Login
Login
Register
Complete Your Profile
Change Password
Request a Password Reset
Download Documents
Download Documents
Get Help to Participate in This Tender
Change Password
For better security, update the account password.
The MALVIK MUNICIPALITY has issued a Tender notice for the procurement of a New Damtjønna for Malvik Municipality in the Norway. This Tender notice was published on 12 May 2026 and is scheduled to close on 03 Jun 2026, with an estimated Tender value of Refer Document. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 141127450, while the tender notice number is 2026-108590 and Registering on the platform.
Procurement Summary
Country: Norway
Summary: New Damtjønna for Malvik Municipality
Deadline: 03 Jun 2026
Posting Date: 12 May 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 141127450
Document Ref. No.: 2026-108590
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
Purchaser's Detail
Name: Login to see tender_details
Address: Login to see tender_details
Email: Login to see tender_detailsLogin to see details Tender Details New Damtjønna for Malvik municipality Briefly about the scope of the contract work Damtjønna is located in Malvik municipality, in Trøndelag county. The measure is located at the northern end of Damtjønna. The facility is located approx. 10 km as the crow flies south of Hommelvik centre. A new dam is to be built at Damtjønna. The dam is designed as a massive gravity dam in concrete, attached to the rock with rock bolts. The dam must be established with a flood overflow and draining device. The cart road into the construction area will be upgraded to handle the transport of construction machinery. Before crossing of the Venna River, a permanent crossing designed as Irish Crossing will be established. The massive concrete dam will have an assumed length of approx. 20 m and a maximum height of 3.5 m. The dam will be vertical on the upstream side, and slope on the windward side 1:0.5 (v:h). The width i the dam crown is 2.0m. The dam must have a 2.0 m long flood spillway, with an overflow crown of HRV = 347.0. The dam crown for the dam is placed 0.2 m higher than the HRV. The dam is bolted to the rock with rock bolts Ø32 mm and c/c 1000 mm. The bolts are driven 4.5 m into the mountain. The dam is being built a few times meters downstream of the existing dam. The existing dam consists of a 25-30 cm thick concrete slab with a reinforcing fill on the downstream side of the slab. The existing pond acts as a catch pond during the works. The uppermost approx. 1.0 m of the existing dam and embankment must be demolished and removed after the new dam has been built. The work can be briefly divided into the following main activities: Establishment of a road to the damEstablishment of a river crossing Irish CrossingCleaning of the dam foundationDrilling and fa... Documents
Procurement Documents for Norway
Access a comprehensive library of standard procurement documents specific to Norway. Here, you'll find all the essential forms, guidelines, and templates required for tender applications and submissions in Norway
Want To Bid in This Tender?
Get Local Agent Support in Norway and 60 More Countries.
View Tenders By
Sign in with Google