAustriaTel: +43 662 430 703Fax: +43 662 430 70333Email: [email protected]: www.laabmayr.at

Road tunnels, railwaytunnels, caverns,undergrounds, cityrailways, galleries,tunnel safety, tunnelinspection, tunnelrenovation, rockmechanics, soilmechanics

Fort Canning Tunnel, Singapore –Construction supervision; Waldeck HEP,Germany – Design, tender docs forrennovation; A7, A9, A10 Motorway Tunnels,Austria – Operational concept; BosruckTunnel, Austria – Site supervision; Neumarkt& Götschka Tunnels, Austria – Design forpermit; Bypass Saalfelden – Feasibility;Bypass Weyr – Feasibility, final design; LinzTramway, Austria – Feasibility; Ofenauer-Hiefler Tunnels – Design for permit;Henndorf Tunnel, Austria – Technical expert

Bosruck Tunnel, Austria – 2nd tube, 5.5km. Design, tenderdocs; Tradenberg Tunnel, Austria – Detailed design;Eibesbrunn Tunnel, Austria – Detailed design; TunnelketteKlaus, Austria – 4 tunnels, 2nd tubes (length 2.9km, 2.2km,0.8km, 0.5km). Design; Ganzstein Tunnel, Austria – 2ndtube, 2.1km. Design, tender docs; Lainberg Tunnel, Austria –2nd tube, 2.27km. Design; Gruenburg Tunnel, Austria –1.16km. Design, tender docs; Kieler Förde Renovation,Germany – Design, tender docs; Lainzer Rail Tunnel, Austria– Site supervision (LT31), technical expert (LT33); FlachauTunnel, Austria – Design; Kirchdorf & Kaltenbach Tunnels,Austria – Geotechnical advice

Undisclosed

Companyinformation



ILF Consulting EngineersFeldkreuzstrasse 3A-6063 RumInnsbruckAustriaTel: +43 512 2412 0Fax: +43 512 2412 5900Email: [email protected]: www.ilf.com

Cut & cover, minedtunnels (NATM), boredtunnels (TBM):consulting services,design and planning,procurement ofequipment, supervisionand projectmanagement, start-upand operation

Kaiser-Wilhelm Tunnel, Germany – 4.2kmsingle-track rail tunnel, TBM; Strenger Tunnel,Austria – 5.7km two-lane twin-tube roadtunnel, NATM; Babenroth Tunnel, Germany –Single-track rail tunnel 1km, NATM; Devil’sSlide Tunnel, USA – 1.3km road tunnel,NATM; Nika, Lagadia and Zigra MotorwayTunnels, Greece – Twin two-lane roadtunnels, approx. 500m each, NATM;Lötschberg Tunnel, Switzerland – Ferdensection, 8.2km twin tube rail tunnel, NATM

Pfänder Tunnel, 2nd Bore, Austria – Twin-lane road tunnel,6.7km; Perschling Tunnels, Austria – Rail (total length7.5km); Bosruck Tunnel, 2nd Bore, Austria – 5.4km roadtunnel; Crossrail, UK – 7km twin tube tunnel; Metro Warsaw,Line 2, Poland – 6.5km; Maliakos Kleidi Road Tunnels,Greece – Tembi I: 1.9km,Tembi II: 6km, Platamonas: 3.3km,NATM; Stans-Terfens Tunnel, Austria – 2.3km rail tunnel,TBM; Leipzig City Tunnel, Germany – 4km twin tube railtunnel, inc ramps and stations; Wienerwald Tunnel, Austria –13km rail tunnel, TBM; Niagara Tunnel Project, Canada –10.4km conveyance system with pressure tunnel; BrennerBase Tunnel, Austria – Permit application design (D0150)

a) US$139Mb) US$21.9M



IngetecCarrera 6, No. 30A-30BogotáColombiaTel: +57 1 323 8050Fax: +57 1 288 4513Email: [email protected]: www.ingetec.com.co

Analysis, design,technical advisoryduring construction,supervision and CM ofunderground works aspart of HEP develop-ments, water supplyand road projects

Mantaro HEP, Peru – Review of operation andcondition of 20km conveyance tunnel; XaclbalHEP, Guatemala – Bid design for 90MW HEP,including 4.72km headrace; Xalala (330MW),Serchil (135MW) and Chulac (440MW)HEPs, Guatemala – Review of feasibilitydesigns; Boruca (Veraguas) HEP, Costa Rica– Feasibility design for 608MW (station) and23MW (microstation) HEP, including 10.4kmheadrace, 1.56km diversion tunnel, 1.4kmaccess tunnel, 2.45km discharge tunnel and2.37km of construction adits

Porce III HEP, Colombia – Detailed design for a 680MW HEP,works include diversion tunnel (653m), headrace (12.65km),discharge tunnel (827m), construction adits (1.87km),powerhouse access (493m); Porce IV HEP, Colombia –Feasibility review and detailed design for 410MW HEP, worksinclude diversion tunnel (920m), bottom discharge tunnel(625m), discharge tunnel (4.97km) and headrace (268m); ElPlantanal HEP, Peru – Feasibility review and detail design for220MW HEP, works include 12.38km headrace and 933m ofconstruction adits; Rio Guarino Water Transfer, Columbia –Detailed design and construction supervision; Manso HEP,Columbia – Detailed design for 4.44km water transfer tunnel

Undisclosed

IntergeoRobinigstrasse 935020 SalzburgAustriaTel: +43 662 455 007 0Fax: +43 662 457 316Email: [email protected]: www.intergeo.at

Engineering geologicalinvestigation,hydrogeologicalinvestigation, NATMdesign and consultingin rock and softground, geotechnicalconsulting

Anillo Tunnel, Egnatia Odos, Greece – Twin2.2km NATM highway tunnels: Category IIIchecking (geological, statical and supportcheck), consulting services during execution;Panagia Tunnel, Egnatia Odos, Greece –Twin 2.3km NATM highway tunnels: CategoryIII checking (statical and support check); Brnje,Brezik and Plasina Tunnels, Croatia – 2 x1.55km, 2 x 500m, 2 x 2.3km NATM highwaytunnels (Zagreb-Split): Constructionsupervision

Tschirgant Tunnel Project, A12 Tyrol, Austria – 400m longsingle-tube road tunnel, plus escape tunnel (4.4km), NATM:General alignment, corridor investigations, geologicalinvestigation, general design, detailed design, tenderdocuments, environmental assessment; Lillenberg Tunnel,Völkermarkt, Austria – 1.37km single-tube road tunnel, plusescape gallery, NATM and C&C: Geological investigation,general design, detailed design and tender documents;Grünburg Tunnel, Austria – 1.16km single-tube road tunnel,NATM: Construction supervision; BEG, Lot 4-3 & Lot 3-6,Stans, Austria – 1 x 700m long and 1 x 840m HSR tunnels,NATM and drill and blast. Construction supervision

a) US$3.95Mb) US$2.3M

Jacobs Associates465 California StreetSuite 1000San FranciscoCA 94104USATel: +1 415 434 1822Fax: +1 415 956 8502Email: [email protected]: www.jacobssf.com

Planning, design andconstructionengineering forunderground projects.Trenchless technology,relining, renovation,civil engineering,detailed structuraldesign, monitoring,CM, claims evaluationand dispute resolution

Claremont Tunnel Seismic Upgrade, CA,USA – Design and engineering services duringconstruction of 1,570’ bypass tunnel (acrossHayward Fault), via roadheader &supplementary D&B; Willamette River WestSide CSO, Portland, USA – Constructionmanagement of 19,000’ long 120’ deeptunnel, via slurry TBM, plus 2 deep shafts; EastSide Light Rail, LA, USA – Design support(geotechnical, structural and tunnelengineering) for 6-mile rail line with 1.8-miletunnel section and 8 stations

Joint Water Pollution Control Plant Tunnel & Ocean Outfall,LA, USA – Feasibility & preliminary design of 16 mile tunneland outfall; University Link, Seattle, USA – Final design for 3miles of subway; Northern Sewerage Project, Melbourne,Australia – Design under alliance of 5.2 mile sewer (EPBM)and 2.9 mile sewer (hard rock TBM); Bay Tunnel, SanFrancisco, USA – Design of 5 mile tunnel via pressurised facetechnology; Willamette River East Side CSO, Portland, USA– Construction management; Narrangansett CSO, RhodeIsland, USA – Construction management; San VincentePipeline, San Diego, USA – Design of 11 mile pipeline (TBM);Brightwater Conveyance, Washington, USA – Design

a) US$18Mb) -

Jacobs Engineering Group95 Bothwell StreetGlasgowG2 7HXUnited KingdomTel: +44 141 204 2511Fax: +44 141 226 3109Email: [email protected]: www.jacobs.com

Design, EU safetyrequirements,settlement & buildingassessments,operation &management,assessment & refurb,ventilation & fireengineering, project &constructionmanagement,feasibility studies

National Grid Cable Tunnels, London, UK –Feasibility study route assessments;Heathrow and Ramsgate Tunnels, UK –Safety compliance; Tottenham Court RoadStation, London, UK – Tunnel, E&M, utilitydiversions & settlement assessment forupgrade; DLR Extension, London, UK –Lender’s technical advisor; Dartford CableTunnel, UK – Design & supervision; LimerickImmersed Tube, Ireland – Technical advisor;Zabreh-Krasikov Rail Corridor, CzechRepublic – Supervision & cost control

Glendoe HEP, Scotland – Client’s engineer, 17km of tunnels;Dublin Metro, Ireland – Preparation of reference design for14km; Dartford Crossing, Kent, UK – Operation &maintenance; Port of Miami Tunnel, Florida, USA – Design;Upper Rouge CSO, Detroit, USA – Design and constructionmanagement for 12km CSO; Brightwater, Washington, USA– Construction management for 22km sewer tunnel; NorthShore Connector, Pittsburgh, USA – Client’s programme /construction manager for mass transit; Hartsfield JacksonAirport APM, Atlanta, USA – NATM design; KowloonSouthern Link, HK – Design of KDB400 (1km twin C&C) andindependent checking engineer for KDB200 (1.2km twin TBM)



K

Companyinformation




Jason Consultants GroupSuite 60595 Wilton RoadLondonSW1V 1BZUnited KingdomTel: +44 1480 860899Fax: +44 1480 869234Email: [email protected]: www.jasonconsult.com

Design engineering forunderground utilityinfrastructure,including:Tunnelling,microtunnelling, jackedstructures, HDD,management, marketand economic studies,expert witness,education and training

National City, VA, USA – Technical advisor forfeasibility study & design of 1,800ft of 12”sewer along heavily trafficked highway.Evaluation & recommendations relating toproposed alignments, site investigation needs& interpretation, construction documents;Green Mount Interceptor, Baltimore, USA –Technical advisor for 6,300ft of 36/48” sewerto alleviate flooding.To be undertaken by slurrymicrotunnelling through weathered rock andriver deposits: Evaluation & recommendationsrelating to alignments, SI & interpretation

Upper Jones Falls Interceptor, Baltimore, USA – Technicaladvisor for 6,500ft of 48” sewer to alleviate flooding in north-west Baltimore.To be undertaken by slurry microtunnellingthrough weathered rock and river deposits: Evaluation andrecommendations relating to alignments & constructiondocuments, CM support including submittal reviews fortrenchless works, inspector training & production monitoringduring pipe installation; Fontibon Storm Water Collectors,Bogota, Colombia – 7km of storm water interceptor:Workingfor client Empresa De Acueducto Y Alcantarillado De Bgota(EAAB), technical review of the project, including tunnellingmethods, schedule, costs, specifications & implementation

Undisclosed

Jenny Engineering2 Edison PlaceSpringfieldNJ 07081USATel: +1 973 379 6699Fax: +1 973 379 6774Email: [email protected]: www.jennyeng.com

Planning, feasibility,design, projectmanagement,construction manag-ement, geotechnicalengineering, shafts,rehabilitation, assetmanagement

City Water Tunnel No. 3, NYC, USA –Geotechnical engineering and CM services fornew rock TBM water tunnels and deep shafts;ConEdison-First Avenue Steam Tunnel,NYC, USA – Design and constructionmanagement services for a new 12ft diameter,4200ft long TBM tunnel Little Walnut CreekSouth Tunnel, Austin, TX, USA – Design andconstruction management services for a newbypass tunnel; Lincoln/ Holland HighwayTunnels and PATH Subway Tunnels, NYC,USA – Design and CM services

THE Tunnel, NJ/NYC, US – Project controls, design review andCM services for a 28ft diameter, 10-mile long, twin rail tunnel.Construction by TBM, cut & cover, sequential excavation anddrill & blast; USDOT-FTA, USA – Project management /oversight services for Denver Light Rail West Corridor, and SanFrancisco Third Street Light Rail Projects; NYCDEP Rondout-West Branch Tunnel & Shaft Rehabilitation, Upstate NY,USA – CM services for 650ft deep tunnel and shaftrehabilitation

Undisclosed

John Reilly Associates1101 Worcester RoadFraminghamMA 01701USATel: +1Email:Web:

Management ofcomplex projects,strategies, probalisticcost estimating andrisk mitigation,partnering andalliancing.

Various North American projects including:Washington State Highway projects(including Alaska Way Viaduct and Tunnel,SR520 Floating Bridge, I-405 Highway);New York MTA 2nd Avenue SubwayTunnels; Toronto Waterfront Revitalisation,Canada; Omaha CSO, USA

Various North American projects including: Washington StateHighway projects (including Alaska Way Viaduct andTunnel, SR520 Floating Bridge, I-405 Highway); New YorkMTA 2nd Avenue Subway Tunnels; Toronto WaterfrontRevitalisation, Canada; Omaha CSO

a) US$0.4Mb) US$0.13M

Jordan, Jones & Goulding6801 Governors Lake PkwyNorcrossGeorgia 30071USATel: +1 770 455 8555Fax: +1 770 455 7391Email: [email protected]: www.jjg.com

Tunnel design andengineering,geotechnical sub-surface & geophysicalinvestigations,hydrogeologyassessments, riskassessment, allocation& management,environmentalpermitting, publicinvolvement

South Cobb Tunnel & Pump Station,Atlanta, USA – Design of a Ø24ft, 30,000fttunnel & pump station

Automated People Mover - Hartsfield Jackson AtlantaInternational Airport, Atlanta, Georgia – The Department ofAviation of the City of Atlanta, Georgia is planning an extensionto its existing Automated People Mover (APM) from ConcourseF at Hartsfield Jackson Atlanta International Airport (HJAIA).This extension includes two, twin-bore tunnels. Theiralignments follow the existing APM tracks eastwards beneathConcourse E, underneath Taxiway D, and daylight at the eastportal near the Cargo Service Road; West Area CSO Tunnel,Atlanta, USA – 8.5 mile long, Ø24ft, sewer tunnel. Managingpartner of design JV, ongoing CM services required tocomplete the project in Nov 2007

a) US$71.6Mb) US$10.6M

KBR(Kellogg Brown & Root)Hill Park CourtSpringfield DriveLeatherheadSurrey, KT22 7NLUnited KingdomTel: +44 1372 865000Fax: +44 1372 863282Email: [email protected]: www.kbr.com

Programmemanagement, projectmanagement andconstructionsupervision, tunnelproject multi-disciplineplanning, design,budgeting andscheduling,procurement andcontract engineering,urban cable tunnels

Dublin Port Tunnel, Ireland - Constructionsupervision services for client, Dublin CityCouncil for a 5.5km long, 10.4m diameterhighway tunnel; London Connection CableTunnel Project, London, UK – Design, projectmanagement, construction supervision,support to planning,environmental and thirdparty consultation for client, National Grid of a22km long, 3m diameter cable tunnel

Beddington to Rowdown 400kV Cable Tunnel, London UK– Project management, design management (civil, M&E,cabling), construction supervision, outline design, planning,environmental, and third party coordination of a US$1bn, 10kmlong, 3m i.d., 60m maximum depth cable tunnel formed of a 6x trapezoidal pre-cast concrete lining for client National Grid;Los Angeles County Metropolitan Transit Authority - MetroGold Line Eastside Extension Light Rail Transit Project, LA,US - Project management, construction management andinspection of two 2,250m long, 6.4m diameter tunnels up to20m deep, formed of a 5 piece trapezoidal pre-cast concretelining with a project cost of US$360M

a) US$9.6Mb) US$9M

Lachel Felice & Associates11411 NE 124th StreetSuite 275KirklandWashington 98034USATel: +1 425 820 0800Fax: +1 425 820 9892Email: [email protected]: www.lachel.com

Road, waterconveyance, hydro,and sewer tunnels,alignment andfeasibility studies,design/build, costanalysis, rehab,constructionmanagement, disputeresolution, modelling,lining design, NATM,D&B,TBM construction

Big Walnut Augmentation/RickenbackerSanitary Interceptor Project, Columbus,Ohio, USA – Geotechnical investigation anddesign of approx. 38,000ft of 168 and 144indiameter tunnel; IH 635 Managed LanesProject, Dallas, USA – Geotechnicalengineering and preliminary tunnel designservices for sections of twin multi lane tunnels;Lake Dorothy Hydro Project, JuneauAlaska, USA – Final tunnel design services forthe project which involves 1000ft of hard rockD&B, with lake tap, and a TBM starter tunnel

Big Walnut Augmentation/Rickenbacker SanitaryInterceptor Project, Columbus, Ohio, USA – Geotechnicalinvestigation and design of approx. 38,000ft of 168 and 144indiameter tunnel; IH 635 Managed Lanes Project, Dallas,USA – Geotechnical engineering and preliminary tunnel designservices for sections of twin multi lane tunnels; Lake DorothyHydro Project, Juneau Alaska, USA – Final tunnel designservices for the project which involves 1000ft of hard rockD&B, with lake tap, and a TBM starter tunnel

a) US$7.4Mb) US$6.6M L

London Bridge AssociatesCranhurst Lodge37-39 Surbiton Hill RoadSurbitonSurrey, KT6 4TSUnited KingdomTel: +44 20 8399 8614Fax: +44 20 8399 4208Email: [email protected]: www.lbassoc.co.uk

Construction planning,constructionmanagement &technical support at allstages of project lifecycle and for allundergroundtechniques, projectmanagement and riskmanagement

Dublin Port Tunnel, Ireland – 2.5km, Ø12mbored tunnels with 1.5km cut and cover workas part of KBR construction supervision team;CTRL Contract 240, London, UK – 5km twinbore running tunnel, working as an integralpart of the JV project management team;Stonehenge Tunnel, UK – Twin bore tunnelbeneath World Heritage Site; Tottenham CourtRoad Station Enhancement, LondonUnderground, UK – Extension to existingticket hall and new escalator connections.Working for Hawkins Brown architects

Crossrail, London, UK – 11km twin bore running tunnels and6 mined stations. Part of Multi-Disciplinary Team; HolmsdaleTunnel, M25, UK – Civil and M&E refurbishment working as anintegral part of the Costain Capita Symmonds design and buildteam; Dublin Metro North, Ireland – 8.5km twin bore tunneland 7 deep stations providing construction planning anddesign management support to the Jacobs reference designteam; Victoria Station Upgrade (VDSU) – Constructionplanning and programming as part of the detailed designteam; Cooling the Tube, London, UK – assurance services;A3 Hindhead Tunnel, UK – production supervision for the SCLlined road tunnel

a) US$7Mb) US$6.3M

Companyinformation



Metroul3bis Gutenberg StreetSector 5, Bucharest050027RomaniaTel: +40 31 104 7107Fax: +40 21 312 4335Email: [email protected]: www.metroul.ro

Shield tunnels, cut andcover, pipe-jacking,soft ground tunnels

Underground Parking Studies, Bucharest,Romania – Feasibility studies for 5underground parking locations in the city;Pipe-jacking – 4m diameter undergroundcrossing of two aqueducts

Bucharest Metro, Line 5, Romania – Technicalspecifications for Metro Line 5 including 9km running tunneland 13 stations; Bucharest Metro Airport Link, Romania –Feasibility study for Metro link between “Henry Coanda”(Otopehi) international airport and existing Metro network inBucharest, 17km with 19 stations; Bucharest Metro, Line 4,Romania – underground section from Mai to Laromet

a) US$14Mb) -

Moergeli+MoergeliConsulting EngineeringRosengartenstrasse 28CH 8716 SchmerikonSwitzerlandTel: +41 55 282 5001Fax: +41 55 282 5002Email: [email protected]: www.moergeli.com

Risk assessments &risk management,health & safety, CEconformityassessments includingcontrol systems by ISO13849-1:2006,machinery & systemsafety

AlpTransit, Gotthard Base Tunnel,Switzerland – Health and safety engineer, 2ndlevel support for contractors on Lot Lot 554(Bodio), Lot 252 (Amsteg), Lot 360 (Sedrun);Dulles Corridor Metrorail Project, Dulles,USA – Preliminary engineering of large boretunnel alternative for Tysons Corner. Riskassessment, risk management for Dr G SauerCorporation; Belchen Road Tunnel,Switzerland – Implementation of a projectspecific Quality Management System for theOwner for tunnel rehabilitation

AlpTransit, Gotthard Base Tunnel, Switzerland – Health andsafety engineer, 2nd level support for Consortzio TunnelAlptransit Ticino, Lot 452 (Faido); Devil’s Slide Tunnel, CA,USA – 2nd Level Support Risk Management for the Caltransconstruction management team; Concast AG, Worldwide –CE Conformity assessment, risk assessments, user instructionsand technical documentation for revamps or new continuouscasting machines for steel plants worldwide


Moretrench100 Stickle AvenueRockwayNJ 07866USATel: +1 800 394 MORE (6673)Fax: +1 973 627 6078Email: [email protected]: www.moretrench.com

Constructiondewatering &groundwater control,groundfreezing,grouting systems,earth retention &underpinning, rockprotection, micropiles,slurry trenches

East Side Access, New York, USA – Grouting,groundwater control, groundwater treatment;South Ferry Terminal, Manhattan, USA –Dewatering, ejector wells

New York City Water Tunnel No 3, USA – Groundfreezing,dewatering, groundwater treatment, micropiles; ProvidenceCSO Tunnel, Rhode Island, USA – Groundfreezing; BeaconHill Station, Seattle, USA –Dewatering; Big WalnutAugmentation/Rickenbacker Interceptor, Ohio, USA –Slurry wall; Niagra Facility Tunnel, Queenston Heights,Canada – Groudwater treatment; Automated People Mover,Dulles Airport, USA – Groundwater treatment; A2nd AvenueSubway, New York, USA – Dewatering, groundwatertreatment; North Shore Connector, Pittsburgh, USA –Dewatering, compaction grouting; Brightwater ConveyanceSystem, Seattle, USA – Groundfreezing

a) -b) US$60M

Mott MacDonaldSt Anne HouseWellesley RoadCroydon, CR9 2ULUnited KingdomTel: +44 208 774 2000Fax: +44 208 681 5706Email: [email protected]:www.tunnels.mottmac.com

Planning, design,constructionmanagement of allforms of tunnels andunderground works,full support services ingeotechnical andenvironmentalengineering, specialistexpertise in linings,modelling, design oftunnel ventilation

T5, Heathrow, UK – Design & CM of LUextensions and a 4.2km storm water tunnel;Durban Harbour Tunnel, SA – Design & CM;SMART Project, Malaysia – Design &supervision of a 9.7km combined use tunnel;Crossrail, London, UK – Multi-disciplinarydevelopment of designs; Brighton & HoveSewerage, UK – Preliminary design of newtunnels; Cable Tunnel, Singapore;Interconnector Project, Dublin – Preliminarydesign; Karahnjukar Hydro Scheme, Iceland– CM for over 60km of hard rock tunnels

