Public tenders for landscape-design in Norway

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Contractor services — foundation works with stand-by arrangement.

Bergen Vann KF | Published March 10, 2015  -  Deadline April 8, 2015
cpvs
45000000

Bergen Vann wishes to enter into a framework agreement with one tenderer regarding foundation works and landscape design in connection with repairs of water and sewage pipe system. The work comprises excavation of a building pit for repairs and restoration of a building pit subsequent to the repairs. The works is a part of the stand-by system for water supply in Bergen kommune and requirements are made in relation to the deadline for mobilisation with call-off.

Construction work

Statens vegvesen Region sør | Published November 30, 2017  -  Deadline February 6, 2018
cpvs
45000000, 45111100

Contract EK3 Farriseidet comprises the development of local roads, ramps, public transport terminal, landscape design, constructions and technical infrastructure at Farriseidet. Pitching shall be carried out in the river course for the Farris river, excavating a new shoreline in Farris, as well as geotechnical work with piling and filling in spits. Work on demolishing existing constructions, the old E18 and existing local roads and ramps is also included in the contract. The existing high voltage line that goes through the planning area shall be altered by the network owner in summer and autumn 2018. Contract EK3 includes work on foundations for new mast locations. The contract also includes the construction/alteration of water pipelines as well as the removal of temporary water pipelines.

Main work:

— Demolition of 10 existing constructions/bridges in Farriseidet, of which 3 are over the existing railway track,

— Demolition of 1 petrol station / Larvik vulk,

— Demolition/cutting of sheet piling from a previous contract,

— Ground work for altering a high voltage line, 5 mast points,

— Construction of 4 local road bridges,

— Construction of 1 supporting wall cast on site,

— Construction of 6 natural stone walls,

— Pitching a river course,

— Geotechnical measures, pipe walls and light fillings,

Landscape design,

— Planting work,

— Construction of 2 roundabouts,

— Construction of new local roads and permanent ramps to/from the E18,

— Construction of a stream culvert,

— Alteration of municipal water and sewage installations, including 500 VL,

— Construction of a permanent OV system from the settling basin in Bøkeskogen, 800 OV,

— Lighting installations and pipe conduits for electrical installations,

— Construction of a public transport terminal with the accompanying parking areas,

— Construction of foot and cycle paths,

— Noise reduction screens,

— Signage and SRO.

Construction and plant engineering works, submerged weir/turbidity barrier 2 in Kvam

Norges Vassdrags- og Energidirektorat (NVE) (the Norwegian water resources and energy directorate) | Published April 6, 2016
Winner
AF Gruppen Norge AS
cpvs
45246000, 45111200, 45111210, 45111211, 45111212, 45111213, 45112000, 45112100, 45112200, 45112400, 45112500, 45112600, 45223000, 45223500, 45246100, 45246200, 45246400, 45246410, 45247000, 45247200, 45247210, 45247211, 45247212, 45247220, 45247240, 45252121, 45262210, 45262300

The contract includes foundation and concrete works in connection with the construction of a submerged weir/turbidity barrier 2. The submerged weir/turbidity barrier is to be located in the river course to Veikleåa, upstream the centre of Kvam in Nord-Fron municipality.

The submerged weir has a length of approx. 60 m in the part of the dam that is above the highest water level, with a slack downstream slope and a total bottom width of approx. 150 m. The submerged weir shall be constructed with a support filling made of mixed blasted rocks and shall be plastered with large rocks towards the left side, the submerged weir shall be completed with a high retaining wall made of concrete cast on site. A channel shall be blasted along the left bank. At the inlet of the channel, a gravity dam made of concrete cast on site shall be constructed. The submerged weir/turbidity barrier is classified in consequence class 3 in accordance with the Norwegian Water Resources and Energy Directorate's regulations regarding safety for hydrometric facilities (the Dam Safety Regulations).

