Public tenders for construction in Leknes Norway

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Construction of Pier 70 or 100 m and removing of the filling

Vestvågøy kommune | Published April 8, 2016  -  Deadline May 19, 2016

Construction of Pier 70 m or 100 and remote Inga bottom filling.

Office Flew Buksnes parish

Vestvågøy kirkelige fellesråd | Published December 5, 2016  -  Deadline January 20, 2017

Construction va new office wing adjacent to Buksnes parish Playful. One that works on existing parish

Framework agreement purchasing picnic toilets

Statens vegvesen Region nord | Published September 15, 2015
Momek PTN AS

Buyer wishes tenders for: Removable toilet construction for use in picnic areas with limited access to electricity, water and / or wastewater.

Framework agreement purchase of picnic toilets

Statens vegvesen Region nord | Published November 8, 2014  -  Deadline January 6, 2015

Client requests tenders for the supply of: Portable toilet construction for use in picnic areas with limited access to electricity, water and / or wastewater.

Asphalt worker Vestvågøy municipality 2017

Vestvågøy kommune | Published May 15, 2017  -  Deadline June 24, 2017

Construction and preparation of roads for asphalting, asphalting and rehabilitation of municipal areas and roads in Vestvågøy municipality.

Extension discharge line Borgvåg

Vestvågøy kommune | Published April 14, 2016  -  Deadline May 11, 2016

Extension of municipal discharge line - ca. 540 meters.

Dimension DN200. Construction Area located in seabed / ebb.

EV 6 Grind Ground Support structure

Statens vegvesen Region nord | Published November 16, 2015  -  Deadline December 11, 2015

Construction area is EV6 Hp40 approximately 1660 km on Grind Soil south of Narvik. In autumn 2014 collapsed sections of roadway out. EV6 is at this location held up by an old natural stone wall with a cast build The top. The molded apertures and parts of stone wall has collapsed and should be replaced by a support structure consisting of rørspunt (about 50 meters). In addition, roadway rebuilt complete with asphalt. Existing longitudinal støttekontruksjon in concrete must be removed. The finished rørspuntvegg structure should remain with natural stone. The project will be implemented drawing based. Main Quantities: Placement of masses of water: 700 m3 Casing in soil: 900 m Spunt- and avstivningssystemer; bjekestengsel (option): 250 m2, possibly. gunite (option): 160 m2 Longitudinal cushion in steel for bakforankring: 80 m concreting, concreting between sheet pile wall and anchoring: 60 m3 concreting in steel in sheet pile wall: 40 m3 Steel Profile for strengthening casing: 900 m Blending Stein: 300 m2
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