Crossrail, London, UK – Multi-disciplinary design services; A3Hindhead, UK – Detailed design & supervision; VictoriaStation Upgrade, UK – Detailed design; Thames Tideway, UK– Studies into proposed 30km tunnel; ThamesWater,London, UK – Design of Ring Main extns; National GridTunnels, London, UK – Design & preparation of tender docs;Budapest Metro, Line4, Hungary; Batapaati Nuclear WasteStorage, Hungary; Delhi Metro, India; Mine access tunnels,Chile – Preparation of tender docs; Heathrow BaggageTunnels, UK – Design & construction supervision; Bunji HydroProject, Pakistan – Design & supervision; Marina CoastalExpressway, Singapore; Down Town Line, Singapore


Movares NederlandDaalseplein 101PO Box 28553500 GW UtrechtThe NetherlandsTel: +31 30 265 4531Fax: +31 30 265 3492Email: [email protected]: www.movares.com

Bored tunnels,submersed tube, cutand cover, sprayedconcrete, tunnelinstallations, tunnelsafety, riskmanagement

Sophia Railway Tunnel, Zwjndrecht, TheNetherlands – 8km tunnel, 4km of which isbored with Ø9.75m; Groene Hart Rail Tunnel,The Netherlands – 7km long double-track,Ø14.5m single bore TBM tunnel, built at a maxdepth of 37m below ground water level, in softsoils with high water pressures; Oude Maasand Dortse Kil Immersed Tube Tunnels, HSRSouth, The Netherlands – Projectmanagement and contract management of 1 x1.4km and 1 x 1.5km double-track tunnels at18-20m below water level

Rehabilitation of 2 Rail Tunnels, Fatima/Albergaria,Portugal – Preliminary design for structural lining, trackinfrastructure, superstructure, drainage, catenary and E&Minstallations for two tunnels, each approx. 660m long; DeBongerd Road Tunnel, Amsterdam, The Netherlands –Feasibility, location, alignment & urban development studies,as well as preliminary design for twin 500m cut & cover roadtunnel and service tunnel; North-South Metro Line, tunnelunder Central Station, Amsterdam, The Netherlands – Dueto the wooden pile foundations of the station, tunnel will bebuilt by ‘Sandwich Construction’. Project management, E&Minstallations, geotechnics, environmental and civil engineering.

a) US$209Mb) US$37M



M


Companyinformation




Mueser RutledgeConsulting Engineers14 Penn Plaza225 West 34th Street - 2ndFloorNew York, NY 10122Tel: +1 917 339 9300Fax: +1 917 339 9400Email: [email protected]: www.mrce.com

Geotechnical andfoundation engineeringservices includinggroundfreezing,feasibility, alternatealignment studies, rocktunnels, soft groundtunnels, mixed facetunnels, cut and cover,microtunnelling, HDD,NATM,TBM, Drill andBlast, Shafts

New South Ferry Terminal, New York, USA –Design of SOE and underpinning systems foractive subway tunnels during expansion;Newark-Elizabeth Rail Link, Newark, USA –temporary excavation support andunderpinning for subway extension; New YorkCity Transit 6th Av Fan Plants, New York,USA – foundation engineering and SOE for twonew vent plants; 44th St Vent Access, NewYork, USA; Jay-Lawrence Street Connector,New York, USA; One Bryant Bank, NewYork, USA

Second Avenue Subway, New York, USA – Geotechnical andfoundation engineering services and design of underpinningsystems for a subway line; New York City Water Tunnel No 3,USA – Evaluation of groundfreezing methods for nine newshafts; Harlem River Crossing for New M-29 Feeder, NewYork, USA – Utility tunnel and shafts constructed by HDD; Four138kV Crossing of Harlem River, New York, USA – utilitytunnel constructed by HDD; New York Times Headquarters,New York, USA – foundation engineering and adjacentsubway protection during highrise tower construction; EastSide Access, New York, USA – Geotechnical and foundationengineering services and underpinning design for new subway

a) US$24Mb) US$24M

Mueller + HerethLaufener Strasse 1683395 FreilassingGermanyTel: +49 8654 60110Fax: +49 8654 601133Email: [email protected]: www.mueller-hereth.com

Design for all kinds ofundergroundstructures in rock orsoil under high orshallow overburden,preparation andchecking of stabilityanalyses, consulting,site supervision/management,geotechnical and geo-logical consultation

Heidkopf Tunnel, Germany – 1.7km longroad tunnel; Tunnel Nollinger Berg, Germany– Site supervision for 1.3km long road tunnel;Stuttgart 21, Germany – Design of 8.8kmrailway tunnel; Tunnel Rennsteig, Germany –Site supervision for 7.9km road tunnel;Schmücke Tunnel, Germany – Design of1.7km motorway tunnel; DrackensteinTunnel, Germany – Design of 1.7km tunnel;Himmelsschleife Tunnel, Germany – Designof 1.2km road tunnel;

Tauern Tunnel, Austria – Site supervision for 6.5km roadtunnel; Münster/ Wiesing Tunnel, Austria – Design of 5.7kmrail tunnel; Radfeld/ Brixlegg Tunnel, Austria – Design of4.2km rail tunnel; Blessberg Tunnel, Lot 2, Germany – Sitesupervision of 4.9km HSR tunnel; A26 Westring Linz,Austria– Project management of 8km road tunnel; StansTunnel, Austria – Site supervision of 2.5km rail tunnel;Rothenturm Tunnel, Austria – Design of 3km road tunnel;Malmo Citytunnel, Sweden – Design of 0.4km subwaytunnel; Metro, Algeria – Design/consulting; M6 Motorway,Hungary – Design of four tunnels; East West Highway,Algeria – Design of three tunnels

a) US$9Mb) US$9M

MWH370 Interlocken BlvdSuite 300BroomfieldColorado 80021USATel: +1 303 410 4000Fax: +1 303 410 4100Email: [email protected]: www.mwhglobal.com

Project & programmemanagement, designengineering, hard andsoft ground tunnelling,shafts, caverns,microtunnels, groundcharacterisation,hydraulic modelling,electrical and I&Csystems; risk mgmt,claims mgmt, disputesresolution

Bradshaw Interceptor Section 8, CA, US –Design & support during construction of2360m soft ground sewer tunnels; CUPMcCook Reservoir, Illinois, US – Design &support during construction; Tekeze HydroProject, Ethiopia – CM & constructionengineering for 1450m of drill & blast tunnels;Karahnukar Diversion Tunnels, Iceland –Owner’s engineer; Taian-Shandong Pumped-Storage Project, China – Consultant/technicaladvisor, design and support duringconstruction

Brightwater, Washington, US – JV design & support duringconstruction of 21km conveyance tunnel and shafts; LakeMead Intake No. 3, Nevada, US – JV design/support duringconstruction; Lake Hodges to Olivenhain Pipeline,California, US – Design/Owner’s engineer; Mill Creek No. 3,Ohio, US – Design & support during construction of 4.6kmTBM rock tunnel for CSO conveyance; TARP, Illinois, USA –Design of 396m drill and blast tunnel; Pinalito HydroelectricProject, Dominican Republic – Design/Owner’s engineer for14.35km headrace tunnel; Neelum-Jhelum HydroelectricProject, Pakistan – JV design & CM for 47km drill & blasttunnels and powerhouse cavern


Nick Barton & AssociatesFjordveien 65cHøvikNorwayTel: +47 6753 1506Fax: +47 6753 1506Email: [email protected]: www.qtbm.com

Rock mass qualityassessment, tunnel/cavern support,seismic velocity -quality linkage withdepth, groutabilty, TBMprognosis with Qtbmmodel, shear strengthof rock joints and rockmasses

Seymour Capilano Water Project, GreaterVancouver Water District, Canada – Adviceconcerning rock quality questions at a deepaccess shaft and at twin TBM tunnels; CFRDCampos Novos HEP, southern Brazil – Expertto Munich Re and IRB insurance group,concerning concrete cracking, tunnel gatefailure and reservoir loss; Skanska, BotniaRail Tunnels, Sweden – Independant expert;Lysaker-Sandvika Rail Tunnel, Oslo,Norway; “Rock Quality, Seismic Velocity,Attenuation & Anistropy” – 730 page book

São Paulo Metro, Line 4, Brazil – Consultant group reportingto CVA consortium concerning the causes of the Pinheirosmetro station accident in January 2007; SRK/AngloAmerican – TBM prognosis, based on extensive core loggingand modelling using Qtbm for 8km Los Bronces mine accesstunnel; La Higuera HEP, Chile – Rock classification and tunneldesign advisor to Brazilian contractor Queiroz Galvão. Focus onrock reinforcement on the 18km headrace tunnel; DanishGeological Institute, GEUS – Feasibility study for deep andshallow pumped hydro projects in Denmark; Skanska – Rockquality, support, seismic integration, for new E18 road tunnelsin Finland; Planservi/Odebrecht, Panama y

Undisclosed

NorconsultVestfjordgaten 4N-1338 SandvikaNorwayTel: +47 6757 1000Fax: +47 6754 4576Email: [email protected]: www.norconsult.no

Lake taps/underwaterpiercings, underseatunnels, undergroundhydrocarbon storage,engineering geology,advice and follow-upfor tunnels in poor rockmass conditions,unlined pressuretunnels and shafts

Ovre Otta HEP, Norway – Construction design& follow-up of 20km of tunnels and 2 powercaverns; Ormen Lange Land Terminal,Norway – Construction advice & follow-up for2 x 2km cooling water tunnels & undergroundcavern; Upper Tamakoshi HEP, Nepal –Feasibility study for 10km tunnels & powercavern; Jong-Asker Rail Project, Norway –Construction follow-up of 6km tunnels;Xiluodu HEP, China – Planning advisoryservices for 12,600MW underground plant;Aura HEP, Norway – Planning & follow-up

Jinping Access Tunnels, China – Advice for twin 17.5kmtunnels with up to 2.5km overburden in karstified marble;Ziangan Undersea Road Tunnel, China – Advice for 5.7kmtwin tunnel & service gallery; Chiquicamata Copper Mine,Chile – Planning & follow-up of repair of underground transferfor conveyor belt cavern; Greater Istanbul Water SupplyProject, Turkey – Construction advice for 5.5km underseatunnel; City Rail Project Bergen, Norway – Detailed design &preparation of tender docs for 4 tunnels; Sauda HEP, Norway– Construction design & follow-up; Kjonesfjorden HEP,Norway – Construction design & follow-up; Breidalen WaterTransfer Tunnel, Norway – Construction follow-up

a) US$136.7Mb) US$13M

Norwegian GeotechnicalInstitute (NGI)PO Box 3930Ullevaal StadionNO-0806 OsloNorwayTel: +47 2202 3000Fax: +47 2223 0448Email: [email protected]: www.ngi.com

Geological andgeotechnical researchand consulting,hydrogeology, siteinvestigation, rockmass classification(particularly Q-method), hydraulic in-situ rock stressmeasurements,feasibility, modelling,support, grouting

Skaugum Tunnel, Norway – Constructionmanagement & supervision of groundwaterwells for a 3.4km rail tunnel; Castro AlvesHEP, Brazil – Rock support design fortunnelling in areas with high stresses; E18Oslo Harbour Crossing, Norway – Detaileddesign & supervision of 0.9km immersed/cut& cover subsea tunnel; Halsnøysambandet,Norway – Site investigation, detailed design &tender docs for 4.1km subsea road tunnel;Nathpa Jhakri HEP, India – Advice duringconstruction

E16 Wøyen-Bjørum Tunnels, Norway – Detailed design fortwo 1km double-tube road tunnels with limited rock cover;Måleøy-Rødeberg, Norway – Detailed design of 0.7km roadtunnel; Stedjeberget Road Tunnel, Norway – Detail design of2.1km long road tunnel; SKB, Sweden – Design of deeprepository for storage of spent nuclear waste Laxemar, DesignPhase D1; Butan– Feasibility study for a road tunnel inlandslide area

Undisclosed

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OObermeyer Planen +BeratenHansastrasse 40D 80686 MunichGermanyTel: +49 89 57990Fax: +49 89 5799 222Email: [email protected]: www.opb.de

Civil and structuralengineering for road,railway and subwaytunnels, mined tunnels(NATM), shield tunnels(EPB/slurry/OFS), cut &cover tunnels,immersed tunnels,micro tunneling, tunnelsafety, tunnel E & M

Metro Hamburg, Line 4 Extension, Germany– Single track tunnel, 2 x 2811m shield drives(slurry); Tunnel Landshuter Allee / TunnelFeldmoching, Munich, Germany – Singletrack tunnel for the maglev, 2 x 3765m / 2 x1370m shield driving (slurry + EPB); TunnelThympanon, Greece – Double lane tunnel,1420m NATM; Tunnel Aigion, Greece –Double track tunnel, 3.275m NATM; Metro 2Kizilay, Yenikent, Ankara, Turkey – Singletrack tunnel, 2 x 2.855m NATM, 2 x 950mshield driving (EPB), 2 x 8100m cut & cover

Tunnel Lobau S1, Vienna – Double lane road tunnel, 2 x6000m shield drives, 15m diameter, 1700m cut & cover;Fraport AG, Frankfurt, Tunnel for luggage transport system– 1670m shield drive, 8.7m diameter; NBS Tunnel Goldberg,Masserberg – Double track tunnel for HSR, 1203m NATM;Niederstetten Tunnel – Rehabilitation of a tunnel byinstallation of a new reinforced concrete internal lining, Length272m; Albvorlandtunnel, Stuttgart-Ulm, Germany – Singletrack tunnel for HSR, 2 x 8250m NATM; Tunnel Fritzens,Baumkirchen, Austria – Double track tunnel for HSR, 2370mcover & cut, 430m NATM; Tunnel Wiesing, Jenbach, Austria– Double track tunnel for HSR, 3210m shield driving (slurry)

a) US$81.5Mb) US$7.5M

Companyinformation



OtB Engineering4 La Gare51 Surrey RowLondonDE1 0BZUnited KingdomTel: +44 20 7099 2608Fax: +44 20 7099 2611Email: [email protected]: www.otbeng.com

Tunnels & undergroundengineering, concretetechnology,construction materials,geotechnicalengineering, mining &mineral resources,railway engineering,E&M engineering, fireprotection engineering,management for majorprojects

Docklands Light Railway, Woolwich-Arsenal Extension, London, UK – Design oftemporary openings in segmental linings;Innov8, Metronet, UK – Conception anddevelopment of various solutions to improvethe performance of London’s undergroundinfrastructure; Composite ReplacementSleeper, Metronet, UK – Concept, design anddevelopment of new lightweight undergroundrail sleeper; East Side Access, ManhattenTunnels – Design of assembly caverns

Cooling the Tube, London Underground, UK – Developmentand design of modular tunnel cooling system; Crossrail,London, UK – Expert advice; Thames Tideway – Peer reviewof proposed deep tunnel wastewater scheme; Santiago Metro– Design review of NATM tunnels; Tubelines – Deep tubetunnel strengthening

Undisclosed

Parsons BrinckerhoffGeotechnical & TunnellingService CentreOne Penn PlazaNY 10119New YorkUSATel: +1 212 465 5000Fax: +1 212 465 5096Email: [email protected]: www.pbworld.com

Undergroundconstruction, drill &blast, TBM, EPB, slurryshield, immersed tube,NATM/SEM, cut &cover, pipe jacking,microtunnelling, slurrywalls, pile foundations,shafts, groundfreezing,seismic engineering,security and explosionresistant design

Taiwan High Speed Rail - Programmemanagement and design; Singapore DeepTunnel Sewerage System – Programmemanagement; Singapore MRT North East –Lead consultant; LA Interceptor Sewers, USA– Design & construction management; WestSide & East Side CSO, Portland, Oregon,USA – Design; Shanghai Metro Line M,China – Technical support

Marmaray Project, Istanbul, Turkey; THE Tunnel, New York,USA; East London Line Extension for LU, UK; Delhi Metro,Phase 2 India; East Side Access, New York, USA; DubaiMetro Purple Line, UAE; Epping - Chatswood Rail Line,Sydney, Australia; Shenzhen Metro Line 3, China; CentralLink Light Rail, Seattle, USA; Shijiazhuang-Taiyuan HighSpeed Rail Line, China; Detroit River Outfall, USA;Singapore MRT Circle Line Stages 4&5; No 7 LineExtension, New York, USA; North-South Bypass Tunnel,Brisbane, Australia; London Underground, UK; EDFBrunswick Cable Tunnel, London, UK; National Grid LeaValley Cable Tunnel, London, UK


Parsons Corporation100 West Walnut StreetPasadenaCalifornia 91124USATel: +1 626 440 4000Fax: +1 626 440 6337Web: www.parsons.com

Tunnel engineeringand design, includinghard rock and softground TBMs, singlepass tunnelconstruction, advancedwaterproofingsystems, electrical,mechanical,ventilation, and fireand life safety systems

CTRL, UK – Government’s Representative &Technical Advisor (JV); Eisenhower-JohnsonMemorial Tunnel, CO, US – Inspection; OCSDEllis Street Interceptor, CA – PM/CM, designreview; Kern River No. 1 Tunnels, CA, US –Design for rehabilitation; Railway Tunnels,Greece – PM/CM, engineering reviews &advisory; Central Outfall Sewer Phase 1, LA– Design for rehabilitation; ColdwaterSanitary Relief Section A, US – Design ofwastewater tunnel; International LinearCollider, US – Study, >100km physics tunnels

High Speed Rail, San Jose-Merced, CA, US; Trans HudsonExpress Tunnel, NY/NJ, US; Caldecott Tunnel, CA, US;Caltrain Extension, CA; Tembi Tunnels, Greece; Al SalamStreet Tunnel, Abu Dhabi; Red & Green Metro Lines, Dubai;Palm Island Tunnel, UAE; Brightwater, WA, US; South CobbTunnel, GA, US; Dulles Airport People Mover, US; AustinDowntown Tunnel, TX; San Vicente Tunnel, CA, US; DohaExpressway, Qatar ; Doha Residential Development, Qatar;SDLAC-JWPCP Tunnel & Ocean Outfall, CA, US; SpringsBypass, Irvington Tunnels, CA, US; Lake Mead Intake No. 3,NV, US; Sandy River Conduit Replacement, OR, US; CentralOutfall Sewer Phase 2, LA, US

a) US$3bnb) US$50M

Plinninger Geotechnik, DrKirchweg 16D-94505 BernriedGermanyTel: +49 9905 7070 360Fax: +49 9905 7070 361Email: [email protected]: www.plinninger.com

Geotechnicalconsulting, especiallyfor rock and soilabrasivity andexcavatability includingfield and laboratoryinvestigations.Geotechnicaldocumentation,instrumentation andfield measurements

Vomp-Terfens Tunnel, Austria – 8.5kmNATM railway tunnel, geotechnicaldocumentation, sampling, field and laboratoryinvestigations and consultingAchrain Tunnel,Austria – 3.2km NATM road tunnel,geotechnical documentation, sampling,laboratory investigations and consulting

Kopswerk II, Lot 1, Austria – 5.5km double-shield TBMheadrace tunnel, geotechnical documentation, sampling,laboratory investigations, consulting; Aica-Mules ExploratoryTunnel, Italy – 10.5km double shield TBM tunnel (6.3mdiameter), plus 1.8km NATM tunnel, geotechnical monitoringsupervision

Undisclosed

Pöyry InfraHardturmstrasse 161CH-8037ZurichSwitzerlandTel: +41 44 355 5555Fax: +41 44 355 5556Email: [email protected]: www.poyry.ch

Design, consulting,constructionsupervision,geotechnicalengineering,ventilation, safety, E&Mequipment, survey andmonitoring, hard rockTBMs, soft soil shield,shotcreting method,drill & blast, etc.

Metro Valencia, Venezuela - First stage of6.2km double track metro line inc. 7 stations,excavation by Ø9.6 slurry shield TBM. Reviewand approval of E&M and civil work designsubmissions, geotechnical and tunnellingconsultancy services, construction supervision,safety management and claim management;Zurich Western Bypass N4, Islisberg Tunnel,Switzerland - Basic design, detailed designand construction site supervision for the twintube, 4.9km long, 12.5m diameter IslisbergTunnel constructed by Slurry TBM

Zurich Central Line, Switzerland – Preliminary designincluding variant studies, basic design, construction design,consultancy services and construction site supervision for the4.9km long Weinberg Tunnel on Switzerland’s new railway thatincludes several rescue galleries and open sections; GotthardBase Tunnel, Switzerland – Involved in all stages andaspects of the design from initial feasibility to construction sitesupervision and ventilation and safety. Currently a partner inthe JV for the design and construction of the southern 3 lotswhich make up 2/3 of the total 57km tunnel length

a) US$58.2Mb) US$36M



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Pro IterVia GB Sammartini 520125 MilanoItalyTel: +39 02 6787 911Fax: +39 02 6739 1146Email: [email protected]: www.proiter.eu

Civil engineeringdesign for roads andhighways, railways,environment, rock andsoft ground tunneldesign, geotechnicaland geomechanicaladvice, soilimprovement design,soil structureinteraction analysesand calculations

A1 Motorway, Barberino-Florence Section,Italy – Le Croci tunnel (1.6km driven in weakand hard rock) & Case Forno (third laneextension); A1 Motorway, Firenze Sud-IncisaValdarno Section, Italy – 3rd lane extension,final design of S. Donato tunnel, about 2kmlong, driven in weak rock; A1 Motorway,Barberino del Mugello-Firenze NordSection, Italy – Final design of 12 tunnels inhard rock, approx 7km; St Petersburg Metro,Russia – Access tunnel design; ValtellinaState Road, Italy – Final design of 3 tunnels

Tehran Metro, Line 7, Iran – 13km EPB tunnel (north-southstretch), Ø9m, in urban area; Catania-Syracuse Motorway,Sicily, Italy – Five twin tunnels (12km), geotechnical andgeomechanical assessment and design, viaducts foundationsand retaining structures design, slope stabilisation; BrennerBase Tunnel, Italy/Austria – First lot of Brenner Base Tunnel,Aica pilot tunnel and Unterplattner service tunnel (approx12km), detailed design, including both traditional andmechanised driving in hard rock, under overburden of about1300m

a) US$10Mb) US$2M

Companyinformation



Ramboll GruppenTeknikerbyen 12830 VirumDenmarkTel: +45 4598 6000Fax: +45 4598 6990Email: [email protected]: www.ramboll.com

Cut & cover, immersedtube tunnels, rocktunnels, M&E includingtunnel ventilation andfire safety

Norra Länken, Lot K2, Sweden – Preliminarydesign; Marselisborg Tunnel, Denmark –Preparation of tender docs for EIA for a 2kmroad tunnel; Bording-Låsby Motorway,Denmark – Assistance in connection with theEIA for a new motorway; Steinberget Tunnel,Norway – Design of all works in connectionwith a 1.3km road tunnel in Trondheim; E18Larvik, Langangen Bridge, Norway –Engineering services for new road with 4 rockand 1 concrete tunnels; Nordhavnsvejen,Denmark – Studies for bored and C&C tunnels

E18 Grimstad-Kristlanssand Project, Norway – 7 x rocktunnels and 1 x cut & cover tunnel: Main consultant (incooperation with Bilfinger Berger Technisches Büro); MalmoCitytunnel, E201, Sweden – Geotechnical & hydrogeologicalservices, M&E, rescue/ventilation shafts & participation indesign management; Limerick Tunnel Scheme, Ireland –Cat III check for 900m immersed tube; Citybanan,Södermalm Lot, Sweden – Preliminary design for rail tunnel.1.5km rock tunnel and cut & cover; Skansenlöpet Tunnel,Norway – 500m tunnel crossing. Geotechnical, M&E andstructural design

a) US$790Mb) US$39.5M

Rizzo Associates, Paul C105 Mall BoulevardSuite 270EMonroevillePA 15146USATel: +1 412 856 9700Fax: +1 412 856 9749Email: [email protected]: www.rizzoassoc.com

Excavation planning,geologic studies,instrumentation andmonitoring, settlementand bearing capacity,site selection, slopestability analysis, soilstructure interaction,test borings, downholetesting, seismic riskanalysis

Gualcamayo Tunnel Project, San Juan,Argentina – 3600m of tunnels and a12,500m3 cavern for the transportation ofminerals out of the Ore Pass Cavern. Groundengineering, geomechanical analysis,anchoring design, and constructionmanagement of the cavern and tunnels

Taum Sauk Outlet Works Inspection and Repair, Ironton,MO, US – Inspection of outlet works and preparation ofdesigns for repairs. Outlet works consist of 450ft of 26ftdiameter vertical shaft, 4765ft of 25ft diameter rock tunnel and1807ft of 18.5ft diameter steel lined tunnel and penstock.Repairs will include shotcreting in vertical shaft, reinforcementof the rock tunnel in selected areas and repair of a portion ofthe steel lining tunnel

a) US$43Mb) US$.25M


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CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITYINVITATION FOR BIDS

UNIVERSITY LINK LIGHT RAIL TBM TUNNEL UWS TO CHS – LINK CONTRACT U220(IFB NO. RTA/LR 1-09)

The Central Puget Sound Regional Transit Authority (Sound Transit) invites sealed bids for the construction of approximately 11,400 feet of twin-boredrunning tunnels between the University of Washington Station and Capitol Hill Station and cross passages excavated at intervals between the boredtunnels, including permanent slurry-walls for the UW Station and crossover box structure and excavation of the southern cross-over portion of the box.

