GTR 116937977
Tenders Are Invited For Construction Of Fire Access Road No. 1 To The Water Intake Point In The Wykno Forest District In The Korpele Forest District
ICB — International Competitive Bid
Closes Aug 28, 2026
central europe
Tender Information
GTR Reference
116937977
Tendering Authority
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Tender No
SA.270.6.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of Fire Access Road No. 1 To The Water Intake Point In The Wykno Forest District In The Korpele Forest District
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
28-08-2026
Work Detail
3.1. The Subject Of The Order Is The Construction Of Fire Access Road No. 1 To The Water Intake Point In The Wykno Forest District In The Korpele Forest District, With A Length Of 1,800 Km. The Road Running Through Plot No. 3162/2, 367, 3156/1, District 0024 Stare Kiejkuty, Szczytno Commune; Plot No. 3155/2, 3154/2, District 0007 Jerutki, Świętajno Commune, Szczytno Poviat, Warmian-Masurian Voivodeship, Exclusively On Land Owned By The State Treasury - National Forest Holding State Forests Korpele Forest District. Construction Works Include, Among Others: A) Roadway And Shoulders At Km 0+000 - 1+800 - Collecting Topsoil, Profiling And Compacting The Subsoil, Laying A Base Made Of A Gravel-Crushed Mixture With A Fraction Of 0-63 Mm, Making A Surface Of Mechanically Stabilized Crushed Aggregate With A Fraction Of 0-31.5 Mm C50/30, Cross-Roof Slope 3%, One-Sided Shoulders 3%, - G1 Soil Base, - Grass Surface 0-31.5 Mm C50/30 Gr. 12 Cm, - Knsm Base 0-63 Mm Thick. 18 Cm.B) Exits, Passing Areas, Maneuvering Area And Parking Spaces At Km 0+000 - 1+800 - Collecting Topsoil, Channeling, Profiling And Compacting The Subsoil, Making A Drainage Layer, Laying The Sub-Base Of A Gravel-Crushed Mixture With A Fraction Of 0-63 Mm, Making A Surface Of Mechanically Stabilized Crushed Aggregate With A Fraction Of 0-31.5 Mm C50/30, Cross-Roof Road Slope 3%, One-Sided Shoulders 3%, Slope Of The Maneuvering Area And Parking Spaces In Line With The Topography Of The Adjacent Terrain And Ensuring Drainage Of Rainwater, - G1 Ground Base - Grass Surface 0-31.5 Mm C50/30 Gr. 12 Cm - Knsm Base 0-63 Mm Thick. 18 Cm - Sand/Gravel Drainage Layer With A Minimum Water Permeability Of 8 M/Day Thick. 20 Cm,
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