Nachdem das Ende Los Kunstbauten May abgeschlossen wird, beinhaltet diese Ausschreibung den eigentlichen Trassebau ab Losgrenze im Westen bis zur bereits erstellten Ein- / Ausfahrtsstraße in der Wereya und zu den beiden Tunnels Visp.Im Bereich der Wannen Unterführungen und ist die Betonsohle bereit für den Einbau der Sickerschicht, Rhoneschotter und der Fundationsschicht. Diese sind nicht somit Bestandteil der Ausschreibung.
Die Leistungen ausgeschriebenen können in die folgenden Objekte gegliedert werden:
Autobahn und Anschlussstraßen:
- Fundationsschichten und Beläge,
- Entwässerungen (Schlitzrinnen, Leitungen, Schachte)
- Rohranlagen Betriebs- und für die ...
Following completion of the batch of structures at the end of May, this tender includes the construction of the superstructure A9 from just outside the west side to the area and entrance ramps / output Wereya already carried to the area and towards the two tunnel tubes of Visp.In hoppers and underpasses, the surface of the concrete slab is ready for the implementation of the drainage layer of fill material from the Rhone Valley and the foundation layer. Therefore, they are not part of this tender.
Subdivision objects for work-in bid to ...
The KW Gere lot 2 includes the construction of a tunnel L 2538m with a slope of 9.5 percent between Oberwald in the direction of Geretal. In Oberwald, an incision is made for tunneling and construction of the portal through lot 2. Lot 2 is also responsible for the landfill site in Oberwald. The entrepreneur of the lot 2 organizes the installation in the landfill of the entire eruption, including all excavation of the pre-cut and graeben in the area portal and the headquarters of Oberwald, Lot 1. The entrepreneur of the lot 2 is additionally the delivery and installation of the pressure line dm 100 cm And dm 120 cm from Central Oberwald and Portal Gere including laying in a ditch L 150 m. In Gere, a counter-drift is made in loose rock. This work is carried out in the summer between June and October 2018 and 2019. The village of Gere is difficult to access with a forest road, width 2.50 m. Transports with the heli are provided. The work of Lot 2 and Lot 1 will take place simultaneously.
The KW Gere Los 2 includes the construction of a tunnel L 2 538 m with a slope of 9.5 percent between Oberwald in the direction of Geretal. In Oberwald, an incision is made for tunneling and construction of the portal through lot 2. Lot 2 is also responsible for the landfill site in Oberwald. The entrepreneur of the lot 2 organizes the installation in the landfill of the entire eruption, including all the excavation of the pre-cut and graeben in the portal and the head office Oberwald, lot 1. The entrepreneur of the lot 2 is additionally the delivery and installation of the pressure line dm 100 cm And dm 120 cm from Central Oberwald and Portal Gere including laying in a ditch L 150 m. In Gere, a counter-drift is made in loose rock. This work is carried out in the summer between June and October 2018 and 2019. The village of Gere is difficult to access with a forest road, width 2.50 m. Transports with the heli are provided. The work of Lot 2 and Lot 1 will take place simultaneously.
When advertised job is Baumeisterarbeiten in connection with the proposed bridge repair of Walnut viaduct. The entrance to the viaduct is about existing access road, and a construction road already created possible.
Train operation is not set during the entire construction period, except for a 4-week road closures for installation of new roadway trough. The costs associated with the current rail operations and night work difficulties (installations, waiting times, overhead lines under power, etc.) are, unless otherwise stated, be included in unit prices.
Work during the transport operation must be performed always under the supervision of a security guard. MGBahn establishes a Zugswarnanlage which is the contractor throughout the construction period and will be operated by this.
Electricity and hot water are if not specifically mentioned does not exist and by the company to independently ...
MGBahn intends a new crossing point in difficulty ern km 26,700 - 27,019 km to create a total length of 319 m. The usable length of the intersection is approximately 186 m. The construction of the intersection of the existing railway track will be renewed on the section. The renovation includes the total reconstruction of the roadway with Gleisober- and substructure, which expand and adapt the catenary system and the extension of the cable system with the creation of a new interlocking technology cabin.
The task of the architect includes any work up to and including the Vorschotterung incl. The demolition of the existing tracks (rails and sleepers) in the perimeter portion.
The work must be coordinated with the other departments (catenary and interlocking systems, traction power).
Construction of the line will be executed by a specialized track construction company.
The work of the architect must be coordinated through this with the work programs of the other performers. ...
Les travaux du présent marché de construction s'étendent à la construction du Tronçon autoroutier A9 entre les km 136 "100 et 137 km" 560 à l'intérieur de la localité de Rarogne.
Les éléments de construction suivants font partie du integrant lot de construction L06008:
- Tranchée couverte de Rarogne (trémie ouest, tunnel et trémie est) y compris une conclusion de fouille de fondation
- Centrale de tunnel est et ouest, centrale de pompage y compris création de l'accès
- Culée de pont de la sortie d'autoroute comme partie de l'aménagement du pont sur le Rhône de Niedergesteln
- Mur de soutènement le long de la butte de protection contre les nuisances sonores entre km 137 560 et environ km 137 650
- Ponceau sur le canal de Nord pour the Basperstrasse
- Déviation provisoire du canal de Nord et remise en état.
Excavating 4 570 m
Backfill 7 100m
Nail wall: 670 m
Drilled concrete: 290 m1;
Situ concrete 1 470 m
Formwork: 3 250 m
Reinforcement: 310 to;
Prestressing cable: 340 m1;
Surface: 470 to;
Sealing: 870 m
Facades / Scaffolding 300 m
Falsework: for bridge length 270 m, max. Height 74.4 m
Caster scaffolding: for consoles 550 m
Raceways (3 levels): 270 m
Nail walls shotcrete 1 600m
Tension free armature (300 pcs.): 2 000m
Wrap anchor (6 pcs.): 90 m
Holes for drainage: 650 m
Epoxy resin sealing: 2 650 m
Waterproofing PBD: 2 650 m
Excavation, removal loose material: 3 200 m
Rock Excavation 4 900 m
Hedge fuses: 750 m
Riprap, Justify: 700 t
Up / backfills 4 300m
Foundation layers: 800 m
Rolled asphalt: 200 t
Mastic asphalt: 620 t
Street Drainage: 400 m
Formwork: 9700 m
Reinforcements: 690 t
Situ 4 300m
Prestressing cable (2 750 m): 83 t.