A Pre-Bid Conference will be held January 23, 2009 at 9:00 a.m. in Sound Transit's Ruth Fisher Board Room, 401 South Jackson Street, Seattle,Washington. A Networking Session and Site Visit will be conducted following the pre-bid conference. A CD of the Invitation for Bids may be obtainedthrough Sound Transit’s contracting opportunities web site at www.soundtransit.ebidsystems.com.

Any and all inquiries concerning the IFB process should be directed to Brian Knight, Lead Contract Administrator, at (206) 689-4942.

Central Puget Sound Regional Transit AuthorityBy: Brian P. Knight, Lead Contract Administrator

R

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RocksoilPiazza San Marco 1I-20121 MilanItalyTel: +39 02 655 4323Fax: +39 02 657 1307Email: [email protected]: www.rocksoil.com

Tunnel design andconstruction usingADECO-RS approach,core-facereinforcement withfibre-glass bolts,mechanical pre-cutting, horizontal andvertical jet-grouting,cellular archtechnology, wideningof operational tunnels

Milan to Naples High Speed Rail Line, Italy– Ø13.5m, 9 running tunnels; S.P (CountryRoad), Italy – Parscera road tunnel, Ø12m,1.7km long; Malpensa Airport-MilanoCadorna FNM Rail Link, Italy – 2 rail tunnels(EPB) Ø8.15, 1.2km long; Bologna toFlorence Motorway Lot 3 – Twin roadtunnels, Ø17m, 2 x 3.5km

Nazzano Tunnel, Milan-Naples Motorway, Italy – Tunnelwidening; A14 Motorway Modernisation, Italy – 6 x Ø22mroad tunnels, 2 of which will be widened; Naples Metro, Lines1 & 6, Italy – Running tunnels & stations; Milan Metro, Line 5,Italy – Running tunnels & 8 underground stations; Bologna-Florence Motorway, Lot 6, 7, 10 & 12, Italy – 6 twin roadtunnels Ø17m; Milan-Naples Motorway, Lot 13 – 3 x 2.5kmtwin-tube road tunnels; Genoa Metro, Italy - Running tunnels,Ø9.1m; Thessaloniki metro, Greece - 2 x 7.8km long, Ø6.2mRunning tunnels

a) US$10.5Mb) US$10.5M

Companyinformation



Sauer Corporation, Dr G560 Herndon ParkwaySuite 310HerndonVA 20170USATel: +1 703 707 0700Fax: +1 703 707 0703Email: [email protected]: www.dr-sauer.com

NATM/SEM and TBMtunnelling, subwaystations, urbantunnelling (all groundconditions), tunnelinspection,rehabilitation andwaterproofing design,CM & supervision, costestimating, feasibilitystudies, valueengineering

Beacon Hill Station, Central Link, Seattle,US – Final design and construction inspectionservices for deep soft ground tunnels; NorthShore Connector, Pittsburgh, US – Designand construction support services for thewaterproofing of two cut & cover stations andassociated tunnels; WASA CSO, WashingtonDC, US – Participate on Expert Review Board;Love Field Tunnel, Dallas, US – Conceptualdesigns and feasibility studies; Tysons CornerTunnel, VA, US – Preliminary engineeringdesign of large bore TBM tunnel alternative

Devil’s Slide, CA, US – Inspection and CM, scheduling andclaims services; MUNI Subway, San Francisco, US –Preliminary engineering design, scheduling and costestimating; East Side Access, CM009, NY, US – Engineeringsupport during construction; University Link, Seattle, US –Final design of SEM tunnels and waterproofing of stations;Silver Line Phase III, Boston, US – Preliminary engineeringfor NATM section, waterproofing design; Pajares Rail Tunnel,Spain – Detailed design and 3D FE analyses; TottenhamCourt Road Station, UK – Detailed design and FE analyses;Bond Street Station, UK – Preliminary design for stationupgrade; Metro Red Line, Tel Aviv, Israel – Design oversight

a) US$6Mb) US$6M

Schroeder et Associes SA8 Rue des GirondinsL-1626LuxembourgTel: +352 4431311Fax: +4352 443131524Email: [email protected]: www.schroeder.lu

Design of road and railtunnels, including theirtechnical equipment, insoft and swelling rock

UndisclosedTunnel Gousselerbierg, Luxembourg – 2.6km, 4 lanemotorway tunnel; Tunnel Grouft, Luxembourg – 3km, 5 lanemotorway tunnel; Tunnel Staffeler, Luxembourg – 2km, 4lane motorway tunnel; Tunnel Gaalgebierg, Luxembourg –1km rail tunnel; Tunnel Ettelbrück, Luxembourg – 1km, 3lane road tunnel

a) US$29Mb) US$2.9M

Scott WilsonScott HouseAlencon LinkBasingstokeHants, RG21 7PPUnited KingdomTel: +44 1212 148103Fax: +44 1212 123088Email: [email protected]: www.scottwilson.com

TBM, drill & blast, pipejacks, directionaldrilling, immersed tubetunnels, cut & cover,microtunnelling, SCLtunnels, segmentallinings, tunnelinspection,assessment, feasibility,specialist advice,ground probing radar,lining surveys

VIgoumenitsa-Ioninia Railway, Greece –Detailed design; Cooling the Tube, UK –Outline designs for new ventilation shafts andtunnels; SFA, UK – Feasibility for step freeaccess to Green Park station; Wrens NestTunnel, UK – Inspection and preliminarydesign; Edinburgh Airport Rail Link, UK –Lead consultant; Saudi Landbridge Project,Saudi Arabia – Tunnel design; WorcesterInlet Works, UK – Detailed design; RiverTrent Crossing, UK – Design and adviceregarding pipejacked crossing

Tsuen Wan Drainage Tunnel, HK – Detailed Design includingsegmental lining, in-situ lining, chambers and temporarysupport; Braamhoek Hydropower, SA – Technical advisor forcavern, tunnels and shafts; Combe Down Mine, Bath, UK –Design and construction supervision; Laliki Tunnel, Poland –Tunnelling advice and supervision; Perpignan-Figueras HSL,Spain/ France – Commercial Advisor and IndependentMonitoring and Certification of the works on 44.5km HSR link;Glenfield Tunnel, UK – Specialist advice and detailed designof remedial works; Waverley Line Tunnels, UK – Inspection,assessment and advice of remedial works; Gasworks Tunnel,UK – Inspection, assessment and design of remedial works


SETEC58 quai de la RapéeF-75583Paris Cedex 12FranceTel: +33 140 046 783Fax: +33 140 045 737Email: [email protected]: www.setec.fr

Engineering servicesfor all types ofunderground projects,risk analysis,geological &geotechnical studies,ground structureinteraction modelling,CFD modelling of fires,electromechanicalsupervision, sitemanagement

Lyon-Turin Base Tunnel, France/Italy – Twin52km long high speed rail tunnel under theAlps, studies for reference preliminary design;A86 West Motorway, Paris, France –Detailed design of electromechanical andelectrical equipment

Toulon Road Tunnel, France – 1800m NATM bored tunnel;Mont Sion Highway Tunnel (A41), France – 3100m EPBMtwin bored tunnel; Bocognano Road Tunnel, Corsica – 400mNATM tunnel; Chavanne Tunnel, Rhin-Rhone high speed railline, France – 2000m long NATM tunnel; Zaouiat HighwayTunnel, Morroco – 500m long NATM twin bored tunnel;Channel Tunnel Fire Repair Works, France/UK – Repair andrefurbishment following fire in September 2008; A8 MotorwayTunnels Rennovation, Nice, France

a) US$183Mb) US$12.8M

Shannon & Wilson Inc400 N 34th StreetSuite 100SeattleWashingtonUSATel: +1 206 632 8020Fax: +1 206 695 6777Email: [email protected]:www.shannonwilson.com

Geotechnical andenvironmentalexploration for designand constructionmanagement andconstructionmonitoring with fieldinstrumentation of allsizes of tunnels in soiland rock

Lake Ford Smith Dam Project, Arkansas,USA – CM for new 2300ft, Ø21ft outlet tunneland twin 150ft long, 5ft lake taps; Coos BayRailroad Tunnel Assessment, Oregon, USA –Tunnel condition assessment, preliminaryassessment of remedial support requirements,and construction management for emergencyrepairs of nine 90 year old tunnels

Beacon Hill Light Rail Tunnels and Station, Seattle,Washington, USA – Geotechnical input for design andcontract documents, assisted during construction withinstrumentation monitoring, dewatering, ground behaviourassessment for MSE walls, ground improvement with stonescolumns and jet grouting, approach cut supports with soil nailwalls and micropiles, and SEM station construction;Baumgartner Sewer Tunnel and Shafts, St. Louis, Missouri,USA – CM for construction of slurry wall supported shafts,drilled shafts, and TBM driven tunnel; Pump Station andSewer Conveyance Pipeline, Bellevue, Washington, USA –Geotechnical and environmental assessment

a) US$46Mb) US$6M




Sinotech EngineeringConsultants14F, 171 Nanking East RoadSEC 5,Taipei 10570TaiwanPR ChinaTel: +886 2 2769 8388Fax: +886 2 2766 9186Email: [email protected]: www.sinotech.com.tw

Shaft sinking, groundtreatment, precastlinings, planning,design and supervisionfor highway, railway,metro, hydropower,water supply andsewage in soft andfirm ground

Taipei MRT, Taiwan – Detailed design forDD189 and DD188; Hsueshan Tunnel,Taiwan – Detailed design and constructionsupervision; Yuanshantze Flood DiversionTunnel Project, Taiwan – Basic design andconstruction consultation;

Taipei MRT, Taiwan – Detailed engineering design for DK 192,DK 194, DK147, and DG168; Tseng-Wen ReservoirTransbasin Project, Taiwan – General consultant; Chu-Kong161kV cable tunnel, Taiwan – Basic design consultant;Song-Hou 345kV and 161kV tunnel, Taiwan – Basic designconsultant


Companyinformation



Snyder Engineering LLC4251 Kipling StreetSuite 550Wheat RidgeColorado 80033-6800USATel: +1 303 420 1544Fax: +1 303 420 1843Email: [email protected]

Design, development,operation &maintenance of alltypes of hard rockTBMs & soft groundshielded machines,consulting on TBMdesign,TBM failureanalysis, technicalsupport for claims andlitigation, expertwitness testimony

UndisclosedCity Water Tunnel No3, Contract Geo-CM-01, New York,USA – Geotechnical engineering and constructionmanagement services for water tunnel construction in NewYork, expert review board member; Big WalnutAugmentation/ Rickenbacker Interceptor Sewer, Part 1,Columbus, Ohio, USA – Member of a tunnel advisorycommittee providing recommendations relating to the 15ftdiameter EPB shield; Big Walnut Outfall AugmentationSewer, Part 2, Columbus, Ohio, USA – Member of tunneladvisory committee providing recommendations relating to theEPBM; Big Walnut Rickenbacker Sanitary Sewer, City ofColumbus, Ohio, USA – Tunnel advisory committee

a) US$0.2Mb) US$0.15M

STF ConsultLindauer Strasse 3bD-86399 BobingenGermanyTel: +49 8234 904 9930Fax: +49 8234 904 9931Email: [email protected]

All aspects ofsegmental linedtunnels: manufacturingof segments, plant set-up, planning andcommissioning offactories for pre-castsegments, workspreparation forsegment plants andTBM sites

HSRL Munich-Verona, Lot H 8 TunnelJenback, Austria – Ø11.63m segmental linedTBM tunnel. Layout, planning, equipmentselection and start-up of the precast factory;Gold Coast Desalination Alliance,Southport, Australia – 4km Ø2.8m i.d.TBMtunnel for sea water supply for desalinationplant. Checked site set-up of precastsubcontractor and mould manufacture process

Now Doha International Airport, Doha Qatar – Cut & covertunnels for Midfield and Free Trade Zone Area: Double boxsections each 20m wide with three lane traffic management.Construction manager on behalf of SGW JV; SydneyDesalination Plant, Sydney, Australia – 2.5km long twintube bore into the sea for salt water intake and brine outlet.Conducted plant audits, review of factory set-up and checkingon mould & precast manufacturers; Airport Link andNorthern Busway, Brisbane, Australia – Responsible forplanning of all precast works; Metro Line 2, Sofia, Bulgaria –Budget, tender and pricing for precast segments, plants andmoulds

Undisclosed

Su Yapi Engineering &ConsultingAhmet Rasim Sokak No.16Cankaya06550-AnkaraTurkeyTel: +90 312 441 3226Fax: +90 312 438 2726E-mail: [email protected]: www.suyapi.com.tr

Civil engineering, cut &cover, D&B, designengineering, electrical& mechanicalengineering,environmentalmonitoring,environmental impactassessment, projectmanagement

Ankara-!zmir Railway Surveying, Turkey –Design and engineering services for GeneralDirectorate of State Railways, Ports andAirports (DLH). Surveying, design andengineering for 600km rail line. Preliminarydesign for all engineering structures (viaducts,bridges, culverts, underpasses / overpasses,tunnels, etc.) and station facilities, which are tobe kept intact, modified or demolished andrebuilt in relation with laying second tracksalong existing tracks, EIA report writing, costestimate, B/Qs and tender documentation

Marmaray Project, BC1 - Bosphorus Rail Crossing,Istanbul, Turkey – Contract-BC1, tunnels and stationscontract design services (tender design phase 1 and detaildesign phase 2). Detail design for surface and undergroundstations, cut and cover tunnel, bored tunnel, ventilationbuildings, bridge and interchanges, infrastructural facilities,electromechanical design for all structures excludingventilation

Undisclosed

TECBarbarossastraat 356522 DK NijmegenThe NetherlandsTel: +31 24 3820430Fax: +31 24 3229589Email: [email protected]: www.tec-tunnel.com

Bored tunnels,immersed tunnels,technical systems,tunnels trafficmanagement systems,safety, operation,management andmaintenance

2nd Coentunnel The Netherlands –Immersed tunnel across the Noordzee kanaalin Amsterdam. Located next to the existingCoentunnel; Hubertustunnel, The Hague TheNetherlands – Underground road connection:total length ±2000m, the underground parthas, inclusive of slip roads, a length of 1700mand consists of a twin bored tunnel with anouter diameter of 10.2m

Busan koje Link, South Korea – Immersed tunnel for dual-carriage motorway link between Busan and the island Geoje.Total length of the tunnel 3700km. Immersed section 3,240kmcomprising 18 elements of 180m each; CoatzacoalcosImmersed Tunnel, Mexico –Tunnel for a dual lane motorwaycomprising 5 elements of 140m each with a total length of1500m; N201 Diversion Aalsmeer, Uithoorn, TheNetherlands – Motorway diversion including a tunnel acrossthe Ringvaart close to Schiphol Airport; North south lineextension Metro Amsterdam The Netherlands – Immersedtunnel across the river IJ, a twin bored tunnel (3.8km) and 4stations in the inner city of Amsterdam


Temelsu InternationalEngineering ServicesYildizevler 4, Cad. 22Sokak No: 606550Cankaya,AnkaraTurkeyTel: +90 312 442 4720Fax: +90 312 438 5214Email: [email protected]: www.temelsu.com.tr

Preparation of designs,repair and retrofittingdesign, tenderdocuments, technicalspecifications andconstructionsupervision or roadand water tunnels withNATM,TBM, D&B andcut & cover

Borcka-Artvin State Highway Project,Turkey – Detailed design and preparation oftender documents for 11 highway tunnels withtotal length of 3.74km (longest 920m);Tunnels & Viaducts of Anatolian Motorway,Camlica-Gümüsova Section – Retrofittingand strengthening designs of 5 double tubemotorway tunnels, total length of 4.96km(2.1km); Ordu Peripheral Highway Project –Preliminary, final & detailed design andpreparation of tender documents of 4 highwaytunnels, total length of 4.7km

Trabzon South Peripheral Highway Project, Turkey – Study,design and engineering services. Detailed design of 15highway tunnels with a total length of 13.1km (longest1.73km); Bozüyük-Mekece Road Improvement Project,Turkey – Construction supervision and consultancy servicesfor twin tube highway tunnels with total length of 3.27km(longest 2.45km); Greater Istanbul Water Supply Project,Melen System, Turkey – Final design, preparation of tenderdocuments, detail design, construction supervision,consultancy during construction for 7 water tunnels Ø4-8m,with total length of 23.5km (longest 7km)



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TYPSA, Téchnica YproyectosC/Gomera 928700 San Sebastián de losReyes, MadridSpainTel: +34 91 722 7300Fax: +34 91 651 7588Email: [email protected]: www.typsa.com

Design, project studies,feasibility, supervision,numerical modelling,ground improvement,sub-sidance riskassess-ment, riskmanage-ment,monitoring, fireprotection, M&Edesign.Allundergroundconstruction projects

Malaga’s new Metro Line 3, Spain – 5.3kmof cut and cover, 6 stations; Madrid -Valladolid High Speed Rail Line, Spain –2km Tunnel in Valladolid; Barcelona MetroLine 5, Spain – Design of a new 200m2

subway station with 5m overburden; Loioa -Herrera Railway Line, Spain – 2km longtunnel, roadheader and NATM; Madrid MetroExtension Line 8 - Terminal T4 Airport,Spain – Ø9.38m TBM driven tunnel ; GibraltarStraight – Team leader for preliminary designof 38km tunnel;

M-50 Motorway, Northern Sector, Madrid, Spain – Includes10km tunnel; Fuengirola-Los Monteros, Malaga, Spain –20.7km rail link; Legutiano-Escoriatza HSRL, Spain – Twintube 5km tunnel; Line 9, Barcelona Metro, Spain – 40km ofurban tunnelling; AP-46 Expressway, Las Pedrizas-Malaga,Spain – 2 x twin road tunnels; Metro Line 3 Extension,Malaga, Spain – 2.5km + 2 stations; Chamartin - AtochaHigh Speed Rail Line, Spain – 8.5km, Ø11.5m TBM; Bilbao -Vitoria - San Sebastian High Sped Rail Line, Spain – 3NATM tunnels, 5km long

a) US$220Mb) US$36.6M

Companyinformation



Underground ProfessionalServicesCorporation StreetRugbyWarwickshireCV21 2DWUnited KingdomTel: +44 1788 538 731Fax: +44 1788 534 699Email: [email protected]: www.unps.co.uk

Permanent & tempworks design fortransport & utilityprojects, feasibilitystudies, buildabilityadvice, research &development,geospatial surveys,management of tunnellining manufacturingfacilities, riskmanagement

King's Cross Station Redevelopment,London – New access tunnels to the VictoriaLine, Piccadilly Line & Northern Line. CAT IIIChecking Services; Shepherd's Bush Station,London – Temporary works & primary SCLlining design for step free access andimproved ventilation & emergencyarrangements; Heathrow Terminal 5, UK – (inJV with Vinci) Extensions to Heathrow Expressand Piccadilly Line, construction of new 8.1mi.d.Airside Road Tunnel and 4km long stormwater tunnel. Temporary works design

Belfast Sewerage Scheme, Ireland – Design of 10kmtunnels, 38m i.d. pump station, 28 shafts and outfall; Croydoncable Tunnel, UK – Permanent & temp works design for 10kmtunnel; London Water Ring Main, UK – Permanent & tempworks design for 4.5km extension between Honor Oak andBrixton and 4km extension between Stoke Newington andNew River Head; Hendon-Colindale Cable Tunnel, UK –Permanent & temp works design for a 2.5m id cable tunneland 2 shafts; AX4 Framework, United Utilities, UK –Permanent & temp works design for 20 shafts; CoppermillsPumping Shaft, UK – Permanent & temp works design for a30m shaft, connecting tunnel & relining existing 280m tunnel

a) US$16.7Mb) US$16.7M

Vecttor ProjetosRua Cardeal Arcoverde 1749CJ. 103São PauloCEP 05407-002BrazilTel: +55 11 3034 2333Fax: +55 11 3034 2334Email: [email protected]: www.vecttor.com.br

Design, consultancy,numerical modelling,risk inspections, soilmechanics, rockmechanics,engineering geology

Metro São Paulo, Line 2, Brazil – Basic andfinal design of tunnelling works; Metro Rio DeJaneiro, Brazil – Consultancy for CantagaloStation

Metro São Paulo, Line 4, Brazil – Basic design of tunnellingeorks; Metro Rio de Janeiro, Copacabana - Ipanemastretch, Brazil – Consultancy; La Higuera HydropowerProject, Chile – Consultancy; Pinalito Hydropower Project,Domincan Republic – Consultancy; San FranciscoHydropower Project, Ecuador – Consultancy

Undisclosed

ViglconsultA-6780 SchrunsBatloggstreet 36AustriaTel: +43 5556 77844Fax: +43 5556 77844 13Email: [email protected]: www.viglconsult.at

Segmental liningdesign, hydraulictunnelling

Veligonda, India – Water survey tunnel,18km; Kopswerk II A2, Austria – HPP 5kmlong headrace tunnel; Wienerwald Tunnel,Austria – HSR tunnels 2 x 10km; SanFrancisco, Ecuador – HEP pressure tunnel11km

Extension Hieflau, Austria – HPP headrace tunnel 4.8km; ValPassiro, Italy – HEP headrace tunnel, 6km; Metro Istanbul,Turkey – segmental lining design; Beles, Ethiopia – HEPheadrace tunnel/ tailrace tunnel, 18.5km; Semmering BaseTunnel, Austria – HSR Tunnels, 2 x 28km; PerschlingtalTunnel, Austria – HSR tunnel 7.5km; Gilgel Gibe, Ethiopia –Pressure gallery 22km;

Undisclosed

WBIHenricistrasse 5052072 AachenGermanyTel: +49 241 889 870Fax: +49 241 889 8733Email: [email protected]: www.wbionline.de

