GTR 114306537

Tenders Are Invited For Strengthening The Bituminous Surface Of District Road No. 2536G Dk No. 25 - Dobojewo

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
114306537
Tendering Authority
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Tender No
ZP.272.25.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Strengthening The Bituminous Surface Of District Road No. 2536G Dk No. 25 - Dobojewo
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
25-06-2026 Closed
Work Detail
The Subject Of The Order Is To Strengthen The Existing Bituminous Surface Of The District Category Road No. 2536G, Located In The Człuchów Commune, Człuchów District, Pomeranian Voivodeship. The Scope Of Works Includes The Road Section From The Intersection With The National Category Road Dk25, I.E. From Km 0+031 To Km 1+353 In The Town Of Dobojewo. As Part Of The Investment, It Is Planned To Carry Out Works Aimed At Improving The Technical Condition Of The Existing Road Surface, Increasing The Load-Bearing Capacity Of The Road Surface Structure And Improving The Safety And Comfort Of Road Traffic. The Existing Surface Shows Local Unevenness, Deformation And Wear Of The Wearing Course Resulting From Many Years Of Use And The Impact Of Vehicle Traffic And Atmospheric Factors. Due To The Above, It Is Planned To Strengthen The Surface By Laying An Additional Binding And Leveling Layer And A Wearing Course Made Of The Ac8s Mineral-Asphalt Mixture With A Thickness Of 3 Cm, Which Will Ensure Appropriate Roughness, Tightness And Improvement Of The Operational Properties Of The Road. The Designed Binding And Leveling Layer Of Ac11w Is Intended To Level The Existing Longitudinal And Transverse Unevenness And Ensure Proper Transfer Of Loads Between The Structural Layers Of The Surface. Local Leveling Of The Existing Surface With A Mixture Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm Is Planned In Places Of The Largest Deformations And Depressions Of The Surface, In Order To Obtain The Appropriate Road Profile And Appropriate Slopes Enabling Effective Drainage Of The Road Lane. The Scope Of Works Also Includes Widening The Road Within The Existing Exits With A Bituminous Surface Made Of Wearing Mass On A Base Made Of A Mixture Of Crushed Aggregate 0/31.5 Mm, Which Will Improve Communication Accessibility Of Adjacent Properties And Ensure Durability And Aesthetics Of The Connection With The Main Road. The Task Also Includes Filling The Roadsides With Crushed Aggregate 0/31.5 Mm, Which Will Improve The Stability Of The Road Edge, Traffic Safety And Proper Drainage Of Rainwater From The Road Structure. A Detailed Description Of The Subject Of The Order Is Specified In The Design Documentation, Constituting Annex No. 8 To The Swz, Which Includes: Construction Design, Bill Of Quantities And Technical Specifications For The Execution And Acceptance Of Construction Works (Stwiorb).
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