GTR 110000605
Tenders Are Invited For Various Surface Works – Rdw In Biała Podlaska: Renovation Of Provincial Road No. 813 On The Section From Km 17+282 To Km 20+782, 3,500 Km Long
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
110000605
Tendering Authority
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Tender No
156963-2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Various Surface Works – Rdw In Biała Podlaska: Renovation Of Provincial Road No. 813 On The Section From Km 17+282 To Km 20+782, 3,500 Km Long
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
14-04-2026
Closed
Work Detail
Various Surface Works – Rdw In Biała Podlaska: Renovation Of Provincial Road No. 813 On The Section From Km 17+282 To Km 20+782, 3,500 Km Long. The Subject Of The Order Are Construction Works Consisting Of: Renovation Of Provincial Road No. 813 On The Section From Km 17+282 To Km 20+782 With A Length Of 3,500 Km. The Scope Of Works Includes: 1) Measurement Works; 2) Dismantling Of The Surface Made Of Concrete Paving Stones, Edges And Curbs Together With The Concrete Footing, With Removal From The Construction Site And Disposal At The Contractors Expense; 3) Milling Of The Existing Asphalt Surface Along The Entire Length Of The Renovated Section; 4) Making Grooves For Curbs And Edges; 5) Setting Concrete Curbs Thick. 15-20 Cm On A Concrete Bench With Resistance; 6) Setting Of Thick Concrete Edges. 6-8Cm On A Concrete Bench With Resistance; 7) Leveling The Existing Foundation With A Concrete Mixture; 8) Construction Of The Surface With Concrete Paving Stones. 6-8 Cm; 9) Cleaning And Sprinkling Of Construction Layers; 10) Making A Leveling Layer Of Asphalt Concrete In The Amount Of 100 Kg/M2, (Diameter Thickness: 4 Cm); 11) Applying An Anti-Cracking Layer Of Glass Material On The Leveling Layer; 12) Execution Of A Binding Layer Of Mineral-Asphalt Mixtures - Gr. 6Cm; 13) Construction Of A Wearing Course Of Asphalt Concrete Thickness. 4 Cm; 14) River Bed Under The Hardened Roadside; 15) Construction Of The Lower Layer Of Roadsides, 1 M Wide, From Mechanically Stabilized Natural Aggregate With An Average Thickness After Compaction Of 12 Cm; 16) Construction Of The Upper Layer Of The Roadside Hardened With 15 Cm Thick Reclaimed Asphalt; 17) Construction Of A 0.5 M Wide Dirt Roadside Outside The Hardened Roadside And Slopes; 18) Moving U-1A Bollards And Road Signs; 19) Execution Of Thin-Layer Horizontal Markings.
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