GTR 118203019
Tenders Are Invited For Renovation Of Municipal Road No. 111022D, Ul. Leśna In Stróża (Damaged After The Flood In September 2024)
ICB — International Competitive Bid
Closes Oct 01, 2026
central europe
Tender Information
GTR Reference
118203019
Tendering Authority
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Tender No
IZP.271.43.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Renovation Of Municipal Road No. 111022D, Ul. Leśna In Stróża (Damaged After The Flood In September 2024)
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
01-10-2026
Work Detail
The Subject Of The Order Is The Renovation Of Municipal Road No. 111022D At Ul. Leśna In The Town Of Stróża (Damaged After The Flood In September 2024). Location: Mietków Commune, Town Of Stróża - Plot No. 244 (Stróża District). Cpv Codes: 45233140-2 (Road Works), 45100000-8, 45220000-5, 45233000-9, 45233220-7. Existing Condition: The Public Road In Question (No. 111022D) Is Located In The Town Of Stróża, Lower Silesian Voivodeship, Wrocław County, Mietków Commune. It Has A Road With A Bituminous Surface, 3.50 To 4.00 M Wide, Which Was Destroyed By Flood In September. 2024. There Are Agricultural Fields And Farm Buildings Along The Road. Design Speed: 30 Km/H. Section Length: ~706.10 M Roadway: 3.50–4.00 M |. Road Area: ~2683.18 M².• Slopes: Transverse Double-Sided Roadways (Roofed) 2%; Shoulders 4–6%.• Scope Of Work: - Milling Of Existing Bituminous Layers And Cutting Of Roadsides. - Reinforcement Of The Substructure And New Bituminous Layers Of The Road. 0.50 M, Aggregate 0/31.5 Mm, 15 Cm Thick) And Entrances To The Property. - Preparatory, Demolition, Surveying And Cleaning Works. 5. Surface Structure: 1. Acs Asphalt Concrete Wearing Course (4 Cm Thick). 2. Leveling Layer Of Acw Concrete (5 Cm Thick). Foundation With Crushed Stone 0/31.5 Mm (Thickness: 20 Cm). 4. Reinforcement Of The Existing Foundation With Cement-Stabilized Aggregate (Thickness: 30 Cm; Load Capacity Under The Aggregate: Min. 100 Mpa, Compaction Index $I_S \Ge 1.00$).• Ramps: Crushed Aggregate 0/31.5 Mm (Thickness: 10 Cm) + Mechanically Stabilized Natural Aggregate (10 Cm Thick). Rounding With Arches $R = 3.0\Text{ M}$.
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