Geotechnicalconsulting, planning,design of NATM andmechanised tunnelling,tenders, constructionmanagement andsupervision, 3D FEanalysis with in-housesoftware, risk andclaim management

Tunnel Leutenbach, Germany – Exploration,expertise, design and tender documents, riskassessment, review engineer, site supervisionfor 1080, tunnel; Tunnel Höllberg, Germany –Detailed design for 2 x 874m two-lane roadtunnel; Katzenberg Rail Tunnels, Germany –Review engineer for 9km tunnel;Schmücketunnel, Germany – Tunnellingexpert and review engineer for 2 x 1.7kmhighway tunnel; Jagdbergtunnel, Germany –Ground expertise, tender design and tender for2 x 3km three-lane highway tunnel

Tunnel Schwäbisch Gmünd, Germany – Detailed design of2130m tunnel; U15 Stuttgart, Germany – Feasibility,exploration, planning, tenders, supervision & review engineerfor 1055m tunnel; Tunnel Rosenstein, Germany – Groundexpertise and design for 2 x 750m two-lane road tunnel;Carmel Tunnels, Haifa, Israel – Tender design, tenders,detailed design, tunnelling expert, tunnel manager/supervisionfor 2 x 4.7km two-lane road tunnels; Kallidromo Tunnel,Greece – Tender design, detailed design and site supervisionfor 2 x 9025m long rail tunnel; New Schlüchterner Tunnel,Germany – Geotechnical engineer, consulting services duringheading and optimisation of heading for 3995m railway tunnel

a) US$5Mb) US$5M

Zerna IngenieureIndustriestrasse 27D-44892BochumGermanyTel: +49 234 9204 0Fax: +49 234 9204 150Email: [email protected]: www.zerna.eu

Design andsupervision of shielddriven tunnels,microtunnelling andtunnels driven bymining, NATM and cut& cover techniques,investigation andmitigation of tunnellingand mining inducedsettlements, non-linearFE analysis

B236n Road Tunnel, Berghofen, Germany –Tunnel design, preparation of bid procedureand construction supervision of a 1.3km NATMand cut & cover tunnel in complex groundconditions; Geestemünder Straße Pipe Jack,Cologne, Germany – Pipejacked sewer (DN3400) below an existing dilapidated sewer aswell as Ford factory buildings; North-SouthCity Rail, Cologne, Germany – 4km urbantunnelling project, distinguished by extremelydifficult structural and local boundaryconditions. Simultaneously application ofnumerous building techniques

Wehrhahn-Line, Düsseldorf, Germany – Suburban railway incity center, total length of about 3.4km. Six stations will beconstructed by cut & cover with diaphragm walls. The doubletrack tunnel will be driven by Ø9.4m hydro-shield TBM;Brandenburg International Airport, Berlin, Germany –Open-cut railway tunnel with a total length of 2.6km; BerlinUnderground, Line 5 "Unter den Linden", Germany – Twosingle-track tunnels and 4 stations with a total lenght of2.2km; Finnetunnel, Erfurt-Leipzig/Halle Railway, Germany– Two single-track rail tunnels driven by two 10.82m MixshieldTBMs, each with a total length of 6.97km; HamburgUnderground, Line U4, Germany – Total length of approx.4.1km, including two open-cut stations

a) US$21.7Mb) US$1.8M



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26th-27th March, 2009Venue: Renaissance Beijing Capital Hotel, China

Martin KnightsPresidentInternational Tunnelling and Underground Space Association Director of OperationsJacobs Ltd

Eivind GrøvVice PresidentInternational Tunnelling and Underground Space AssociationResearch ManagerSINTEF Group

Park Chul-whanPrincipal ResearcherKorea Institute of Geology, Mineral& Materials

Harald WagnerGeneral ManagerD2 Consult Linz

Peter Johann SturmHead of Division ‘Traffic & Enviornment’Graz University of Technology

Zhou WenboPresidentShanghai Tunnel Engineering Co., Ltd

Yan JingyiAssociate Chief EngineerBeijing Jiaoke Highway Surveying, Design and Research Institute

Sun JunAcademicianChinese Academy of SciencesHonorary ProfessorTongji University

Jan Eirik Henning Senior Engineer The Norwegian Public Roads Administration

Willy De LathauwerChief Engineer, Director of RoadsMinistry of Communications and Infrastructure

Robert GallerChair of Subsurface Engineering University of Leoben RepresentativeITA Austria

Roland LeuckerDeputy Managing DirectorResearch Association for Underground Transportation Facilities (STUVA)

Arnold DixChairman of Contractual Practices GroupInternational Tunnelling and Underground Space Association

Toshihiro AsakuraProfessorKyoto University

KEY ISSUES TO BE COVERED

YOUR EMINENT SPEAKER PANEL (INVITING)

Current condition and future plan about tunnel construction

Senior experiences of construction in complicated geographical situation

Lessons and experiences learn from domestic and overseas projects

Advanced ventilation and disaster prevention systems in tunnels

Risk analysis and decision-making techniques for large tunnel projects

Operation and safety management

Development and application of advanced technologies

We are delighted to invite you to attend the 3 China Tunnel Summit to be held on 26 – 27 March 2009.

Organizer

Media Supporter

Supporting Partner Official Media Partner

For more enquiries, please contact Ms July Zhu for details, Tel:+86 21 62478608 Fax: 86 21 62478838 Email:[email protected]

rd thth

3 CHINA TUNNEL SUMMIT 2009rd

Endorsed by PresentataionSponsor

The program has been designed as wide-ranging as possible with the presentations from senior experts in the industry. Networking platform are also provided for you to find the potential partners.You can visit the official web site www.merisis-asia.com to get the updated information.

033tun0109 26/1/09 11:35 Page 33

AAcciona InfraestructurasAvenida de Europa 18Alcobendas28108 MadridSpainTel: +34 91 663 2850Fax: +34 91 663 2840Email: [email protected]: www.acciona-infraestructuras.es

Undergroundconstruction: rail, road,metro, sewer, hydroelectric, by TBM (EPB,gripper, double-shield,single-shield),conventional(mechanical, Drill &Blast) and cut & covermethods

Plataforma de la LAV León-Asturias, Spain;Plataforma de LAV Vitoria, Bilbao-SanSebastián, Spain; Fase IV Tamaraceite-Tenoya-Arucas costa, Gran Canaria, Spain;Nueva Carretera Icod de los Vinos, Santiagodel Teide, Tenerife, Spain; Túnel de laLobera, Navarra, Spain; Autovía B-40, Olesade Montserrat- Viladecavalls, Barcelona,Spain; Variante de Camarillas, Spain; EjeAtlántico de Alta Velocidad, Galicia, Spain;Túnel de Sabadell, Spain; Aeropuerto deMálaga, Spain

M30 South Bypass, Madrid, Spain – 3.6km, Ø15m EPB;Pajares Tunnel, Lot 1, Spain – Rail, 2 x 10.5km, Ø10m; L9Barcelona Metro, Spain – 11km, EPB Ø12m; BolognaRailway, Italy – 2 x 6km, EPB Ø9m; Santoña Sewer Tunnel,Cantabria, Spain – 4 km, D&B, Ø5m; Malata Outfall, Coruña,Spain – 7km,TBM Ø3.5m; Grado Doriga Highway, Asturias,Spain – 2 x 0.9km; Villargordo-Venta del Moro, Valencia,Spain – Rail, 3km; Guadarrama, Spain; Horcajada–Naharros, Spain; Basurto Tunnel, Bilbao, Spain;Timijiraque Tunnel, Spai; L5 Barcelona Metro, Spain; Ojosde agua Hydro Project, Chile; Ralco Hydro Project, Chile;Metronorte, Madrid, Spain; Metrotren Gijón, Spain

a) US$10bnb) US$551M

Companyinformation



A E YatesCranfield RoadLostock Industrial EstateLostockBostonBL6 4SBUnited KingdomTel: +44 1204 696 175Fax: +44 1204 669 008Email: [email protected]: www.aeyates.co.uk

Mechanisedpipejacking andmicrotunnelling,owners and operatorsof a versatile fleet ofsmall diameter TBMsand slurry systems,and HDD machines upto 70t pullback

Milford Haven-Aberdulais 1220 GasPipeline Crossings, South Wales – 1 xØ1200mm, 4 x Ø1500mm crossings, from40m-100m long, and 5 x Ø1800mm crossings70m - 330m long and various shafts; LocksLane, Purton, Swindon, UK – Combinedsewer, 31m of 600mm i.d. pipejack in 1 spanusing Iseki Unclemole. Construction of 2 xshafts from Ø2.m to Ø3m up to 6m deep; A76Tunnelled Crossing, Ayrshire, Scotland –34m of 1800mm i.d. pipejack in 1 span usingHerrenknecht backacter

Asselby-Pannal 1220 gas pipeline rail crossings, UK – 4 xrail crossing near Leeds using Ø1500 Herrenknecht and Isekimachines; Colchester-Horkesley A12 crossings, UK – 2 x60m crossings of A12 using Soltau; Greenlaw Park II ProjectWP 170, Glasgow, Scotland – 3 x 6.5m i.d. shafts (6m clay,9m rock and 12m clay), 2 x tunnels, Ø1800mm x 160m long inclay using HK backacter and Ø1500mm x 240m long in rockusing HK slurry


Alpine Mayreder BauAlte Bundesstrasse 105071 Salzburg/WalsAustriaTel: +43 662 8582 401Fax: +43 662 8582 400Email: [email protected]: www.alpine.at

Tunnels & caverns insoft soil or hard rock,vertical & inclinedshafts; NATM (alsounder compressed air)with pipe screencover, sidewalls;TBM/TBE drives;Solutions for difficultground; Foundationengineering

Western Bypass, Zurich, Switzerland - (inJV) 2 x 4.4km, 143-160m2, 2 x 2.8km pilottunnel (Ø5m), widened with TBE to Ø14.4m,other sections by drill & blast; Yellow RiverDiversion Project, China - Lot 1, PumpingStation No. 1 & 2. Station No.1, intake (1kmØ4.5m) and 10 inlet branch tunnels (25mØ2m), outlet pressure shaft (142m id 5.2m),tunnel no. 4 (1.7km Ø5.6m), pump StationNo.2 and underground reservoir; AthensMetro, Greece - Line 2 Ext. 1.46km NATM,920m by open face shield

Gotthard Base Tunnel, Switzerland - (in JV), 2 of 5 Lots,HSR, twin TBM tunnels, total length 72.4km; Circle Line,Singapore Metro - Contracts 852 and 855 (both in JV), totallength 11.9km; Ermenek HEP, Turkey - 2 TBM tunnels (8km:Ø6.6m, 4km: Ø4m), powerhouse, shafts, power cavern; HSRNurenberg-Ingolstadt, Germany - Middle section, Lot B (inJV), 3 tunnels total length 15.5km (NATM); NingboExpressway, China - 42.25km 4-lane motorway inc. 10 tubetunnel, total length 7.3km (NATM); Tsankov Kamak HEP,Bulgaria - double curvature arch dam, diversion, road &pressure tunnels (NATM)

Undisclosed

Amalgamated ConstructionUnit 4A, Birchwood OneBusiness ParkDewhurst RoadWarrington, CheshireWA3 7GB, UKTel: +44 1925 838070Fax: +44 1925 816670Email: [email protected]: www.amco-construction.co.uk

Full face tunnel boring,drill & blast, pipe-jacking, micro-tunnelling, shaftsinking, tunnelrefurbishment, shaftrefurbishment,underground assetmanagement, assetsurveys, design andconstruct contracts

Katrine Water Project RWPS & TunnellingWorks – Construction of a Ø15m, 29m deeppumping station shaft, 2 inlet tunnels in hardigneous rocks using drill & blast, and 3 outlettunnels installed by pipe-jacking using anAkkerman Drum Cutter; Bray Head RailTunnel Refurbishment – Scheme formingpart of the DASH upgrading project for IrishRail. Drilling and grouting to stabilise 410m oftunnel lining and facilitate water managementby way of radial drainage

Barrow-in-Furnace Flood Relief Works - Construction of 1500m x 2.1m i.d. p.c.c segmental tunnel utilising a LovatM101 TBM, together with excavation of a 23.6m i.d x 30mdeep diaphragm walled underground storage tank and two3.66m i.d. segmental shafts; Mersey Queensway RoadTunnel Improvements, Merseyside, UK - Construction ofnew emergency escape routes and refuges with the under-deck area of the tunnel, including construction of new escapetunnel (complex logistics, with materials access only onceevery 4 weeks)

a) US$108Mb) US$26M

Amberg TechnologiesTrockenloostrasse 21CH-8105 RegensdorfSwitzerlandTel: +41 1 870 9222Fax: +41 1 870 0618Email: [email protected]: www.amberg.ch

Tunnel surveying, setout, just-in-time profilecontrol, 3D laserscanning for tunnelstructure analysis,digital inspection andinformationmanagement,geotechnicalmonitoring,geophysical prediction

Uetliberg Tunnel, Switzerland – 4.4km roadtunnel. Complete surveying services, includingapplication of TMS Solution and extensiveoptical 3D monitoring; Rhatia Railways,Switzerland – Surface covering, kinematiclaser scanning with Amberg’s GRP 5000System of a total 120 tunnels; TTC - MetroToronto, Canada – Surface covering,kinematic laser scanning of 100km of tunnelsincluding client specific kinematic clearanceanalysis and digital laser reflection image

Gotthard Base Tunnel, Switzerland – (Faido and Bodio Lots)Comprehensive geotechnical monitoring, 3D profile surveys,tunnel scanning and high-resolution images, geometry withGRP 5000 Absolute; Durchmesserlinie Zurich, Switzerland –TBM guidance, 3D profile surveys, tunnel scanning,comprehensive geotechnical monitoring for the ATWconsortium; Ceneri Base Tunnel, Switzerland – Automaticmonitoring of the A2 Highway above the north portal of theBase Tunnel. Integrated monitoring including total stations,GPS, inclinometres and extensometers; Katzenberg Tunnel,Germany – 9.3km rail tunnel, application of TMS Tunnelscan

Undisclosed

Andrade GutierrezRua Dr. Geralso CamposMoreira 375, 4th FloorSão PauloBrazilTel: +5511 5502 2084Fax: +5511 5502 2089Email: [email protected]: www.andradegutierrez.com.br

EPC/turnkey contractsfor all types ofundergroundconstruction (soil &rock) in NATM,TBM/EPBM, cast in-situlinings, shafts, soiltreatment, etc. ISO9001, 14001 andOHSAS 18001certification forsubway works

São Paulo Metro, Line 2 / Green - CarlosPetit Well/Embuaçu Station - Lot 1, Brazil –Twin tunnel in soil with NATM, within urbanarea, lined with shotcrete, variable transversesection up to 100.4m2, main tunnel andauxiliary tunnels totalling 2.29km, and twintunnel in soil to house the Station proper(147m).Vila Mariana vent shaft (Ø12.6m) inurban area.Trench-based excavation ofChacara Klabin Station in soil, at depth of21.6m, including foundations and concreting.Execution of diaphragm walling

São Paulo Metro, Line 4 / Yellow (Consortium), Brazil –12.8km of railway including 6.4km of tunnel by EPBM &4.7km in NATM. Excavation area for NATM works is 64-69m2,Ø9.46m TBM. Construction time frame is 56 months. Projectcomprises a total length of 14.2km and includes 10 stations,12 ventilation and emergency exit tunnels and maintenanceyard. NATM in rock, decomposed rock, soils and saprolite; TBMin tertiary soils from the São Paulo and Resende basins. Keymilestones in Line 4 include the Pinheiros River crossing(NATM in rock), and interconnections with Line 1 (Luz Station),Line 3 (Republica Station), Line 2 (Paulista Station) and withCPTM railway’s Line C (Pinheiros Station).

a) US$2.02bnb) -


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035tun0109 26/1/09 11:36 Page 35

BBalfour Beatty Major CivilEngineering86 Station RoadRedhillSurrey, RH1 1PQUnited KingdomTel: +44 1737 785138Fax: +44 1737 785000Email: [email protected]: www.bbcel.co.uk

Large diameter tunnelconstruction forhighways and railwaysincluding cut & cover,segmental linings withfull face TBMs, drill &blast, NATM andsprayed concretelinings (SCL)

AlpTransit, Lötschberg Tunnel, Switzerland– Part of JV responsible for Steg and Raronsouthern sections, comprising 21.3km of 9.4mdia rock tunnel; Nam Cheong Station, HongKong, PR China – Complex interchangestation for KCRC’s West Rail project, based ontop down construction

A3 Hindhead Scheme, UK – 1.9km tunnel to tacklecongestion on this busy route, improve road safety and removetraffic from the village and surrounding area. Contract awardedin 2002 as Early Contractor Involvement (ECI) scheme; King’sCross Station, London, UK – Construction of undergroundticket hall and installation of M&E equipment

Undisclosed

Companyinformation



Balvac24 Woodside Business ParkBirkenheadWirralCH41 1ELUnited KingdomTel: +44 151 6500184Fax: +44 151 6500358Email: [email protected]: www.balvac.co.uk

Vacuum assisted resininjection, leakagecontrol throughinjection, structuralstrengthening,stabilisation of brickwork & masonry,precision grouting,stabilisation of trackballast, asset solutions& technical projectmanagement

Terminal 5, Heathrow Airport, UK – Leaksealing and vacuum-assisted resin injection;Conwy Tunnel, North Wales – Regularstructural maintenance; Dartford Tunnel, UK– Injection and leak sealing trials plusstructural maintenance

Glasgow Underground, Scotland – 5 year frameworkcontract for rail block grouting, structural strengthening andleakage control by injection methods and sprayed concrete

a) US$24Mb) US$4M

Barhale ConstructionBarhale HouseBescot CrescentWalsallWS1 4NNUnited KingdomTel: +44 1922 726700Fax: +44 1922 726856Email: [email protected]: www.barhale.co.uk

Tunnelling,microtunnelling, shaftsinking, pipe-jacking,open-cut drainage,steel fabrication, utilitynetworks,maintenanceoperations, railtrackcrossings, slurrytreatment, plantinnovation, lateralconnections

Wraysbury Inlet Tunnel Reline, London, UK– Design & construct 2900m of 2.23m i.d.reinforced relining & temporary works; QueenMother Reservoir, London, UK – Design &construct 1000m of 2.23m i.d. reinforcedconcrete tunnel lining & 343m of 2.20m i.d.steel welded pipe relining; London, UK –Inspection maintenance & repairs to 32kmtunnel system; Westbourne Grove London,UK – Construction of 15m i.d. shafts &1500mm i.d. tunnelling; Wandsworth, UK –1200mm i.d. microtunnel & associated shafts

Framework contracts, UK: Thames Water,Anglia Water,Seven Trent Water, Scottish Water; Trade Frameworkcontracts, UK: Network Rail,Wessex Water, Environmental;Bristol City, UK – Insitu concrete relining of city centre tunnelto 2.23m i.d.; London 2012, UK – Design and construction ofprimary site drainage infrastructure, 2000m primary 1200spine tunnel and associated structures; Kingston uponThames, UK – Construction of foul sewers 1000m 1200 and300m 600mm i.d. by remote tunnelling; Albrighton, UK –Construction of flood alleviation scheme with 1800mm and600mm remote rock tunnels; Gt Yarmouth, UK – Constructionof 600mm and 1500mm soft ground tunnels in mixed ground

a) US$200.7Mb) US$90M

Beton- und MonierbauBernhard Hoefel Straße 11A-6021 InnsbruckAustriaTel: +43 512 23110Fax: +43 512 392655Email: [email protected]: www.bemo.net

NATM (shotcretetunnelling) & TBM,rock and soft groundtunnelling using theLaserShell, CombiShell& UltraShell methods,value engineering, cut& cover tunnels

Tiergartentunnel, Austria – 671m rail tunnel,160m access gallery, D&B, NATM; NeuerRamholztunnel, Germany – 474m rail tunnel,excavator, D&B, NATM; Unterer Finstermuenztunnel, Austria – Road tunnel 526m, D&B,NATM; Tschambreutunnel, Austria – Roadtunnel 564m, drill & blast; Tröingebergtunnel,Sweden – 1.1km railway tunnel, D&B;Katschbergtunnel 2nd tube, Austria –5.4km road tunnel, D&B; Beacon Hill Station,Seattle, USA – SEM/NATM know-how-transfer, deep binocular station

Tunnel Jagdberg, A4 Eisenach-Goerlitz, Germany – 3-laneroad tunnel, 2 tubes, total 6.14km, 140m vent-shaft, D&B,excavator, NATM; Pfaendertunnel 2nd tube, Austria –6.74km 2-lane road tunnel, TBM, 31 crosspassages, 4 caverns& 4 inclined tunnels (32.5%), mined, NATM; BBT ExploratoryGallery, South Tyrol, Italy – 10.4km TBM; Alte MainzerTunnel Modernisation, Germany – two 2-track rail tunnels(654+240m); SVT Lerum-Partille, Gothenburg, Sweden –8km sewer gallery; Lainzertunnel LT31, Vienna, Austria –3.6km 2-track rail tunnel; Arlbergtunnel Upgrade, Austria –10.3km 2-track rail tunnel, reinstatement & enlargementunder operation, ballastless concrete track slab system

a) US$122.9Mb) US$120.9M

Bilfinger BergerTunnelling DivisionLandsberger Strasse 290aD-80687 MunichGermanyTel: +49 89 74817 252Fax: +49 89 74817 307Email: [email protected]: www.civil.bilfinger.com

Design and build oflarge internationaltunnel projects (road,rail, metro, sewer,water & power supply),TBM tunnelling (slurry,EPB, hard rock, doubleshield), conventionaltunnelling (NATM,tunnel excavator,roadheader, drill andblast)

Descenderie de Modane, France – 2.9kmexploratory tunnel, D&B; Kirchenwald Tunnel,Switzerland – 3.1km double tube road tunnel,D&B 2 emergency adits, 1 vent shaft, 2 ventbuildings; S-Bahn Hamburg, Germany –1.75km double tube train tunnel, TBMØ6.86m, two emergency exits; Metro SubwayVienna, U2-5 Stadium, Austria – 2.2km,TBMØ6.8m, 3 emergency exits, shafts, station;Hofoldinger Gallery, Munich, Germany -17.4km water supply tunnel, TBM Ø3.40m, 5operational shafts and 2 permanent shafts

Wehrhahnlinie Duesseldorf Lot 1, Germany – 3.4km, 5stations; Weinbergtunnel, Switzerland – LOT 3.1 & LOT 3.2;Gotthard Base Tunnel, Sedrun, Switzerland – 18.3km, D&B,800m access shaft; ESCSO Portland, USA – 8.8km, 7 shafts;E18 Grimstadt-Kristiansand, Norway – 11.5km, D&B; Clem7, Brisbane, Australia – 6.8km, 4km with TBM, 2.8km withroadheader; Citytunneln Malmö, Sweden – 4.6km,TBM,280m Station, 6 shafts; North South City Railway Cologne,Germany – 2.7km twin rail link, 6 stations; WienerwaldTunnel, Austria – 13.1km, 10.8km with TBM, 460m muckingtunnel, ventilation shafts; St Martin la Porte, Lot 1, France –2km exploratory tunnel, D&B

a) US$5.26bnb) US$774.7M

Bouygues Travaux Publics1 avenue Eugene Freyssinet78061 ST Quentin en YvelinesFranceTel: +33 1 3060 5449Fax: +33 1 3060 4428Email: [email protected]: www.bouygues-construction.com

Tunnels and caverns inall types of soil, drill &blast, slurry and EPBshield and hard rockTBM, roadheader,NATM, shaft sinking.Total control ofgeometry and quality.Design andengineering capacityfor these projects

Tunnel Maurice Lemaire, France – Safetytunnel; Ferden, Tunnel Railway, Loschberg,Switzerland – 2x35km drill & blast; TimaWater Tunnel, France – 1.85km TBM;Olkiluoto Nuclear Power Plant, Finland;Flamanville Nuclear Power Plant, France;Masan Bay Bridge Korea; East Tsing Yi,Hong Kong; Tanger Port, Morocco – Roll on– Roll off prefabricated caissons; Nelspruitstadium, South Africa; Highway 2000Motorway, Jamaica – 34km; Les GresillonsWater Treatment Plant, France; PusanHarbour, Korea (Turnkey Contract)

Gautrain Rail Link, South Africa – 80km, including 11.7kmD&B and 3km TBM; A41 Motorway, France – 18.8km,including 2x3km TBM; Salazie Water Tunnel, La RéunionIsland – 8km TBM; Castle Peak Cable Tunnel, Hong Kong –4.5km TBM; Chong Ming Motorway, China – 2x7km, Ø15mTBM; Tyne Tunnel, UK – Immersed tube tunnel; Les GrandsGoulets Road Tunnel, France – 2x1.65km drill & blast; DSDHong Kong West Drainage Tunnel – 10.5km TBM, 8km D&B,32 dropshafts; Cairo Metro Line 3, Egypt – 3.5km TBM and 5stations; Tunnel de Toulon, France – 1.8km roadheader;Andra, France – 500m deep shafts & galleries for nuclearwaste storage; Frejus & Jaut Bugey, France – Rehabilitationof railway tunnel for TGV



TUNNELLING CONTRACTORS


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Companyinformation




CDM50 Hampshire StCambridgeMA 02139USATel: +1 617 452 6000Fax: +1 617 452 8000Email:[email protected]: www.cdm.com

New AustrianTunnelling method,Groundfreezing,ConventionalTunnelling with TunnelBoring Machines(TBM), Drill and Blast,Pipe Jacking,Microtunnelling andUnderground Mining

Ellis Ave, Fountain City, CA, USA – Sewerinterceptor, ribs and lagging, 1600m, 2.77mdiameter, EPB. SWWM – No 11 and 12,Charlotte, NC, USA – Water main, rock bolts /steel liner, 708m, 2.46m diameter, TBM.Swamp Creek Connector, King County, WA,USA – Consolidation sewer, jacked pipe,748m, 1.85m diameter, MTBM. Lowell StTunnel, Fall River, MA, USA – Connectiontunnel, bald, 80.6m, D&B. Third St Tunnel,Fall River, MA – Connection Tunnel, bald,18.5m, 1.85m x 2.77m diameter, D&B.

