Tenders Are Invited For Rv.52 Tuv -Venås And Storeskar - Galdane

Tender Detail

101443211
2025-112643
Self-Funded
Tenders Are Invited For Rv.52 Tuv -Venås And Storeskar - Galdane
NCB
Northern Europe
08-10-2025

Work Detail

rv.52 Tuv -Venås And Storeskar - Galdane . Description. 52 Is The Mountain Crossing Between Eastern Norway And Western Norway With The Highest Proportion Of Heavy Transport. The Purpose Of All The Measures On Rv. 52 Is To Improve Accessibility, Traffic Safety And Operating Conditions, Especially In Winter. Tuv-Venås: On The Stretch Between Tuv And Venås, Todays Road Has A Steep Climb Of 8.2-9.1 % In The Støyta Slope. This Means That Heavy Vehicles Get Fixed In Winter, Which In Turn Results In Back Blocking, Reduced Accessibility And Traffic -Hazardous Situations. Todays Chain Space Is Under -Dimensioned And Not Built According To Todays Requirements. On The Stretch There Are No Offers For Soft Road Users. The National Highway Should Therefore Be Improved To An H1 Road, With A Special Focus On Better Vertical Curvature, A Parallel Walk And Bicycle Path Shall Be Established, And The Chain Space Shall Be Moved And Built According To Requirements In The Applicable Manuals. The Speed Limit Is Set At 60 Km/H Up To Venås Bridge. Masonry And Viewing Screen Must Be Built. New Culverts Will Be Established Through Rv. 52, As Well As Old Culverts To Be Removed. Todays Storeskar Bridge Has Registered Damage And Is After The New Skjøiten Bridge Was Built, The Weakest Point On Rv. 52. Bruas Adjacent Road Today Has A Tight S-Curve That Does Not Meet The Current Normal Requirements. The New Storeskar Bridge Is Part Of The Contract Work And Adjacent Road Geometry Will Be Improved To H1 Standard. Speed ​​Limit Is Set At 80 Km/H. As Part Of Its Design, The Norwegian Public Roads Administration Has Carried Out A Detailed Design Of The Bridge And Has Carried Out Technical Approval Of It. Detailed Design And Technical Approval Are Made Available To The Contractor In Chapter F, And Can Be Used By The Provider. For Such Use, The Provider Makes The Material Its Own, And Is Responsible For Further Use Of This. There Are High Rock Cuts In The Project That Will Be Blasted And Securing Rocks Will Be Carried Out. Blasting Work Has Previously Been Carried Out In The Rock Cuts, And The Remaining Undetected Explosives Must Be Expected. Old Storeskar Bridge Is Demolished And Removed After The New Storeskar Bridge Is Traffic.

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