The consortium Spie Sud Est/Yvroud Europeenne des Fluides, Feyzin secured the EUR7.6 million contract for equipment maintenance in the Grand Lyon tunnels, the most important of which are Fourviere (1,850 m), Croix-Rousse (1,750 m), Brotteaux-Servient and Vivier-Merle (336 m). For more, contact Communaute Urbaine de Lyon, fax +33 478 957097, or visit http://marches.grandlyon.com. Visit http://ted.europa.eu/udl?request=Seek-Deliver&language=en&docid=058386-2010. 11/10...

Gähler und Partner AG of Ennetbaden have secured the EUR2.28 million contract for PM designer for safety refurbishment in 1.14 km-long Mosi tunnel on A4, near Brunnen. Contact OFROU, Zofingen, tel +41 6274575-11, fax -90, e-mail beschaffung.zofingen@astra.admin.ch. Visit http://ted.europa.eu/udl?request=Seek-Deliver&language=en&docid=062920-2010. 11/10...

IG BP2, c/o Bänziger Partner AG of Zurich, secured the EUR2.63 million contract from BAMO for 5.7 km-long N3 Kerenzer tunnel. Contact OFROU, Winterthour, tel +41 522344-711, fax -790, e-mail winterthur@astra.admin.ch. Visit http://ted.europa.eu/udl?request=Seek-Deliver&language=en&docid=062921-2010. 11/10..

Construction contract for Kuechelberg tunnel awarded to PAC SpA consortium, value EUR34,695,272 excluding VAT. More from PAC in Capo di Ponte, tel +39 0364331037, fax +39 036442303, e-mail info@pacspa.it and client APB in Bozen, tel +39 04714125-14, fax –39, e-mail gare-11.5@provincia.bz.it Visit http://ted.europa.eu/udl?request=Seek-Deliver&language=en&docid=071475-2010. 11/10...

Rete Ferroviaria Italiana SpA is inviting companies to prequalify for civil engineering work on railway tunnels in Italy. Further information and documents from Iacomino Raffaele at Gruppo Ferrovie dello Stato in Milan, tel +39 02637 148-19, fax –20, e-mail dns-qs@rfi.it to whom requests to participate should be sent. Visit

Pre-feasibility study being undertaken by ILF Consulting Engineers for construction of single track railway line along the Karakorum highway between the end of the existing railway network in the south at Havelian and the border between Pakistan and China near the famous Khunjrab Pass in the north.

Prequalification underway by MTR for tender reference no 703 for West Island Line SHW to SYP tunnels value EUR30 million with a view to selective invitations to tender being issued in 4Q/2008 for contract award in 3Q/2009. Expressions of interest to Malcolm O’Neill, tel 3921 3383, e-mail moneill@mtr.com.hk Visit www.mtr.com.hk/eng/tenders/new_projects.html 45/08.

Further technical details are available regarding the Lake Mead intake No. 3 shafts and tunnel project, recently awarded to Vegas Tunnel Constructors, a joint venture of Impregilo and S.A. Healy. The tunnel will primarily be excavated in late Tertiary sedimentary and volcanic bedrock. Of the 4,666 m-long intake tunnel, about 300 metres will be excavated in the Saddle Island Lower Plate (amphibolites, schist, and gneiss) and about 370 metres in the Saddle Island Upper Plate (schist, amphibolites, gneiss, pegmatite, dacite intrusives). The majority of the tunnel drive (about 3,540 metres) is located in the Muddy Creek formation (conglomerate, breccias, sandstone, siltstone and gypsiferous mudstone). As the TBM approaches the intake riser, it will pass through about 370 metres of red sandstone, and the final 90 metres will be in the Callville Mesa basalt.
Except for an erection chamber and starter tunnel that will be excavated by drill and blast, the tunnel will be excavated by a Herrenknecht convertible hybrid tunnel boring machine. The TBM, in open mode, will evacuate the spoils by screw conveyor feeding a continuous tunnel conveyor. The continuous tunnel conveyor will feed two muck skips that are hoisted up the intake access shaft and then moved to a stockpile on site. In closed mode, the screw conveyor is retracted from the cutterhead and the TBM functions in fully slurry mixshield mode, utilizing a separation plant. The tunnel will be supported by a precast, bolted, gasketed tunnel lining with five plus a key segments. Inside diameter will be 6.1 m, and the segment ring will be 1.83 m long. Visit www.herrenknecht.com
Other underground structures include the 180 m-deep intake access shaft with cast-in-place concrete liner with inside diameter of 9 m, excavated by drill and blast. A stub tunnel approximately 26 m long will be excavated by drill and blast at depth of about 110 metres to provide a connection to the future pump station. At the bottom of the shaft will be a large TBM erection chamber, starter tunnel, and tail tunnel that will provide the Southern Nevada Water Authority (SNWA) with an option for a future tie-in and water transmission. The intake riser will be constructed in Lake Mead at a depth of 90-107 m below the lake surface. Lake-bottom excavation will be by underwater drilling and blasting. The intake riser will be constructed by sunken tube technology and will provide a docking station for the TBM.
The construction manager is Parsons Water and Infrastructure. SNWA’s design engineer is MW/Hill, a joint venture of Montgomery Watson and CH2M Hill. The contractor’s design engineer is Arup USA, with Brierley Associates. Visit www.snwa.com, www.parsons.com/about/bus_unit/gbu/water, www.mwhglobal.com, www.ch2m.com, www.arup.com and www.brierleyassociates.com 15/08.