Harbor Siphon, NYC Harbour, USA – Water main – siphon,precast segments, 3076m, 3.7m diameter, EPB. Brightwater,King County, WA, USA – BT-1, 4320m, 5.9m diameter, EPB.BT-2, 3570m, 5.2m diameter, Slurry TBM. BT-3, 6185m, 5.2mdiameter, Slurry TBM. BT-4, 6490m, 4m diameter, EPB.Conveyance. Cowskin Creek, Topeka, KS, USA – Sewer forcemain, steel casting, 286m, 1.23m diameter, HDD. HomesteadInterceptor, Hartford, CT, USA – Interceptor sewer, jackedpipe, 1052m, 1.85m diameter, MTBM. SRVSA, Somerset, NJ,USA – Outfall, steel liner plate, 66m, 2.77m diameter, Shield.Potomac Interceptor, Arlington, VA, USA – interceptor,casing pipe, 364m, 1.85m diameter, Pipe jacking.

Undisclosed

CostainCostain HouseNicholsons WalkMaidenheadBerkshire SL6 1LNUnited KingdomTel: +44 1628 842444Fax: +44 1682 842362Web: www.costain.com

Mechanised tunnelling,shaft sinking, handtunnelling, drill & blast,water, power, rail andhighway tunnels,pipejacking,compressed air works,project management,risk management,refurbishment, SCL

Margate and Broadstairs WastewaterTreatment Scheme – Design andconstruction of 2km of 2.87m i.d. segmentaltunnel, four associated segmental shafts,600m of 1.8m i.d. pipejacked tunnel includingmarine recovery of TBM, 15m i.d. shafts, two xtwin bore pipejacked railway crossings; CTRLC240 – 4.8km of twin, 7.2m i.d. runningtunnels, cross passages, ventilation shafts,establishment and operation of a precastconcrete lining factory

Hampton Pump Out Shafty and Connection Tunnels – 40mdeep x 15m i.d. shaft with segmental precast lining and SCL,3m i.d. connection tunnel with SCL, 1.8m i.d. pipejack;Brighton and Hove Wastewater Treatment Scheme –Preferred bidder for 9km segmental tunnel and 2km ofpipejacked and 16 shafts up to 20m i.d.; Holmesdale TunnelRefurbishment – Refurbishment of existing road tunnel ontein 3 lane motorway including modernisation of M&E andtunnel services


CSM BessacZI de la pointe31790 St JoryFranceTel: +33 5 61376363Fax: +33 5 61092629Email: [email protected]: www.csmbessac.com

All tunnelling projectsexecuted with TBM(EPB, compressed air,slurry, digging arm)with i.d. up to 5m

Enertherm, Paris – 1300m, 3.1m i.d.;Cachan, France – 500m, 1.8m i.d.; Alicante,desalination plant, Spain – 1000m, 3m i.d.;Ellis avenue, California, USA – 1650m, 2.8mi.d.; Mantes la Jolie, France – 1000m, 1.8mi.d.; Sables d’Olonne sea outfall, France –620m, 1.4m i.d.; Lyon A42, France – 90m,2.9m i.d.

Oued Mkacel Collector, Algiers, Algeria – 4500m long, Ø4msewage tunnel using Bessac EPBM. Design/build contract;Pointe Pescade Tunnel, Algiers, Algeria – 3500m longsewer tunnel, Ø4m Bessac TBM; Interceptor IFT Bogota,Colombia – 10km, 3.7m i.d. EPBM, design/build; Sea OutfallRabat, Morocco – 800m, 2m i.d. with slurry machine;Choully Tunnel, France-Switzerland – 2200m, 2.5m i.d. withcompressed air machine; Sewer Tunnel, Reims – 700m,3.1m i.d. with compressed air machine; Lyon carrée de lasoie – 1000m, 2m i.d. with slurry machine; DPLB, Paris,France – 150m, 4m i.d. with compressed air; CPCU, Paris,France – 400m, 1.4m i.d. slurry TBM

a) US$44Mb) US$44M

Chantiers Modernes Rhone-Alpes24 Rue Champ DolinBP610F-69804 Saint PriestFranceTel: +33 4 7890 0091Fax: +33 4 7890 1459Email: lbaviere@ chantiers-modernes.fr

Tunnels & undergroundworks in all types ofground, from hard rockto soils, D&B,mechanicalexcavation, tunnelrefurbishment,shotcreting, cut &cover, civil works

A40 Motorway, France – Civil works as partof refurbishment programme; Nouveautunnel du Lioran, France – 1515m longsingle tube road tunnel, drill & blast; A43Motorway, Tunnel de L’Epine, SouthernTube, France – Complete refurbishment of a3120m long road tunnel; Tunnel de StGermain, Talloine, France – Refurbishmentand concrete lining of 2 road tunnels inservice; St Martin d’Estreaux, France –Refurbishment of railway tunnel

Tunnel u Bois de Peu, Besançon, France – 520m long twinroad tunnels as part of Basançon ringway, drill & blast; ;Chavanne Tunnel, Belfont, France – 1970m long rail tunnelfor French high speed rail, drill & blast, cut & cover; Tunnel deRochefort, Tech et Poliénas, France – Refurbishment ofthree rail tunnels

a) US$38Mb) US$22M

DenysIndustrieweg 1249032 WondelgemBelgiumTel: +32 9 254 0111Fax: +32 9 226 7771Email: [email protected]: www.denys.com

Pipe jacking, slurryTBM drives, shaftsinking, concrete piles,diaphragm walls

Boot, Brussels – Pipe jack sewer DN2500 =1700m, DN2200 = 3020m, DN1800 =1900m, DN900 = 180m; Woluwe, Brussels –Pipe jack sewer DN2000 = 1000m, DN2200 =1300m, DN1600 = 900m, DN1200 = 700m,DN900 = 500m, inc. pumping station; GasPipeline, Lyon – Casing tube for pipeline,DN2800, 550m pipe jack under the riverRhone; BAM, Antwerp – Utility tunnel pipejack, DN1800, 100m

AVorst Sewer, Brussels – Pipe jack sewer DN2000, 1000m,slurry and reservoir of 18,000m3; Sowaer-Bierset Sewer,Liege – Pipe jack sewer DN2000, 2600m, slurry TBM andshaft sinking depth 40m; Mechelen Sewer, Mechelen – Pipejack sewer DN1600, 740m, slurry TBM, 3 shafts & pumpingstation; AWW-Water Supply, Antwerp – Pipe jack DN1200,600m, slurry TBM; Algiers Sewer, Algeria – Pipe jackDN1800, 3000m, inc. 6 shafts; Schuman-Josaphat RailExtension, Brussels – Pipe jack DN3000, 800m; Aide Sewer,Grace Hollogne & Montegnee – Pipe jack DN1600, 2100m,and 5 deep shafts

a) US$165Mb) US$60M

DMTAm Technologiepark 1D-45307 EssenGermanyTel: +49 201 172 1970Fax: +49 201 172 1971E-mail: [email protected]: www.dmt.de

Tunnel survey,especially gyro controlmeasurements,fundamental networkmeasurements, 3Dlaser scanning andsurface movementmonitoring, onlinevibration and noisemonitoring

Karahnjukar Hydro Power Project, Iceland –Several gyro control measurement campaigns;Roppener Tunnel, Austria – Online vibrationand noise monitoring

Brenner Base Tunnel, Italy – Seismic exploration ahead ofthe tunnel face, rockburst monitoring, gyro controlmeasurements; Gautrain Tunnels, South Africa – Gyrocontrol measurements; Pajares Tunnel, Spain – Gyro controlmeasurements; Jenbachtunnel, Austria – Gyro controlmeasurements; Pfänder Tunnel, Austria – Online vibrationand noise monitoring; Emscher Sewer Tunnel System,Germany – Fundamental network survey, gyro controlmeasurements, 3D laser scanning

a) US$105.3Mb) US$26.3M

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DragadosAvenida Tenerife 4San Sebastian de los Reyes28700 MadridSpainTel: +34 91 703 8239Fax: +34 91 703 8657E-mail: [email protected]: www.dragados.com

TBMs in hard rock withdouble shield and softground using EPBMs,drill & blast, NATM,roadheaders, groundtreatment, soilimprovement,monitoring, precastsegment manufacture,plan/build/operatetunnel consessions

Dos Valires, Andorra – 3km road tunnel bydrill & blast; Seville Metro Line 1 – 3km twintunnel, Ø6m EPBM; Talave Water Tunnel –7.5km, Ø4m double shield TBM; M-30 Tunnel,Madrid, Spain – Road tunnel, 3.6km long,EPB Ø15m; Pertus Tunnel, French/Spanishborder – Twin HSR tunnel, 2 x 8.4km long, 2 xdouble shields, Ø10m; El Salto Tunnel, Chile- Twin 2km long road tunnels for roadconcession, drill & blast; Line 3, BarcelonaMetro, Spain – Drill & blast extension; MetroArgentina, Buenos Aires – Lines A and H

East Side Access, New York, USA – Four tubes bored by twohard rock TBMs, total length of 7.5km. Grand Central Terminal,construction of two caverns below the station for future ESAstation; Pajares Tunnel, Lot 2, Leon, Spain – 5.4km declinetunnel at 6%, followed by twin 4km tunnels (as part of 24kmlong tunnel for HSR), double shield, Ø10.2m; Line 9 BarcelonaMetro, Spain – Subway tunnel, total 15km long, 2 x EPBMsdrives, Ø12m; Tunel sur Los Bronces, Chile – Exploratorytunnel drive, 8.3km long at el. 3800m,TBM Ø4.5; GironaStation Access Tunnel, Spain – 2.5km high speed rail tunnel,Ø12m EPB, and cut & cover station; Metro Madrid L11, Spain– Twin track subway extension 4km, plus station


Companyinformation



Frontier-KemperConstructors1695 Allen RoadPO Box 6690, EvansvilleIndianaUSATel: +1 877 554 8600Fax: +1 812 428 0337Email: [email protected]:www.frontierkemper.com

Shaft and slopesinking, conventionaland TBM tunnelling,shaft and tunnel lining,large diameter raiseboring, manufactureand installation ofhoisting and conveyingequipment for minesand tunnels (throughFKC-Lake ShoreDivision)

Baumgartner Tunnel, St. Louis, USA – (JV)20,275ft long, Ø12ft rock tunnel (Wirth TBM), 3x shafts, 1 x lift station; Metro Gold LineEastside Ext. LA, USA – (with Traylor Bros) 2bored tunnels. Construction to include 2 sumpstructures and 6 cross passages betweentunnels;approx. Ø100ft, termination shaftØ34ft & a screen shaft Ø36ft, all 200ft deep;Weehawken Tunnel & Station, Weehawken,USA – (with Shea & Beton-und Monierbau).Enlarge and equip a 4,160ft long railwaytunnel for subway service

Brightwater Tunnel, Central Section, Seattle, USA – (JV withVinci and RCI-Parsons), 31,700' long 14'4” concrete segmentlined sewer tunnel by slurry TBM.Two shafts (one frozen) forinlets; City Water Tunnel No 3, Manhattan Portion, Stage 2,New York, USA – (JV with Schiavone and Shea), total of 9shafts (24B through 33B) at 500 VF deep. Project includesexcavation of 27,000lf of tunnel using same TBM at Ø12.25ft.that was used to excavate 18,000lf of tunnel for a previousproject.Work also includes concrete lining; Ashlu CreekHyroelectric Tunnel, Squamish, British Columbia, Canada;Various mine construction projects

a) US$150Mb) US$140M

Geotechmin9 Lyulin Planina StrSofia 1600BulgariaTel: +3592 9650221Fax: +3592 9526080Email:[email protected]: www.geotechmin.com

Tunnelling in hardrock, civils, drainage,sewerage tunnels,mine and dressing oreproduction tunnels,recent experience inmetro stations andurban tunnelling

Ellatzite Mine, Etropole, Bulgaria –completion of a 1900m, 7.4m2 drainage aditwith various support requirements

Ellatzite Mine, Etropole, Bulgaria – Drainage adit 840,2100m, 12.4m2 drill and blast, various support required,570m, 10.4m2 drill and blast clean water tunnel forenvironmental protection; Sofia Metro Station 9, Bulgaria –Construction of the vertical access shaft for TBM launch,construction of the Dragan Tsankov connector tunnel, 208m,72m2 NATM tunnel

a) US$58Mb) US$9.2M

Guy F AtkinsonConstruction LLC,200 Union BlvdSuite 400CO 80228USATel: +1 303 985 1660Fax: +1 303 985 1449Email: [email protected]: www.atkn.uk

Mining and tunnelling(including shaftsinking) via drill andblast, TBMs androadheader. Specificexpertise in NATM

Claremont Tunnel Seismic Upgrade,EBMUD, Oakland, CA, USA; West APMTunnel, Dulles International Airport,Washington, DC, USA; East APM Tunnelsand Stations, Dulles International Airport,Washington, DC, USA; Lime Creek AccessSlopes, Martin Marietta Materials, Ames,IA, USE; Port of Will County (POWC) Decline,Mining International, Joilet, IL, USA; BalmatMine, St Lawrence Zinc, Governeur, NY,USA; Leeville Mine, Newmont Gold, Carlin,NV, USA

Highland Boy Drainage Gallery, Kennecott Utah CopperCorp, (Rio Tinto), Salt Lake City, UT, USA; Detailedengineering, design and procurement support for allpermanent facilities, excavation and support of 15ftx15ft x8000ft long tunnel; North Ore Shoot Shaft Collar RecoveryProject, Kennecott Utah Copper Corp, (Rio Tinto), Salt LakeCity, UT, USA; North Ore Shoot shaft collar recovery; CapitolPeak Tunnel Project, Defence Threat Reduction Agency,White Sands Missile Range, NM, USA; Excavation andmaintenance of a tunnel complex by drill and blast


Hazama Corporation2-2-5 ToranomonMinato KuTokyo 105-8479JapanTel: +81 3 3588 5760Fax: +81 3 3588 5755Email: [email protected]: www.hazama.co.jp

All underground works,including H&V shieldmethod, two-stageshield method, tunnelseismic prediction,new pre-lining supportmethod

Itsutsugaoka Tunnel Project, Aichi, Japan –321m long binocular tunnel with no drift forconstruction of central pillar, excavation iscarried out by short bench cut method; OkuraTunnel Project, Fukuoka – 170m longexpressway widening (cross section of155m2); Route 171 Shimizu Multi-ServiceTunnel, Osaka, Japan – Construction of a2.8km long Ø4.3m diameter tunnel by EPBM;Subway Line 13 Project, Shin-SendagayaSection, Tokyo, Japan – Construction of anunderground station by cut & cover

Hydraulic Power Plant No 3, Miyazaki, Japan – Penstocktunnel (48˚ inclined adit) 150m x 4 and powerhouse cavern(24m x 24m x 188m); Yamaura Section of Chikushi Tunnel,Kyushu Shin-Kansen Line, Saga – 2.38km twin-track single-tube tunnel of 73m2 cross section (whole tunnel length11.9km); Takada-Nishi Section, Yokohama city looprailway, Kanagawa, Japan – Construction of 1.3km long twintunnels Ø5.38m, EPB; SJ62(1), Central Circular ShinjukuRoute, Tokyo Metropolitan Expressway, Tokyo, Japan –Construction of a cut & cover highway tunnel and ventilationstation


Hindustan ConstructionHincon HouseLal Bahadur Shastri MargVikhroli (West)Mumbai 400 083IndiaTel: +91 022 2571 5332Fax: +91 022 2579 4771Email:[email protected]: www.hccindia.co.in

All undergroundworks: tunnels includeTBM tunnels, hydroelectric projects,highways, sea linkprojects, nuclearpower plants

Tala HEP C1, Bhutan, India – (1020MW)comprising Ø6.8m, 356m long diversiontunnel, 92m gravity dam, 6.4km long Ø6.8mheadrace, etc; Tala HEP C4, Bhutan –(1020MW) includes 7.18km headrace (Tala isone of the largest HEPs in Asian Sub Continent)

Currently executing 6 major HEP projects (value US$560.8M),3 nuclear projects (value US$197.9M), 17 transportationprojects (value US$1bn), 7 water supply projects (valueUS$738.7M), and various other projects (value US$152.7M).HEP’s include: Chamera HEP, Stage III, Himachal Pradesh,India – (231MW) Diversion tunnel, surge shaft, pressure shaft,etc; URI HEP, Stage II, J&K, India – (240MW) Diversion tunnel,gravity dam (38m high), underground powerhouse, etc;Chutak HEP, Kargil, J&K, India – Comprising Barrage, cofferdams, headrace tunnel, surge shaft, pressure shaft,powerhouse, tailrace, etc.

a) US$550Mb) US$85M



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Hochtief ConstructionOpernplatz 2D-45128 EssenGermanyTel: +49 201 824 2959Fax: +49 201 824 3894Email: [email protected]: www.hochtief-construction.de

All underground works:tunnels and caverns insoft soil or hard rock,with/without ground-water, drill & blast,slurry and EPB shieldand hardrock TBMtunnelling. Tailoredsolutions for complexprojects and adverseground; concretelinings, fire protection

Copenhagen Heating Tunnel, Denmark –3.9km Ø5.1m EPBM tunnel; Safety Tunnel,Lugano, Switzerland – 2.3km, hard rock TBMØ5.1m; Airport Light Rail Tunnel, Hamburg,Germany – Twin rail tunnel, 600m long,Ø6.6m slurry shield; Epping to ChatswoodRail Link, Sydney, Australia – Two x 12.7km,7.2m dia, hard rock TBM; HerrentunnelLübeck, Germany – 780m road tunnel, slurryshield, Ø10.4m; CTRL Contract 320, London,UK – 2 x 2.5km tunnel, Ø8.15m slurry shield;Sophiaspoortunnel, Netherlands

Hafencity U4 Tunnel, Hamburg – 2x2.8km metro tunnel,Ø6.5m slurry shield; Jenbach Tunnel, Austria – 4km longtwin-track HSR tunnel, Ø13m TBM; Lainz Tunnel, Austria –3km long twin-track HSR tunnel; Schlüchtern Tunnel,Germany – 4km long, Ø10.3m EPBM tunnel; Glendoe HEP,Scotland – 17km of hard rock tunnelling by TBM and D&B;Ring Road Prague, lot 514, Czech Rep – 2x1.3km roadtunnel, d&b; Metro Nuremberg U3, Germany – 2x1.1kmmetro tunnel, c&c, NATM; Gotthard Base Tunnel,Switzerland – Bodio/Faido, length 33km/30km,Ø8.8m/Ø9.3m hard rock TBM


Companyinformation



HW DewateringHoelscher WasserbauKallenberg Strasse 24D-45141 EssenGermanyTel: +49 201 8311 6016Fax: +49 201 314 367Email: [email protected]: www.hw-dewatering.com

Well drilling,groundwater lowering,dewatering, watertreatment

North-South Metro, Cologne, Germany –Groundwater lowering, dewatering, watertreatment; Underground line 6, Munich,Germany – Groundwater lowering,dewatering, water treatment; City-Tunnel,Leipzig, Germany – Groundwater lowering,dewatering, water treatment

Finnetunnel, High Speed Rail, Erfurt-Leipzig, Germany –Groundwater lowering, dewatering, water treatment; DistrictHeating Tunnel, Copenhagen, Denmark – Groundwaterlowering, dewatering, water treatment; Wehrhanlinie,Dusseldorf – Groundwater lowering, dewatering, watertreatment


Implenia ConstructionBahnhofstrasse 24CH-5001 AarauSwitzerlandTel: +41 62 832 0534Fax: +41 62 832 0501Email: [email protected]: www.implenia.com

All underground works:tunnels & caverns insoft ground & hardrock,TBMs,TBEs,hydroshield, slurryshields, D&B, concretelinings (segmental &cast-in-situ), shaftsinking, rehabilitationof existing tunnels,pipe jackingGotthard Base

Flims, Switzerland – Bypass road tunnels,2.9km & 462m by D&B; Gotschna, Klosters,Switzerland – 4.5km D&B; Oenzberg Tunnel,Switzerland – 2.28km Ø12.33m hard rock/Mixshield TBM; A9 Lausanne-Montreux,Switzerland – Renovation of 2 motorwaytunnels; San Bernardino Tunnel, Switzerland– Renovation of 6.2km road tunnel; Zurich-Thalwil HSRL, Switzerland – Hard rock TBMdrive 5.58km, soft ground hydroshield 730m.Two single track (1.31km/610m) D&B tunnels;Zurich Airport – 2 x 1km metro tunnels

Tunnel, Switzerland – Bodio 16km Ø8.8m, Faido 15kmØ9.2m TBM and Sedrun 6km Ø9.4m in disturbed zone (D&B);Roppener Tunnel, Austria – 5.1km twin motorway tunnel;Alberg Tunnel, Austria – Evacuation tunnels for parallelrailway and road tunnel, 15km; Lungern Bypass,Switzerland – 4.5km long road tunnel, hard rock TBM;Uetliberg Tunnel, Zurich, Switzerland – 4.5km long roadtunnel, Ø4.5m pilot bore expanded to Ø14.4m with TBE;Aeschertunnel, Zurich, Switzerland – 2.5km long,jetting/roadheader; Lausanne Metro, Switzerland – Softground tunnelling, Lots 1030, 1100, 1200 & 1600; BulleBypass, Switzerland – Dewatering gallery, 1.3km and 600m


Jäger BauBatlogg Strasse 956780 SchrunsAustriaTel: +43 5556 7181 0Fax: +43 5556 7181 31Email: [email protected]: www.jaegerbau.com

All underground worksin hard rock and softground with or withoutgroundwater.Hydropower plantcaverns, road andrailway tunnels,drinking water andirrigation tunnels,shafts. D&B, NATM,single and doubleshield TBMs, EPBMs.