The tenderer shall have central certification in accordance with the Planning and Building Act for execution in enterprise class 3, for the certification areas; Paramount liability on execution, Foundation works and landscape design, as well as for Structures cast on site.

A tender inspection with be held at the dam site 17.6.2015 (11:00). Meet at the Turbidity Barrier 1.

Construction and plant engineering works, submerged weir/turbidity barrier 2 in Kvam.

Norges Vassdrags- og Energidirektorat (NVE) (the Norwegian water resources and energy directorate) | Published June 16, 2015  -  Deadline July 24, 2015
cpvs
45246000, 45111200, 45111210, 45111211, 45111212, 45111213, 45112000, 45112100, 45112200, 45112400, 45112500, 45112600, 45223000, 45223500, 45246100, 45246200, 45246400, 45246410, 45247000, 45247200, 45247210, 45247211, 45247220, 45247240, 45252121

The contract includes foundation and concrete works in connection with the construction of a submerged weir/turbidity barrier 2. The submerged weir/turbidity barrier is to be located in the river course to Veikleåa, upstream the centre of Kvam in Nord-Fron municipality. The submerged weir has a length of approx. 60 m in the part of the dam that is above the highest water level, with a slack downstream slope and a total bottom width of approx. 150 m. The submerged weir shall be constructed with a support filling made of mixed blasted rocks and shall be plastered with large rocks Towards the left side, the submerged weir shall be completed with a high retaining wall made of concrete cast on site. A channel shall be blasted along the left bank. At the inlet of the channel, a gravity dam made of concrete cast on site shall be constructed. The submerged weir/turbidity barrier is classified in consequence class 3 in accordance with the Norwegian Water Resources and Energy Directorate’s regulations regarding safety for hydrometric facilities (the Dam Safety Regulations). The tenderer shall have central certification in accordance with the Planning and Building Act for execution in enterprise class 3, for the certification areas; Paramount liability on execution, Foundation works and landscape design, as well as for Structures cast on site. A tender inspection with be held at the dam site 17.6.2015 (11:00). Meet at the Turbidity Barrier 1. The Contracting Authority uses Mercell Sourcing Service. To express your interest and gain access to any documents, please click on the link below or copy and paste the link into your browser. [[http://permalink.mercell.com/51436088.aspx]]. Then follow the instructions on the website.

Veg to Defence area, Værnes

Asplan Viak AS | Published July 22, 2016  -  Deadline August 22, 2016
cpvs
45233120, 45232130, 45233100, 45233224, 45233320

The area lies between the airstrip and Stjørdalselva. It will be built about 900 meters road, with width of 7.5 meters.

The project also includes, inter alia, culvert for stormwater, road lighting and ducts for cables.

It will be necessary to demolish parts of a storage building and restoration of new gable wall. Demolition of a less concrete buildings will also be included.

The acquisition includes the disciplines:

- Measuring and alignment of measures

- Roads and earthworks

- Landscape Design

- Water and sewage systems

- Timber works and installation of wooden structures

Johan Nygårds gate, road and VA

Fylke: Oppland, Kommune: Sel | Published July 10, 2017
cpvs
45233000

Sel municipality will replace water and drainage pipes in Johan Nygårds gate to increase the quality and capacity of the pipeline. In addition, the municipality wishes to raise the standard of street and improve street expression by facilitating trade and well-being for soft road users. This involves adjusting the cross-section of the street from the two-lane roadway with longitudinal parking and narrow sidewalks, to a walking / cycling street with the car on site. Johan Nygårds gate is one of the most important trading streets in Otta city center, and leads the audience from Otta Gate to Storgata. The construction site is approximately 350 meters long and the cross section between facades is 14 meters wide. The plant also includes the rehabilitation of the VA plant on Martnasplassen, the parking area between Otta-tunet and Johan Nygårds gate. The contract includes the following subject areas: Water supply and drainage plants Road and land works Landscape design Electro
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