Abdalajis Tunnel, Spain – 7km long railtunnel, DS TBM Ø9.93m; Parbati HEP Project,Stage II, Lot 3, Himachal Pradesh, India –Two inclined (30˚) pressure shafts, each 1.5kmlong, DS TBM Ø4.88m; Nollinger BergTunnel, Germany – 1.25km long drill & blastroad tunnel, cross section 100m2; AchrainTunnel, Austria – 3.3km long road tunnel, drill& blast, 140m2 cross section; opswerk II HEP,Austria – Powerhouse cavern (120,000m3)D&B with auxiliary structures and 1.4km ofservice and supply tunnels in D&B excavation

Katzenbergtunnel, Germany – Twin tube rail tunnel 9.4kmlong, 2 x Ø11.12m EPBMs; Wienerwald Tunnel, Vienna,Austria – Twin tube rail tunnels, 10.75km long, two single-shield TBMs, Ø10.69m; Parbati III, Lot 2, India – 9.9km ofservice & supply tunnels, powerhouse cavern & shafts;Katschberg Tunnel, 2nd Tube, Austria – 4.4km long roadtunnel, drill & blast; Extension HEP Hieflau, Austria – 4.9kmheadrace tunnel in hard rock, DS-TBM Ø6.18m, 700m drill &blast; Tunnel Weising, Austria – 671 D&B tunnel; EyholzTunnel, Switzerland – 2 x road tunnels, each 3.5km long, drill& blast; Osterberg Tunnel, Germany – 2 x rail tunnels, each2.08km long, drill & blast

a) US$115.5Mb) US$60.4M

John Holland70 Trenerry CrescentAbbotsfordVic 3067AustraliaTel: +61 3 8413 6462Fax: +61 3 9934 5269Email: [email protected]:www.johnholland.com.au

Slurry TBMs, EPBMs,hard rock TBMs,roadheaders, drill &blast, pipe jacking andground freezing. In2008, John Hollandused 8 different TBM’s(3 slurry, 2 EPB, 3 hardrock) and placedorders for a further fourTBM’s and eleven300kW roadheaders

Gold Coast Desalination Plant, South EastQueensland – Alliance contract that includedtwin Ø3.4m Inlet and Outlet tunnels, each2km, excavated by two slurry TBMs; KowloonSouthern Link, Hong Kong – D&C contractthat included twin 1.1km rail tunnelsexcavated by an Ø8m Slurry TBM; EastLinkProject, Melbourne – D&C contract for theconstruction of 42km of motorway, whichincluded twin 3-lane road tunnels excavatedby 4 x 300kW roadheaders

Airport Link & Northern Busway, Brisbane – D&C contractcomprising 2 x 2.45km road tunnels by 2 x Ø12.5m EPBMs, 2x 2.2km 3-lane road tunnels by 11 x 300kW roadheaders anda 470m long 2-lane bus tunnel by roadheader; BluewaterDesalination Project, Sydney – D&C contract includes twinØ4.1m Inlet and Outlet tunnels, each 2.5km long, excavated by2 x hard rock TBMs; Northern Sewerage Project, Melbourne– 4.7km of Ø4m EPBM tunnel, 4.5km of Ø3m EPBM tunnel,3.2km of Ø3m. Hard rock TBM tunnel, 8 shafts; MelbourneSewer Replacement – 2.2km of Ø3m EPBM tunnel and 6shafts (depth 15m); Sugarloaf Pipeline, Victoria – Alliancecontract for 70km pipeline, including 1km of Ø2.4m pipejack

a) US$2.23bnb) US$263.4M

Joseph GallagherNeagron HouseStanford RoadOrsett, EssexRM16 3BXUnited KingdomTel: +44 1375 672070Fax: +44 1375 672073Email: [email protected]: www.josephgallagher.co.uk

Machine, hand drivenand concrete linedtunnels, shafts andcompressed air,underpinning,basements and deepexcavations, reinforcedconcrete structures

Forde Avenue Shaft, Bromley, UK –Construction of 20m i.d. shaft by caissonincluding concrete works and ancillarychambers; Margate Flood Alleviation, Kent,UK – Construction of shafts and pipejacks andinstallation of steel pumping mains in tunnel;Leatherhead Road FAS, Surrey, UK –Construction of shafts and pipejacks at veryshallow depths in main road; Peckham Pulse,London, UK – Design and construction ofservice tunnels under building for installationof new pipework to swimming pool

Amsterdam Metro NSZL, The Netherlands – Construction ofshafts for new Metro. Jacked caissons up to 42m deep and6.6m o.d. in water bearing strata; Drummond Gypsum Mine,Co Monaghan, Ireland – Construction of twin drift adits insprayed concrete along with underground chambers; FinchleyCentral Underground Station, London, UK – Construction ofnew lift shafts works for Step Free Access; Puny Drain, KingsLynn, UK – Construction of 6.5m and 7.5m i.d. shafts and twin1.5m i.d. pipejack; Hindhead Tunnel, UK – Reinforcedconcrete works to portal areas. Supply of specialist labour fortwin tunnels; Wembley Cable Tunnel, UK – Construction of 2x 4m i.d. shafts and 900mm pipejack by slurry TBM

a) US$40.9Mb) US$14.3M


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KKenny Construction Co250 Northgate ParkwayWheeling, IL 60090USATel: +1 847 541 8200Fax: +1 847 541 8358Email: [email protected]:www.kennyconstruction.com

All underground work:hard rock tunnelsmachine bored or D&B,EPBM tunnels, SEMtunnels, all soft soiltunnelling methods,microtunnels, largecaverns, subways,shaft caissons andtunnel rehabilitation byvarious lining methodsWePower, Elm Road

USACE McCook Reservoir and ValveChamber, llinois, USA; CommonwealthEdison Company, Chicago, USA – 15ftdiameter Chicago River crossing for powerdistribution; Lake Michigan Tunnel &Intakes, USA – 9,000ft of Ø27ft TBM tunnel, 3x shoreline power plant connection shafts and4 x lake intake connection shafts

Generating Station, USA – 27ft tunnel and 4 x lake intakeshafts for existing and new generating facilities; CalumetDeep Tunnel Valve Chamber, USA – Deep tunnel, 300ft deepvalve chamber and underground control station; BrightwaterConveyance System, East Contract, Seattle, USA – 14,050ftof Ø16’8” precast concrete segmentally lined tunnel andassociated structures; Edison Tunnel and Force Mains,Sayerville, USA; Vulcan Materials Corporation Starter Pitand Ancillary Facilities, McCook, USA; CommonwealthEdison Company, Chicago, USA – 4 x river tunnels for powerdistribution

Undisclosed

Companyinformation



Kiewit Construction Co3555 Farnham StreetSuite 200-EOmahaNebraska 68131USATel: +1 402 346 8535Fax: +1 402 346 8610Email: [email protected]: www.kiewit.com/underground

All undergroundconstruction including:TBM tunnelling (hardrock, slurry and EPBM),NATM, drill & blast,mechanicalexcavation, cut &cover, rehabilitation,microtunnelling, shaftconstruction

Lake Hodges, Escondido, USA – Excavationof a 5,850ft long, Ø12”6’ horseshoe shapedtunnel with 120-inch steel liner and 12ftdiameter vertical shaft; Cavern No 2, WestVirginia, USA – Construction of a liquidstorage cavern consisting of a network ofapproximately 14,500ft of 15ft and 20ft wide x27ft tall drill & blast tunnels with shotcrete finalliner; Wheeler Gulch, Parachute, USA –Construction of 3,200ft long tunnel that is 24ftwide x 20ft tall, using a roadheader

East Side CSO Tunnel, Portland, Oregon, US – 29,000ft long,25ft-diameter slurry TBM tunnel, a precast single pass linerand 9 shafts along the alignment; Devil’s Slide Tunnels,Pacifica, US – 4,100ft long, 10m-wide NATM twin-borehighway tunnels with cast-in-place concrete final liner,permanent electrical and mechanical system; Harlem RiverTunnel, Bronx to Manhattan, New York, US – Two 165ft-deep shafts connected by a 675ft-long drill & blast horseshoetunnel; Sandy River Conduit Relocation, Oregon – 30ft-diameter construction shaft to a depth of 85ft; two drilled 9ft-diameter shafts to a depth of 110ft; and a 13ft-diametermodified horseshoe tunnel

a) US$5bnb) US$128M

Lemminkäinen InfraEsterinportti 200240 HelsinkiFinlandTel: +358 2071 53608Fax: +358 2071 51302Email: [email protected]: www.lemminkainen.fi

Hard rock railway andmotorway tunnels,parking caverns, oiland gas caverns

E18 Motorway Tunnels, Finland – 4 tunnelswith a total length of 4429m; VUOLI, Vantaa,Finland – 2 railway tunnels, total length of5736m; Askottsberget Railway Tunnel,Kramfors, Sweden – 3270m railway tunnel;Asa Tunnel, Kungsbacka, Sweden – 1850mrailway tunnel

Multi Utility Tunnel, Helsinki, Finland – Construction of a2200m section of drill & blast multi-purpose utiliy tunnel;Kroksberg, Härnösand, Sweden – Construction of a 4540mlong railway tunnel; Bjässholmen, Härnösand, Sweden –Construction of a 3490m railway tunnel; Torbacken-Hede,Lilla Edet, Sweden – Construction of a 3030m railway tunnel;KEHU, Helsinki, Finland – Construction of a service tunnel bydrill and blast in the centre of downtown Helsinki

a) US$1.1bnb) US$117.6M

Marti ContractorsCivil Engineering & ManagingServicesFreiburgstrasse 133CH-3000 Bern 5SwitzerlandTel: +41 31 388 7520Fax: +41 31 388 7521Email: [email protected]: www.martiag.ch

Undergroundconstruction includingmechanised full facetunnelling, drill & blasttunnelling, productionof segmental concretelinings

Islisberg Tunnel, Zurich, Switzerland –4650m long twin tube highway tunnel,excavated by Ø11.86m TBM; MetroLausanne, Lot 1700, Switzerland – 665mwith roadheader and umbrella jet grouting;Tunnel Raimeux – 3220m by drill & blast,roadheader and jet grouting; Lötchberg BaseTunnel, Switzerland – Lot Steg, 9500m hardrock TBM drive, Ø9.4m. Lot Raron 10,000mwith Ø9.4m TBM and 4600m long drill & blastsection

Bibra Tunnel, Germany – 6.5km twin rail tunnel excavated bydrill & blast; Katzenberg Tunnel, Germany – 9km twin railtunnel excavated by two Ø11.16m TBMs; Oshlid Tunnel,Iceland – 5.3km road tunnel by drill & blast; Tunnel Boric,Slovakia – 1000m twin road tunnel by drill & blast; Nant deDrance 600 MW Pump storage plant, Switzerland – Accesstunnel by TBM, caverns, adits and bypass tunnels by drill &blast; Tunnel de Bure, Switzerland – 3.1km road tunnelexcavated by TBM; Galleria Vedeggio-Cassarate,Switzerland – 2350m road tunnel with vent shaft, excavatedby drill & blast; Tunnel Graitery, Switzerland – 2462m roadtunnel by roadheader and drill & blast

Undisclosed

McNally International1855 Barton Street EastHamiltonOntario, L8H 7L8CanadaTel: +1 905 549 6561Fax: +1 905 549 3548Email: [email protected]: www.mcnallycorp.com

All areas of tunnelconstruction includingsoft groundconventional and EPBwith concretesegments, rock withroadheaders, TBM’sand drill and blast.Subway tunnels, waterand wastewater

Big Walnut Outfall Sewer, Stage 2,Columbus, Ohio, USA – 4km of 3.7mdiameter tunnel via Lovat EPBM through mixedground conditions; 16th Avenue SanitaryTrunk Sewers (Phase II), York Region,Ontario, Canada – Design-build trunk sanitarysewer 7km of Ø2.64m tunnel, including shafts;16th Avenue Trunk Sewer, (Phase I),Markham, York Region, Ontario – 3.2km ofØ3.5m tunnel and 3.9km of Ø2.85m tunnel;Edmonton South LRT Extension, Edmonton,Canada – 300m of Ø6.4m tunnel

Bathurst/Langstaff Trunk Sewers, York Region, Ontario,Canada – Design-build sewer 8.6km of Ø3.3m tunnel viaEPBM with precast lining, includes 6 x sealed shafts; YDSSInterceptor, 19th Avenue, York Region, Ontario, Canada –Construction of 4.2km of Ø3.3m sewer tunnel via EPBM withprecast lining, includes 5 x sealed shafts; Welland SanitarySewer, Niagara, Ontario, Canada – 2.7km of 1.7m diametertunnel via TBM; Sudbury Rock Tunnel, Sudbury, Ontario,Canada – 6.5km of 2.1m x 1.5m D&B rock tunnel including 3shafts and connections

Undisclosed

MetrostavKozeluzska 2246180 00 Praha 8Czech RepublicTel: +420 266 709 245Fax: +420 266 709 193Email: [email protected]: www.metrostav.cz

Cut and cover, drill andblast, cover and cut,NATM tunnelling

Panenská Tunnel, D8 Highway, Kninice,Czech Republic – 1.9km road tunnel, NATM;Libouchec Tunnel, D8 Highway, CzechRepublic – Twin road tunnel, NATM; ValíkTunnel, D5 Highway, Plzen bypass, CzechRepublic – 2 x 330m long NATM twin roadtunnel; Klimkovice Tunnel, D47 Highway,Czech Republic – Twin road tunnel, 2 x 678mlong, NATM; Euerwang Tunnel, Ingolstadt-Nürnberg, Germany – 1.6km long NATMtunnel; Mrázovka Tunnel, Prague, CzechRepublic – Twin road tunnel, 653m long

IV.C2 Metro, Prague, Czech Republic – Double track singletube tunnel, 793m long, NATM; Héoinsfjaroargöng Tunnel,Ólafs Fjords, Iceland – 3.8 + 7.5km long NATM tunnelbetween Siglu and Héoins; Lucica Tunnel, Highway A6Rijeka-Zagreb, Croatia – 590m long NATM tunnel; NewConnection, Prague, Czech Republic – Main Railway Station,Masaryk RS-Liben-Vysocany-Holesovice, driven section 2.4kmlong, cut & cover section 280m long; Tunnel Blanka, InnerCity Ring Road, Prague, Czech Republic – MyslbekovaStreet-Pelc Tyrolka Section, NATM and cut & cover, total of6.4km




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Companyinformation




Morgan EstSuite 6, Bloxham CourtCorporation StreetRugbyWarwickshireCV21 2DUUnited KingdomTel: +44 1788 517750Fax: +44 1788 517762Email: [email protected]: www.morganest.com

Tunnels in soft ground& rock utilising EPB,slurry & traditionaltechniques.Wideexperience of SCL &associated techniques,including patentedlining & sealingmethods. Shaftsinking, upgrading &facility management,precast linings

Kings Cross Station Redevelopment, UK –D&C of new Access Tunnels to Victoria Line,Piccadilly Line and Northern Line, includingextensive SCL and cast iron linings; HendonCable Tunnel, UK – D&C of Ø2.5m tunnel, 2shafts 20m deep, in clay; Ross on Wye FloodAlleviation Syphon, UK - Ø2.1m Tunnel,389m long, in sandstone and mudstone; BTTunnels Framework, UK – Uplift andmaintenance of 25 existing facilities; DLR Extnto Woolwich, UK – Construction of newStation and twin Ø4.2m, 2.1km tunnels

Belfast Sewerage Scheme, Northern Ireland – D&C projectcomprising 10km tunnels, Ø38m pumping station, 28 x shaftsand marine outfall; Beddington-Rowdown, Croydon CableTunnel, UK – D&C of Ø3m Cable Tunnel, 10km. long, 3 Shafts,in water bearing chalk; London Water Ring MainExtensions, UK – D&C projects. Honor Oak to Brixton: 4.5kmØ3.05m tunnel in water-bearing chalk. Two pump shafts up to50m deep. Stoke Newington and New River Head: 4kmØ2.85m tunnel, 2 Shafts up to 45m deep, in clay and sands;Coppermills Transfer Pumping Shaft – D&C of 15m i.d. 30mdeep shaft, 25m tunnel, 280m of relining and majormodifications to existing facilities


Murphy & Sons, JHiview HouseHighgate RoadLondon NW5 1TNUnited KingdomTel: +44 20 7267 4366Fax: +44 20 7482 3107Email: [email protected]:www.murphygroup.co.uk

All underground works:tunnels for water andsewerage, utilityservices, rapid transitand main line railways,underground storage,caverns, deep handmined piles in confinedcity centre sites.Specialist plant holdingincludes fleet oftunnelling equipment

Bankside To Farringdon Cable Tunnel,London, UK – Comprising of a total of 3km ofmachine driven tunnel plus 6 shafts carried outfrom restricted sites in a heavily urbanisedarea. Cable installation and mechanical andelectrical services also included in the scope

Lower Lea Valley Cable Tunnel, East London, UK –Diversion of overhead power lines underground to clear theOlympic site. D&C project includes the driving of two paralleltunnels 6km long (NGC tunnel Ø4.15m & EDF tunnel Ø2.82m)plus 10 shafts. Tunnels driven using 4 Lovat TBM’s from onecentral site; Lower Lea Valley Cable Tunnel, East London,UK – Installation and commissioning of 2 circuits of 132kvpower cables, control systems and connections to existing EDFnetwork; Harefield-Southall Gas Pipeline, West London, UK– National Grid Transco project involving tunnelling and shaftsinking works to enable construction of a Ø1220mm weldedsteel gas main.Three separate drives totalling 2.45km

a) US$674Mb) US$54M

Nicholson Construction12 McClane StreetCuddy, PA 15031USATel: +1 412 221 4500Fax: +1 412 221 3127Email: [email protected]: www.nicholsonconstruction.com

Earth retentionsystems (rock & soilanchors, diaphragmwalls), groundtreatment including:Rock grouting (cement,low-mobility & asphaltgrouting), soil grouting(jet, compaction,microfine & chemicalgrouting), deep mixing,slurry trench walls

Dearborn CSO Grouting Programme,Michigan, USA – Grouting for a sewer tunnel;Miamitown Interceptor Sewer, Ohio, USA –Shaft using overlapping jet grout columns;North Kenmore Shaft, Washington, USA –Diaphragm wall shaft for excavation supportfor 2 x tunnels and 1 x microtunnel launch;Upper Northwest Interceptor (Sections 3 &4), Sacramento, USA – Jet grouted 5 shafteyes for microtunnel drives; New York LawSchool, USA – Diaphragm wall forunderground building expansion

North Shore Connector, Pittsburgh, USA – Jet grouting, soilmixing, diaphragh walls for new light rail transit tunnels andstations; World Trade Centre Transit Hub, NYC, USA – Part ofJV that is installing micropiles and tieback anchors for newunderground hub; Block 76, Salt Lake City, USA – Design-build earth retention package for a mixed use development,including diaphragm walls and soil nailing; Oakwood CSOTunnel, Detroit, USA – Grouting for sewer tunnel; McCookReservoir, Stage 1, Chicago, USA – Using an IntegralComputerised Grouting System (ICGS), constructing a doubleline grout curtain to depths of 120m; World Trade CentreMemorial Liner Wall, NYC, USA – Anchored diaphragm wall


Amberg Technologies AG CH-8105 RegensdorfPhone +41 44 870 92 22 www.amberg.ch/at

Visualise. Analyse. ReportComplete tunnel as-builts at each construction phaseSignificantly reduce construction delays and costsIncrease overall tunnelling efficiencyDetailed calculation of quantities

TMS Tunnelscan Complete tunnel information

at a glance

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Nishimatsu Construction1-20-10 ToranomonMinato-KuTokyo 105-8401JapanTel: +81 3 3502 0232Fax: +81 3 3580 2745Email: [email protected]: www.nishimatsu.co.jp

Caverns andunderground storage,cut & cover, drill &blast, geotechnicalinstrumentation,grouts/grouting, pipeand box jacking, softground tunnelling,turnkey projects

Dublin Port Tunnel, Ireland – 2.5km of twintwo-lane Ø11.8m road tunnels; CTRLContract 220, UK – 7.5km of twin singletrack, Ø8.1m railway tunnel; KaohsiungMetro, Red & Orange Lines, CR2, Taiwan –6.9km of twin-track Ø5.6m rail tunnel; SuzukaTunnel Up Line, Japan – 4km of 150m2

cross section road tunnel; SJ46 (Phase 2)Tunnel, Japan – 1.1km of Ø11.4m roadtunnel

Shimada No 1 Tunnel (Out Bound), 2nd Tomei Expressway,Japan – 2.7km, 175m2 cross section road tunnel; C828,Nicoll Highway Station, Singapore – Construction andcompletion of station at Nicoll Highway and Boulevard,including 1.4km of dual single-track Ø6.7m metro tunnel;C823, Old Airport Road, Tanjong Katong & Paya LebarStation, Singapore – 1.7km of dual single-track Ø6.7m metrotunnel; Nam Theun II HEP, CW2, Lao People’s DemocraticRepublic – 1.5km of Ø10m headrace tunnel, 1.1km ofØ8.2m-Ø10.4m pressure tunnel and vertical shafts;Tsengwen Reservoir Trans Basin Water Diversion, Taiwan– 14km headrace tunnel

Undisclosed

Companyinformation



NovatecnaRua Banibas 14205460-010São PauloBrazilTel: +55 11 3813 8700Fax: +55 11 3031 7967Email: [email protected]: www.novatecna.com.br

Tunnel consolidationwith horizontal jetgrouting, specifically indifficult conditionssuch as shallow coverand high permeabilitysandy soils

Caracas Metro, Venezuela – Long-term work(5 years) on Line 4 of the subway. Performed50,000m of vertical jet grouting of variouscolumn diameters, 40,000m of horizontal jetgrouting for soil consolidation of tunnels andstations Plaza Venezuela and Plaza Italia

São Paulo Metro, Line 4 / Yellow (Vila Sonia-Luz), Brazil –This line will connect the Luz District with Vila Sonia District inthe west. Performed horizontal jet grouting, forepoling,horizontal drains and vertical jet grouting for several accesstunnels, stations and metro tunnels; São Paulo Metro, Line 2/ Green (Ana Rosa-Tamanduatei), Brazil – Extension of Line2 / Green, stage one includes 3.4km of new line. Performed20,000m of jet grouting columns in 2005 and continue to workthrough 2006 and early 2007 for conclusion of the first stageand for the remaining 3.4km of tunnels; Barcelona, Spain –Full scale test for consolidation of a rail tunnel in high-permeability sand soil, by 360˚ jet grouting and soil cement

Undisclosed

Obayashi CorporationShingawa Intercity Tower B,2-15-2 KonanMinato-kuTokyo 108-8502JapanTel: +81 3 5769 1254Fax: +81 3 5769 1962Email: [email protected]: www.obayashi.co.jp

Caverns/undergroundstorage, nuclear wasterepositories, cut &cover, D&B,geotechnicalinstrumentation/engineering, grouting,immersed tubetunnelling, pipe andbox jacking, softground tunnelling,turnkey projects

Second Bangkok International AirportProject, Thailand – Works for runway,taxiway, roadway and drainage works; UintaBasin Replacement Project, USA – Irrigationdam improvement works including cutofftrench, grout curtain and foundation treatment;Transmission Cable Tunnel, Singapore –Design-build contract for 3.2km long Ø3.7mtunnel for cable transmission

Dubai Metro, Phase 1, UAE – Design/build contract for52.1km LRT, includes 4 underground stations, 3.5km longshield tunnel and 1.4km cut & cover tunnel; Central LinkLight Rail, C710 Beacon Hill, Seattle, USA – 2.3km LRTconstruction, including 2 parallel 1.3km long x Ø5.7m EPBtunnel; Metro Gold Line Eastside Extension, USA –Design/build contract for 8.2km subway, twin bored 2.1kmlong Ø6.4m tunnel and cut & cover sections; West Area CSOStorage Tunnel & Pumping Station, USA – 13km of Ø7.3mTBM tunnel and associated works; Taipei MRT, Xinyi Line,Contract CR580B, Taiwan – 2.3km subway, including twin1.6km long x Ø6.1m EPB tunnel and 2 underground stations

a) US$12.5bnb) -

Obras SubterraneasC/Lopez de Hoyos 13528002 MadridSpainTel: +34 9 1782 3400Fax: +34 9 1562 4298Email: [email protected]:www.obrassubterraneas.es

All types of tunnelling,including road, rail,metro, hydro, utilityand mine accesstunnels. Drill & blast,NATM,TBM, EPBMtunnelling, shaftsinking, raise boring

San Pedro HSR, Madrid, Spain –Construction of a 12km drill & blast rail tunnel;Guadarrama Tunnel, Madrid, Spain –Construction of a 3km road tunnel; PiquerasTunnel, Soria, Spain – Construction of a2.5km drill & blast road tunnel; CentralHidroeléctrica La Muela, Valencia, Spain –Construction of a 1km hydropower tunnel;Aguablanca, Badajoz, Spain – Constructionof a 2.8km long mine access tunnel; SollerTunnel, Madrid, Spain – Construction of a900m road tunnel

Mondragon-Elorrio HSR, Vizcaya, Spain – Construction of a3.5km rail tunnel; Arraiz-Basauri HSR, Vizcaya, Spain –Construction of a 2.5km rail tunnel; La Robla-Pajares HSR,León, Spain – Construction of a 5.1km rail tunnel; PajaresTunnel, León, Spain – Construction of a 7.5km double sheildTBM tunnel; Aranjuez-Ontígola HSR, Madrid, Spain –Construction of a 2.5km rail tunnel; Variante de San JulianHSR, Orense, Spain – Construction of a 2.2km long railtunnel; Almuñecar-Tamaray, Malaga, Spain – Constructionof a 6.2km road tunnel; Nerja-Almuñecar, Malaga, Spain –Construction of a 3.8km road tunnel

a) US$281.6Mb) US$281.6M

Pacific Blasting &Demolition3183 Norland AvenueBurnaby, BCV5B 3A9CanadaTel: +1 604 291 1255Fax: +1 604 291 2813Email: [email protected]:www.pacificblasting.com

Drill and blasttunnelling, rock slopestabilisation includingshotcreting,rehabilitation

Miller Creek Hydroelectric Tunnel,Pemberton, BC, Canada – 1050m long,2.75m x 3m water diversion tunnel to feedwater into a 4.5km long penstock supplying a26MW power station. Tunnelling was carriedout in hard diorite using drill and blasttechniques with 60m long portion at the intakeend carried out in soft ground using NATM.This is a “green” energy run-of-the-riverproject

NVI Mining, Myra Falls Operations, Campbell River, BC,Canada – Development of North Ramp Portal for their newunderground mine. Project involved rock slope stabilisationabove the new portal location as well as drilling and blasting ofthe starter tunnel for the new decline; Granville StationSkytrain Tunnel, Vancouver, BC, Canada – Project involvedconstruction of a n ew tunnel entrance into the existingGranville Skytrain station.Tunnel constructed in soft sandstonefrom level 7 of the underground parkade at 610 GranvilleStreet, passing 23m below the St Regis Hotel. A cross cut anda decline provided handicapped access into the existinginbound and outbound Skytrain tunnels

a) US$65Mb) -

Patel EngineeringPatel Estate RoadJogeshwari (West)Mumbai 400 102IndiaTel: +91 22 678 2916Fax: +91 22 678 2455Email: [email protected]: www.pateleng.com

56 years of experiencein dams (concrete androller compacted),tunnels, powerhouses,caverns, microtunnelsvia TBM (first companyin India to use thismethod), shafts,irrigation and othercivil engineering works

Microtunnelling works, Mumbai, India –Installation of sewers and water mains atvarious locations by microtunnelling,pipejacking and horizontal directional drilling at14 locations in Mumbai

>65 civils projects, including: Koyna HEP, Stage IV,Maharashtra, India – Extension of headrace; Parbati HEP, HP,India – 3.5km HRT; Sewa HEP, J&K, India – Undergroundsurge & pressure shafts, penstocks; Teesta HEP, WestBengal, India; Serlui-B HEP, India; Kameng HEP, AP, India –16.1km HRT, u/g surge & pressure shaft; Priyadarshini JuralaHE Project, India; Single Line BG Tunnels, 1,2 3, 4, 5 & 6,India; Rampur HE Project, Packages I & II, India; LoharinagPala HE Project, India; Tuirial HEP, Mizoram, India; N/FRailway, Assam, India – Tunnel no 7 & 10, total length 5km;Four National Highways Projects, NHAI, India; Six LiftIrrigation Projects, India;




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Pihl & Søn, ENybrovej 116DK-2800 KgsKgs. LyngbyDenmarkTel: +45 4527 7200Fax: +45 4527 7100Email: [email protected]: www.pihl-as.com

All undergroundtunnels and caverns inhard rock with orwithout groundwater.Drill & blast, slurry andEPB shield and hardrock TBM tunnelling

KKárahnjükar Hydroelectric Power Station,KAR-15, Iceland – Excavation/Blasting ofunderground power station, transformer room,11km access tunnel to power station, controlcentre, staff facilities, 4x4m cable tunnel, 2penstocks, tailrace tunnel; Hovstunnelin RoadTunnel, Faroe Islands – Construction (drill &blast) of a 2.5km long road tunnel betweenØravik and Hov, in Suðurøy

Changuinola I HPP, Panama – EPC contract for a 103MWhydro project comprising 90m dam with spillway, 4.5kmheadrace tunnel, powerhouse, switchyard and substations;Malmö City Tunnel (E-201), Malmö, Sweden – Constructionof a 4,650m TBM bored twin-tube rail tunnel, Ø8.95m 700mlong cut & cover section, excavation for new Triangelen station;E-18 Grimsby-Kristianssand Road, Norway – Constructionof a 38km road, including 8 drill & blast tunnels with a totallength of 11km; Sösderströms tunnelen, Stockholm,Sweden – Construction of a 350m submerged railway tunnel;Tunnel NL-31, Stockholm, Sweden – Construction of a 100mmotorway tunnel for the “Norra Länken” road system


Companyinformation



Pohl czNádrazni 25252 63 RoztokyCzech RepublicTel: +420 233 089 412Fax: +420 220 912 299Email: [email protected]: www.pohl.cz

Infrastructure, mining& environmentaltunnels, NATM, smalldiameter TBMs, rock &soft ground tunnelling,microtunnelling, pipejacking, shotcrete,grouting,refurbishment,maintenance &cleaning

Prague Flushing Gallery, Vltava River, CzechRepublic – Upgrade of concrete tunnel,traditional tunnelling, grouting and shotcreting;Prague Sewer Network, Letenska, CzechRepublic – Upgrading of sewer galleries,including traditional tunnelling, groutingshotcreting and repairs; Brno City CentreCollector, Czech Republic – Traditionaltunnelling of collector, grouting andshotcreting; Plzen Prazdroj Brewery, CzechRepublic – Tunnelling near industrialbuildings, galleries and shafts

Olomouc Sewer System Upgrade, Czech Republic –Microtunnelling of sewer network, 2m dia, segmental liningand grouting. Pipejacking dia 1.4m.Traditional tunnelling ofsewer galleries; Prague Smichov, Czech Republic – Powercable tunnel, traditional tunnelling, shotcrete primary lining andcast insitu final lining; Prague Kunratice, Czech Republic –Traditional tunnelling of collector, grouting and shotcreting;Roztoky Sewer Network, Czech Republic – Traditionaltunnelling of sewer galleries, including grouting shotcretingand repairs

a) US$17.5Mb) -

Porr TunnelbauAbsbergasse 471103 WienAustriaTel: +43 50 626 0Fax: +43 50 626 1533Email: [email protected]: www.porr.at/tunnelbau

NATM excavation inhard rock and softground,TBM in hardrock, shielded TBMwith EPB or slurry,pipe jacking withcutter or all kinds ofTBM

Ganzstein Tunnel 2nd Tube, Styria, Austria– NATM road tunnel, length 2km; TunnelBrixlegg, Lot H2/1, Tyrol, Austria – 3.47kmtwin-track rail tunnel + rescue tunnel, NATM;U2/1 Metroline Vienna, Austria – Groundfreezing with brine + liquid nitrogen,diaphragm walls, bored piles, groundwaterlowering; U2/5 Metroline Vienna, Austria –1.7km long, Ø6.5m slurry TBM;Wientalsammelkanal, Vienna, Austria –2x30m deep shafts, sewer 2.6km, EPB Ø8,6m;LF Moos, Switzerland – Water storage

Lainzer Tunnel LT 33, Vienna, Austria – Double-track railwaytunnel, length 3.60km; S35 Tunnel Kirchdorf, Kaltenbach,Styria, Austria – Twin tube road tunnel, 7.50km long;Limberg II Powerstation, Salzburg, Austria; Tauerntunnel2nd Tube, Austria – 6.5km NATM tunnel in squeezing ground;H3/4 Münster-Wiesing, Tyrol, Austria – Double track railtunnel, 5.6km long; Waidhofen/Ybbs, Lower Austria – Singletube road tunnel, 1.1km long; Finnetunnel, Germany – Openmode hydroshield, 2 x 7.7km long railway tunnel; SchaalaLocal Bypass, Germany – 1.20km long; Osterberg,Germany – NATM twin-tube rail tunnel, 2.2km long; BielBypass, Switzerland – EPB Ø12.60m, 6km long

Undisclosed

Pozzi & MartinenghiVia Alba 8433100 UdineItalyTel: +39 0432 480306Fax: +39 0432 481688Email: [email protected]

Waterproofing, designof automatedscaffolding systems(up to 20m diameter),technical advice onwaterproofingspecifications,injections, grouting,leak sealing, steellinings, shafts andcaverns

Milan Metro, Italy – Waterproofing of PeroStation and 4 x tunnels.All structures undergroundwater level. Double waterproofingmembrane with vacuum system, injection ofstructural joints; Salerno-Reggio CalabriaMotorway, Italy – Waterproofing of CostaIncoronata Tunnel near Polla; CERN, Atlas 2,Gex (F), France/Switzerland – Waterproofingof two caverns; Mala Kapela MotorwayTunnel, Croatia – Waterproofing works;Dublin Port Tunnel, Ireland – Tunnelwaterproofing, injection & leak sealing

Venice Link, Italy – Artificial tunnels, part of the newmotorway near Venice, second section; Tabor and BarnicaTunnels, Pod Nanos, Slovenia – Waterproofing works;Foundations, Sofia, Bulgaria – Foundations works for abuilding site in the city centre

a) US$8Mb) US$7M

Razel3 rue René RazelChrist de Saclay91892 OrsayFranceTel: +33 169 856 908Fax: +33 169 856 843Email: [email protected]: www.razel.fr

All types of contractmanagement(partnering, BoQ,design & construct), alltypes of tunnels (rail,road, metro, utility)using all excavationmethods (D&B, NATM,soft ground & hardrock TBMs,compressed air, highlysqueezing rock)

Cap La Houssaye, La Réunion Island,France – Road tunnel; Lyon/Turin HSR,Modane, Savoy, France – 4km longexploratory gallery, drill & blast; Tunnel IvryMassena, Paris, France – 2km EPBM sewer;Salazie Downstream Gallery, ReunionIsland – 10km water transfer tunnel, TBM anddrill & blast; Toulouse Metro, France – 4.2kmtwin-track TBM tunnel, plus 5 x stations withdiaphragm walls; La Vache Noire, Arcueil,Val de Marne, France – Service tunnel

Gallery of Rizzanese, Corse, France; Line 4 Extension,Paris Metro, France; Lyon/Turin HSR, Saint Martin la Porte,Savoy, France – 2.3km long exploratory gallery, drill & blast;Salazie Upstream Gallery, La Réunion Island – 8kmhydraulic tunnel, Ø3.2m by double shield TBM and drill & blast;Railway Tunnels, Algeria – Renovation of 4 x rail tunnels,total length 1.3km

a) US$583Mb) US$52.5M

SC Sopmet3 Gutenberg StreetSection 5BucharestRomaniaTel: +40 21 313 3078Fax: +40 21 312 4717Web: www.sopmet.ro

Horizontal directionaldrilling, auger boring,pipe jacking, piperamming

Line CF Sibot-Curtia, Romania – Pipejackingwith 2.2m diameter prefabricated pipe; LineCF Sibiu-Virit, Romania – Pipejacking with1.4m diameter prefabricated pipe;Rehabilitation of Eroci-Revolutier-Square,Bucharest, Romania – Pedestrian tunnel

Bucharest-Constanta Railway, Romania – Culverts andslope protection as part of rehabilitation project; Line CFBucharest, Constanta, Romania – 80m pipejack with 2.2mdiameter prefabricated pipe; Line CF Jacobeni-Sadova,Romania – Pipejacking with 2.2m diameter prefabricatedpipe; Rehabilitation of Bucharest-Constanta Railway,Pedestrian Tunnel, Baneasa Station, Romania

a) US$2.59Mb) US$1.8M

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Areas of expertise Tunnel contracts underway

SELIPiazza G. Marconi 26/cPalazzo Dell’Arte Antica00144 RomeItalyTel: +39 06 592 9241Tel: +39 06 592 6220Email: [email protected]: www.selitunnel.com

Tunnel construction,tunnel design anddesign/manufacture ofspecial equipment forunderground works.Company sectionspecifically dedicatedto overhauling,manufacturing anddesigning equipmentfor mechanisedtunnelling

Settingiano Railway Tunnel, Italy – 2.5kmtunnel (EPBM Ø8.73m); Perthus Tunnels,Spain – 2 x 8.3km long (EPBM, Ø10.5m);Vancouver Metro, BC, Canada – 2.5kmdouble-track rail tunnel (EPBM Ø6.1m)segmental lining; Athens Metro, Greece –5.5km metro tunnel, (EPBM, Ø9.4m)segmental lining; Passirio Hydro Project,Italy – 5.88km headrace tunnel (DS TBM,Ø3.7m) segmental lining; Talave-CenajoWater Tunnel, Spain – 7.5km tunnel (DSTBM, Ø4.04m) segmental lining

Brenner Base Tunnel, Italy – 9.9km (DS TBM Ø6.12m); GigelGibe II Hydroelectric Project, Ethiopia – 25.8km (2 x DSTBM, Ø6.3m); Beles Multipurpose Project, Ethiopia – 12kmheadrace and 7.2km tailrace (1 x EPBM Ø8.1m, 1 x DS TBMØ8.07m); São Paulo Metro, Brazil – 6.4km (EPBM + backup,Ø9.5m); Thessaloniki Metro, Greece – 7.7km (EPBMØ6.12m); Rome Metro, B1 Line, Italy – 6.6km (2 x EPBMØ6.8km); Crevola Toce III Hydroelectric Project, Italy –8.58km headrace (DS Compact Ø4,20m) NATM; Tsuen WanTunnel, Hong Kong – 5.1km (DSU Ø7.27m); Sant JustTunnel, Spain – (DSU TBM Ø5,98m); East Side Access, NewYork, US – 3.7km tunnel (DSU Ø6.71m) NATM


Shaft SinkersCentex Office ParkCNR Katherine Street &Centex CloseStandton 2148South AfricaTel: +27 11 445 4300Fax: +27 11 444 4410Email: [email protected]: www.shaftsinkers.co.za

Earth retentionsystems (rock & soilanchors, diaphragmwalls), groundtreatment including:Rock grouting (cement,low-mobility & asphaltgrouting), soil grouting(jet, compaction,microfine & chemicalgrouting), deep mixing,slurry trench walls

Impala, RSA – Sinking of ventilation shaft withancillary development & equipping (1,451mdeep, Ø5.6m); Lonmin, RSA – Development ofthree declines and Hossy shaft with ancillarydevelopment; Black Mountain Deep ShaftProject, RSA – 1,752m, Ø7.4m

Impala, RSA – Main shaft with ancillary development &equipping (1,921m deep, Ø10m), 2 x vent shafts (1,703mdeep, Ø9m & 1,437m, Ø6.8m), fridge shaft (1,361m deep,Ø6m), main shaft (1,648m deep, Ø10m); Leeuwkop, RSA –Main shaft with ancillary development & equipping (1,648mdeep, Ø9.8m), vent shaft (1,260m deep, Ø7.6m); Lonmin, RSA– Roland shaft with 22 lvl haulage development and equipping(6.5m wide x 4m high), Saffy shaft (various), Hossy shaft(various); Phakisa, Phase 3, RSA – Ex Freddies 4 shaft(2,471m deep, Ø7.1m); Moab Khotsong Mine, RSA – Ventbypass (Ø7.1m), batch plant operations, excavation of silosand orepasses

a) US$150Mb) US$10M

Skanska BSKosovska cesta 1697174 PrievidzaSlovakiaTel: +421 46 5190 198Tel: +421 46 5424 494Email: [email protected]: www.skanska.sk

All forms of tunnellingand undergroundconstruction for civil,transportation andenvironmental projects

Trojane Highway Tunnel, Slovenia – Twintube highway tunnel, 2.9km. Final lining,reinforcement works and main drainageconstruction; Valik Tunnel, Czech Republic –329m road tunnel; Avigliana Tunnel, Italy –1.9km road tunnel with 183m cut & coversection and 6 x emergency bays; VuossariTunnels, Helsinki, Finland – 2 x 1.52kmdouble-tube rail tunnel and 14 shortinterconnection tunnels; WWTP & WasteWater Sewerage System in BanskaBystrica, Phase I, Slovak Republic

Sitina Tunnel, Highway D2, Lamasska cesta-Stare Grunty,Slovak Republic – Twin 1.4km long highway tunnel, crosssection 79-108m2; WWTP & System, Povazska Bystrica,Slovak Republic – Construction of waste water seweragesystem and new sewer collector (21.4km), restoration andcompletion of waste water treatment plant; Sal’a WasteWater Disposal System, Slovak Republic – Rehabilitationand extension of current sewage network; E18 HighwayTunnels, Orosmaki & Karnainnen, Helsinki, Finland – 2 xhighway tunnels: Orosmaki 2 x 653m, Karnainen 2 x 2.2km;513 Highway Tunnel, Vestec-Lahovice, Prague, CzechRepublic – Ring road tunnel for city

Undisclosed

StrabagDonau-City Strasse 9A-1220 ViennaAustriaTel: +43 1 22 422 0Fax: +43 1 22 422 227Email: [email protected]: www.strabag.com

Caverns/undergroundstorage, nuclear wasterepositories, cut &cover, drill & blast,groundstabilisation/improvement, hydro electricprojects, minedevelopment, shaftsinking/ drilling,shotcreting, softground tunnels

Highway Tunnels, Croatia – Tunnel Gric (2 x1.2km),Tunnel Brinje (2 x 1.6km), TunnelHrastovec (2 x 1.1km), all D&B; HighwayTunnels, Austria – Tunnel Spital (2 x 2.4km),Tunnel Semmering (2 x 3.4km),Kienbergtunnel (2 x 1.4km), Herzogbergtunnel(1 x 1.9km), all D&B; LT22, Vienna, Austria –1.7km single track rail tunnel; Frankfurt-Cologne HSRL, Germany – 11 tunnelstotalling 17.1km; Borcka and Muratli HEPP,East Anatolia, Turkey – All undergroundworks (D&B), including road tunnels

AlpTransit, Lötschberg Base Tunnel, Mitholz Lot,Switzerland – 2.1km of drill & blast high speed rail tunnel,through hard rock; AlpTransit, Gotthard Base Tunnel,Amsteg Lot, Switzerland – 2 x 11.3km of TBM driven railwaytunnel, Ø9.55m, in hard rock; Krapina-Macelj, A2 PhyrnMotorway, Croatia – 6 twin tube highway tunnels, drill &blast; Perschling Tunnel, Austria – 3 single tube rail tunnels(Reiserbergtunnel, 1.3km; Stierschweiffeldtunnel, 3.3km; andRaingrubentunnel, 2.7km); Niagara Tunnel, Canada –Diversion tunnel for HEP, 10.4km, Ø14.4m,TBM; TunnelVomp-Terfens, Lot H5, Austria – 5.8km long railway tunnel,drill & blast excavation


Taisei Corporation1-25-1, Nishi-ShinjukuShinjuku-kuTokyo 163-0606JapanTel: +81 3 3348 1111Fax: +81 3 3345 0481Email: [email protected]: www.taisei.co.jp

All types ofundergroundconstruction (NATM,cut & cover, immersedtube, pipe & boxjacking,TBMsincluding open, EPBand slurry shields)transportation, hydro,irrigation, utilites, etc.

Palm Jumeirah Vehicular Tunnel, Dubai,UAE – Undersea tunnel 1.4km long; D2Motorway, Bratislava, Slovakia – NATMtunnel 2.4km long; Tokai-Hokuriku HighwayHida Tunnel Phase 4 – NATM and TBM tunnel10.7km in length; Namikata LPG Storage,Japan – Underground tank and ventilationtunnel

Algeria East-West Motorway – Four tunnels with a totallength of 3.6km; Marmaray Railway Bosporus Tunnel,Istanbul – Undersea immerged/TBM/NATM tunnel with a totallength of 13.3km; Singapore Circle Line, Contract 854 MRT,Singapore – TBM tunnel 10.8km long; BrightwaterConveyance System, WA, USA – Conveyance tunnel for newsewer system,TBM tunnel; Kyogoku Hydroelectric PowerPlant, Japan – Underground powerhouse and tunnels


Tony Ridley HyperbaricAssociates26 The StreetSurlingham, NorwichNorfolk, NR14 7AJUnited KingdomTel: +44 1508 538 838Fax: +44 1508 538 936Email: [email protected]: www.hyperbaric-tunnelling.com

Specialist personnel &consultancy forcompressed airtunnelling & TBMintervention, allhyperbaric techniques,tunnelling occupationalhealth support &surveillances, sitespecific trainingpackages for allapplications, etc.

Caracas Metro Line 4, Venezuela – TwinØ5.8 tunnels. Consultancy and on site supportfor compressed air work,TBM intervention,occupational Safety & Health, Rescue &Extrication; Barcelona Metro Line 9, Spain–Twin Ø9.4 tunnels over 9km. Consultancyand on site support for compressed air work;Sao Paulo Metro, Brazil - Twin Ø9.4 tunnelsover 12km. Consultancy and on site supportfor compressed air work; Dubai Metro RedLine, UAE –Twin Ø9.6 tunnels over 4.7kmConsultancy and on site support for work incompressed air

Belfast Sewers Project, Belfast, Northern Ireland – Multipletunnels & shafts of mixed diameter. Consultancy and on sitesupport services for compressed air, TBM intervention, shaftconstruction, work in contaminated ground, occupationalSafety & Health, Rescue & Extrication and associated training;Los Teques Metro Line 2, Caracas, Venezuela – Twin Ø5.8mtunnels over 11km. Consultancy and on site support servicesfor compressed air, TBM intervention, occupational Safety &Health, Rescue & Extrication and associated training; ProjectHobson, Hobson’s Bay, Auckland, New Zealand – Sewerreplacement, single bore Ø4.3m tunnel. Consultancy and onsite support services for compressed air, TBM intervention,occupational Safety & Health, Rescue & Extrication

Undisclosed

BUILDING SUCCESSAround the world, VINCI Construction Grands Projets designs and builds large civil engineering structures. Our high level of expertise, strong engineering and management skills, responsive organisational structure and ability to forge well founded local relationships set us apart. VINCI Construction Grands Projets is part of VINCI, the world's leading integrated concession and construction group.

[email protected] - www.vinci-construction.com/projets

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Traylor BrosPO Box 5165835 N. Congress AvenueEvansvilleIN 47716-5165USATel: +1 812 477 1542Fax: +1 812 474 3223Email: [email protected]: www.traylor.com

EPB,TBM andmechanised shieldtunnelling, compressedair, drill & blast,manufacture ofprecision pre-castconcrete segmentallinings

NEIS, LA, USA – 8.5km of Ø4m sewer tunnelutilising 3 x TBMs. Of the 3 x drives, 2 inpredominantly alluvial soils, below the watertable. 3rd drive in siltstone/claystone. 10 xshafts; Dulles Airport Tunnel Segments, USA– Manufacture and supply precast concretetunnel segments; LAMTA C0800 Metro GoldLine Tunnel Lining Segments, LA, USA –Manufacture and install precast concretetunnel segments; NEIS Tunnel LiningSegments, LA, USA – Manufacture and installprecast concrete tunnel segments

San Vicente to Second Aqueduct Pipeline Project, SanDiego, USA – 17.7km water conveyance tunnel. Ø3.2m tunnelwill connect existing aqueduct to the San Vicente reservoir. Thesystem will provide additional storage during wet periods, andanother water source during dry periods or if the mainaqueduct should suffer earthquake damage; LAMTA C0800Metro Gold Line, LA, USA – Twin 2.3km subway tunnels,excavated with 2 x EPBMs in alluvial geology, 4 x crosspassages and 2 x sump structures; San Vicente PipelineTunnel Segments, San Diego USA – Manufacture and installprecast concrete tunnel segments


Companyinformation



TW Mechanical HeadingsShawellLutterworthLeicestershireLE17 6ASTel: +44 1788 861 793Fax: +44 1788 861 793Email: [email protected]

Directional drilling,guided boring, augerboring, pipe jacking

Carlisle-Gretna Green, M6 Extension(Guardsmill), UK – Service & drainagecrossings for Carillion. 20 x 40m guided augerbores & directional drilling crossings; FoulDrainage & Storm Drainage, New Housing,UK – Guided boring 225 x Ø450mm fouldrainage, 3 x pipejacks Ø1200mm &1500mm, totalling 200m; Deeside, A5117Extension (Chester), UK – Service & drainagecrossings. 5 x 40m guided auger boring &directional drilling crossings, sizes fromØ225mm-750mm. 120m pipejack, Ø1200mm

Carlisle-Gretna Green, M6 Extension (Guardsmill), UK –Service & drainage crossings for Carillion. 20 x 40m guidedauger bores & directional drilling crossings, Ø125mm-600mm;Foul Drainage & Storm Drainage, New Housing, GKLNorthern Ltd, UK – Guided boring 225 x Ø450mm fouldrainage, 3 x pipejacks Ø1200mm & 1500mm, totalling 200m;Deeside, A5117 Extension (Chester), UK – Service &drainage crossings. 5 x 40m guided auger boring & directionaldrilling crossings for Carillion, sizes from Ø225mm-750mm.120m pipejack, Ø1200mm

a) US$12.2Mb) US$12.2M

Vinci Construction GrandsProjets5 cours Ferdinand-de-Lesseps92851 Rueil-MalmaisonFranceTel: +33 1 4716 4700Fax: +33 1 4716 3360Email: [email protected]: www.vinci-construction.com/projets

TBM tunnelling: openshield, EPB, slurryshield, Mixshield; ‘Allin the tube’ concept(devised for the ElAzhar road tunnels inCairo, Egypt, whichensures safety intunnels withoutancillary structures),patented ‘dual-layer’segments (2002)

Mitholz tunnel, Switzerland – Triple tuberailway tunnel, total length 24km, constructedby drill & blast; Terminal 5 Tunnels,Heathrow Airport, UK – Construction (in JV) ofunderground works including 7 tunnels,totalling 14km in length, shafts, earthworks,concreting & slurry walls. Tunnels constructedby TBM and SCL methods; StormwaterManagement and Road Tunnel (SMART),Kuala Lumpur, Malaysia - Technicalassistance

Modified Detroit River Outfall No2, US – 1.9km tunnel underthe Detroit River with a slurry TBM; Brightwater ConveyanceTunnel, BT2 & 3, Seattle, US – Two slurry TBMs drives,9.7km; Hallandsås, Sweden – Twin 5.6km long rail tunnels;A86 West, East 1 & 2, France – D&B of 4.5km single tuberoad tunnel, EPB/slurry TBM Ø11.6m; Cairo Metro, Line 3,Phase 1, Egypt – Construction of 5km of tunnels (slurry TBM)& 5 stations; Athens Metro, Line 2 Extension, Greece –Detailed design, management & synthesis of 5.7km longstructure, including 5.1km TBM tunnel and 4 x stations;Budapest Metro, Line 4, Stage 1 – D&B, including TBMexcavation of twin 7.3km tunnels & station

a) US$1.13bnb) US$233.7M

Wayss & FreytagIngenieurbauEschborner Landstraße 130-132D-60486 Frankfurt AM MainGermanyTel: +49 69 7929 400Fax: +49 69 7929 491Email: [email protected]: www.wf-ingbau.de

TBM tunnels,Mixshield, Hydroshield,EPBMs, slurry andhard rock tunnelling,NATM, cut & cover,design-build projects

Munich Underground Railway, Line 3 North,Section 2, Germany – Two single track railtunnels & 2 x stations, 2.4km, Ø7.35m slurryshield; Grouft Tunnel, Luxembourg – Twin3.26km long drill & blast road tunnel; ViennaMetro, Line U2, Section 2, Austria – 2 x twinbore metro tunnels, 2 x 1.3km NATM;Uetilberg Tunnel, Zurich, Switzerland – 2 xmotorway tunnels, 8.2km; North/South Link,Antwerp, Belgium – 2 x single track railtunnels 1,228m long Ø7.3m

Hubertus Tunnel, The Netherlands –1.6km long, Ø9.6m,slurry shield; North-South City Line, Cologne, Germany –Two single-track rail tunnels & 7 x stations, total length 4.9kmby 2 x Ø8.39m slurry TBMs; Katzenberg Tunnel, Germany –Two single-track railway tunnels, 2 x Ø9.3m, using 2 xØ11.12m EPB shields; Moosach Tunnel, Munich, Germany –Two single track rail tunnels and 2 x stations, 2.4km, Ø7.35mslurry shield; Finnetunnel, north of Weimar, Germany – Twosingle track rail tunnels, 7km using 2 x Ø10.9m slurry shields,converte to open rock after first 1.5km; Diabolo Tunnel,Brussels, Belgium – Two single track rail tunnels, each 1.1kmunderneath runway; Ems Dollard, Germany/Netherlands

a) US$335.7Mb) -

YIT CorporationPO Box 36Fin-00621HelsinkiFinlandTel: +358 20 433 2399Fax: +358 20 433 3706Email: [email protected]: www.yitgroup.fi

Underground blastingand reinforcementworks in hard rock,shaft developmentworks (for existinghoisting shafts inunderground mines),underground minedevelopment andproduction works

Kittilä Gold Mine, Finland - 4.5km declineand development tunnels; Tunnel renovationJyväskylä-Jämsänkoski, Finland -Refurbishment of 2.5km rail tunnels;Extension of Terminal 2, Helsinki-VantaaAirport, Finland - Baggage tunnel and civilengineering works; Munkkisaari-Vanhankirkon puisto, Helsinki, Finland -1.5km long tunnel for Helsinki Energy; VUOLIProject, Contracts 2 & 5, Helsinki, Finland -5km of rail tunnels; Viikinranta cable tunnel,Helsinki, Finland - 1.5km long tunnel

Meilahti-Pasila energy tunnel, Helsinki, Finland – 1.5km ofenergy tunnel excavation and rock reinforcement works; RingRoad I tunnels, Espoo, Finland – Two 4-lane rock andconcrete tunnels; Turku Water underground water storage,Turku, Finland – Excavation and rock reinforcement works of200,000m3 water storage; City Center shafts, Helsinki,Finland – Shaft excavations for underground parking facilities;Maunula sewage tunnel, Helsinki, Finland – Refurbishmentof existing 1km rock tunnel


Züblin, EdAlbstadtweg 5D-70567 StuttgartGermanyTel: +49 711 7883 9704Fax: +49 711 7883 261Email: [email protected]: www.zueblin.de

Caverns/undergroundstorage, nuclear wasterepositories, cut &cover, drill & blast,groundstabilisation/improvement, hydro electricprojects, minedevelopment, shaftsinking/ drilling,shotcreting, softground tunnels

AlpTransit, Lötschberg Base Tunnel, MitholzLot, Switzerland – 2.1km of drill & blast highspeed rail tunnel, through hard rock;Schottenberg Tunnel, Germany – 3-laneroad tunnel and parallel rescue gallery;Hestenbertunnel, Germany – 2-lane roadtunnel, 734m long, drill & blast;Bierhäuselberg, Austria – 2 x single track railtunnels, NATM; Munich Subway, U3 Nord,Germany – 2-track and 3-track rail tunnel,approx. 2.8km and station, NATM withextensive ground treatment measures

Islisbergtunnel, Switzerland – Twin 4.6km hard rockØ11.6m TBM tunnels; Brixlegg Tunnel, Lot 5, Austria –7.7km 3-track rail tunnel, NATM; Katzenberg Tunnel,Germany – 2 x 9.38km single-track rail tunnels, 2 x TBMdrives, NATM cross passages, cut & cover sections; North/South Line, Amsterdam Metro, Netherlands – 4 x sectionsof twin single-track tunnel, totalling 6.2km, slurry/EPB shieldØ7.12m. Extensive ground treatment, construction of crosspassages in ground freeze; North-South City Line, Lot 2,Cologne, Germany – Two single-track rail tunnels using 2 xØ8.4m TBMs, total of 5.38km; Kopswerk II HEP, Austria –Underground powerhouse, transformer cavern and total of1.6km drill & blast tunnel; Wienerwald Tunnel, Austria

a) US$2bnb) US$130.4M

ClassifiedContact Frank Bloomfield T: +44 (0)20 7336 5201 E: [email protected] F: +44 (0)20 7336 5283

Ref: PN3785 Tunnel Design Engineer, Singapore

Ref: PN3787 Tunnel Engineer, Hong Kong

Ref: PN3722 Senior Tunnel Engineer, India

Ref: PN3720 Design Engineer - Tunnels, New Zealand

Ref: BN461 Project Manager, Somerset/East London

RECRUITMENT

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UK & OVERSEAS OPPORTUNITIESCurrent opportunities:! Principal Tunnelling Engineer - Birmingham! Tunnel M&E Engineer - Abu Dhabi ! Geotechnical Engineers - Metro & Piling Projects -Dubai, Singapore, Hong Kong ! Senior Geotechnical Engineer - Delhi India ! TBM Operators(Wirth machine Exp.) - India ! Principal Tunnel Engineers - Czech Republic, Hungary, Singapore& India ! ITS Engineer - Tunnels - Surrey ! Tunnels Project Directors - Hong Kong & Surrey! Construction Manager & Senior Tunnel Engineers - Water Project - London ! Senior &Section Engineers (Excavated & SCL Tunnel Exp.) - Surrey ! Immersed Tunnel DesignEngineers - Abu Dhabi, UAE or UK Based ! Tunnel Engineers, Site & Design - USA! Tunnel/Underground Structure Design Engineers - UK, Australia, USA & UAE

Tel: + 44 (0) 207 754 5999 Email: [email protected]: www.v-engineeringrecruitment.com T: +44 (0)20 7336 5283 E: [email protected]

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WEBSITE DIRECTORY

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TUNNELLING EQUIPMENTHIRE & SUPPLY

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TUNNEL AND SHAFTSPECIALISTS

Telephone +44(0) 1302 329911Fax +44(0) 1302 329922Email [email protected] www.alanauld.co.uk

‘Experience in depth’

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• Leak Sealing • Soil Stabilisation• Structural Reinforcing • GroundWater Control • Disaster Recovery

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CUSTOM-MADE CUTTERHEADS FOR TBMsMICROTUNNELLING AND VERTICAL ORDIRECTIONAL DRILLING MACHINES.BACK UP AND MUCK HAULAGE SYSTEMS.ROLLING STOCK AND SPECIAL TUNNELLINGRELATED EQUIPMENT.

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Special fittings, hoses and tunneling equipment for:! Erection plant! Machine requirements! Microtunneling! Drill&Blast tunneling! Air pressure supply! Concrete formwork

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Tel. +49 (0)234 / 5 99 63 10 · Fax +49 (0)234 / 5 99 63 20www.astbochum.de

12-14 FEBRUARYRGMA-09Varanasi, IndiaThis International Symposium on RockMechanics and Geoenvironment in Mining andAllied Industries is being convened to assessand understand the interface of differentaspects of the theory, tools and practices.Contact: Sanjay Kumar Sharma; tel: +91 9450787 274; email: [email protected];web: http://www.itbhu.ac.in/min/conferences/

02-03 MARCHShotcrete for South AfricaJohannesburg, South AfricaSponsored by the ITA, one of the themes ofthis conference is to the merits of introducing anozzleman certification scheme in SouthAfrica. Presentations will include a review of atleast six different nozzleman accreditationschemes being used in other parts of theworld. Contact: SAIMM; tel: +27 11 834 1273;email: [email protected]; web:http://www.saimm.co.za/events

11-12 MARCHMulti-System Utility Tunnels (MUT)Haifa, IsraelThe first international conference in thedeveloping field of design and construction ofunderground multi-system utility tunnels(MUTs) will present existing experienceregarding planning and construction in Haifaand other towns worldwide. Contact:Diesenhaus Unitours; tel: +972 3 5651324;email: [email protected]; web:http://www.multiutilitytunnels.com/

26-27 MARCHChina Tunnel Summit 2009Beijing, ChinaThe China Tunnel Summit aims to provide aplatform for discussion of new tunnelingtechnologies and challenges in a warm andprofessional atmosphere. This year’s Summitwill focus on Safety in Construction andSustainable Development. Contact: Merisis;tel: +86 21 6247 8608; email:[email protected]; web:http://www.merisis-asia.com/tunnel/

18-20 MAY8th Iranian Conference on Tunnelingand Underground SpacesTehran, Iran“Underground Spaces for Safety, BetterEnvironment and Energy” is the theme for thisyear’s conference, which aims to offer aplatform for exchange of knowledge andinformation on state of the art tunnellingdevelopment and practices. Contact: IRTA; tel:+98 21 886 304 95; email: [email protected]; web:http://www.irta.ir/conference2009/

23-28 MAY2009 ITA World Tunnel CongressBudapest, HungaryThe 35th ITA General Assembly andCongress will be held in Budapest.With a large amount of tunnellingunderway and in planning, theorganisers are confident it will be asuccessful event. Contact: DiamondCongress; email:[email protected]; web:http://www.wtc2009.org

07-10 JUNEShotcrete for underground support XIDavos, SwitzerlandEngineering Conferences International, inconjunction with the ITA, the Swiss TunnellingSociety and several other EuropeanAssociations is sponsoring the Shotcrete forUnderground Support XI. Bringing togetherspecialists from around the world, state-of-the-art of shotcrete methods will be discussed.Contact: ECI; email: [email protected]; web:http://www.engconfintl.org/9as.html

14-17 JUNERETC 2009Las Vegas, Nevada, USARETC is recognised as a leading internationaltunnelling event for contractors and engineers.Last year, conference attendance exceeded1500 professionals from more than 30countries and the exhibition sold out in recordtime. With a venue of Las Vegas, 2009 is sureto be even more of a success. Contact: SME;web: http://www.retc.org

22-25 JUNE5th Symposium of Strait CrossingsTrondheim, NorwayOrganised by SINTEF and the NorwegianUniversity of Science and Technology, thismajor symposium aims to act as a forum for theexchange of information, research, newtechnology and recent experience. The eventwill also include an exhibition. Contact: NTNU;email: [email protected]; web:http://www.straitcrossings.com

09-11 SEPTEMBERIBTTA 77th Annual MeetingChicago, USAThe International Bridge, Tunnel andTurnpike Association’s (IBTTA) 77th AnnualMeeting and Exhibition will bring together morethan 1000 toll agency professionals for 3 daysof networking and innovations in toll industry.Contact: IBTTA: Tel: +1 202 659 4620; web:http://www.ibtta.org

13-16 SEPTEMBEREURO:TUN 2009Bochum, GermanyThe 2nd International Conference onComputational Methods in Tunnelling isorganised by the Institute for StructuralMechanics. Contact: Conference Secretariat:Tel: +49 234 32 29051; web:http://www.eurotun.rub.de

16-18 SEPTEMBERTunnel Construction and UndergroundStructures, Ljubljana, SloveniaSlovenia’s 9th International Conference onTunnel Construction and UndergroundStructures is sponsored by the SlovenianSociety for Underground Structures. Contact:SSUS: tel: +386 1470 4617; email: [email protected]; web: www.drustvo-dpgk.si

01-03 DECEMBERSTUVA TAGUNG'09Hamburg, GermanyEvery two years the STUVA conference takesplace with various topics from the fields oftunnelling and underground construction. Theconferences are attended by approximately1,500 tunnelling experts from more than 30different countries. An exhibition accompaniesthe event. Contact: STUVA: email:[email protected] web: http://www.stuva.de/

17-19 MARCH 2010ISTSS 2010Frankfurt, GermanyThe 4th International Symposium on TunnelSafety and Security. Manuscript abstractsshould be submitted to the Secretariat by 01June 2009, poster abstracts by the 01 October2009. Contact: Anders Lönnermark, SPTechnical Research Insitute of Sweden; tel:+46 10 516 56 91; email: [email protected]; web: http://www.sp.se/en/units/fire/news/ISTSS2010/

14-20 MAY2010 ITA World Tunnel Congress,Vancouver, CanadaPrior to the 2010 Winter Olympics, theInternational Tunnelling Association (ITA) visitsthe spectacular city of Vancouver, British

Columbia, for its yearly conference andexhibition. Contact: web:

http://www.wtc2010.org

18-20 MAYInterTunnel 2010Turin, ItalyTunnelling exhibition aimed atcompanies and suppliers involvedin building and equipping tunnelsand firms providing the systemsand expertise for their safe andefficient operation. Contact: MackBrooks Exhibitions; web:http://www.intertunnel.com

Dates & Events

BRITISH TUNNELLING SOCIETY19 FEBRUARY: Briars Lane Mine StabilisationMembers of the team discuss the specification,implementation and validation of chalk mine treatmentmethodologies. Presented by Chris Milne, AndrewO’Donovan and John Rigby-Jones.

19 MARCH: Disputes in Tunnelling ContractsSpeakers will consider the common causes ofcontractual disagreements on tunnelling schemes.Presented by Nigel Legge, Garry Crossley andCaroline Pope.

A DATETO REMEMBER...

If you know of a tunnelling relatedconference, event, seminar or exhibition

that is not listed here, we would be delightedto hear from you. Please contact the editor

by post, email, fax or through our web site: TrisThomas, ‘Tunnels & Tunnelling International’,

Progressive House, 2 Maidstone Road,Sidcup, Kent DA14 5HZ, United Kingdom.

Fax: +44 208 269 7840Email: [email protected]

Web: www.tunnelsonline.info

HOW TO CONTACT US

EDITORTristan Thomas BSc (Hons)Tel: +44 20 8269 7893 Fax: +44 20 8269 7840Email: [email protected]

DEPUTY EDITORAmanda FoleyTel: +44 20 8269 7789 Fax: +44 20 8269 7840Email: [email protected]

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DESIGNNatalie Kyne

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Subscription price (12 months) mailed anywhere inthe world: US$292 / £147 / 242 (UK only £99.00).Claims for missing subscribed copies can only beentertained within three months of publication.

HOW TO GET BACK ISSUESBack issues are available from: Optima WDIS Tel: +44845 155 1845 7511 Fax: +44 20 8606 7301Email: [email protected]

HOW TO GET REPRINTSThe contents of T&T is subject to copyright. However,if you would like to obtain copies of an article formarketing purposes high-quality reprints can besupplied to your specification. Please contact theadvertising team for full details of this service.

Tunnels & Tunnelling International is printed at BrogliaPress, Poole, Dorset, United Kingdom

BTS - EDITORIAL ADVISORY BOARDEditorial Advisory Board Chairman:Myles O’Reilly ME, PhD, CEng, FICECommittee: Keith Bowers MSc, PhD, CEng, FICE,MIMMM, FGS; David Court CEng, FICE; Tom KingCEng, FIMMM; Richard Lewis CEng, MICE; RogerMargerison BSc(Hons) CGeol FGS; Barry M NewMSc, PhD, CEng, MICE; Andrew Smith CEng, MICE;Ivor Thomas CEng, MICE; Nathan Wilmot MEng ACGICEng MICE MHKIE; Eddie Woods BSc, MICE, HKIE

EDITORIAL

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All rights reserved. No part of this publicationmay be reproduced or transmitted in any form orby any means, electronic or mechanical,including photocopying, recording or anyinformation storage or retrieval system, withoutthe express prior written consent of the publisher.

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POSTMASTER: send address corrections toTunnels & Tunnelling International c/o BTBMailflight Ltd, 365 Blair Rd, Avenel, NJ 07001.US agent: BTB Mailflight Ltd, 365 Blair Rd,Avenel, NJ 07001.

Tunnels & Tunnelling International andits Editorial Board accept no responsibilityfor the accuracy of statements or opiniongiven within the Magazine that is not theexpressly designated opinion of theMagazine or its Editorial Board. Thoseopinions expressed in areas other thaneditorial comment may not be taken asbeing the opinion of the Magazine or itsstaff, and the aforementioned accept noresponsibility or liability for actions thatarise therefrom.

IBCtun0109 26/1/09 11:26 Page IBC1

You choose the profile

We make it possibleThe right tunnel profile from start can save time and money.The Atlas Copco Tunnel Profiler, our new 3D-scanning system for Boomer rigs, is the ideal aid for enhanced producti-vity. Fully integrated with the drill rig system, it ensures continuous, rapid and high-precision measurement of the tunnel’s actual profile. In minutes, the operator can confirm whether it conforms to plan.The Atlas Copco Tunnel Profiler helps prevent costly over-/underbreak. Any adjustments to the drilling plan can be made early in the process. As early as the next drill round.

www.atlascopco.com/rock

OBCtun0109 26/1/09 11:27 Page OBC1

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