Tenders Are Invited For Renovation Of Municipal Road No. 330320W Drązno - Górki in Poland

Work Detail

The Existing Road Surface Is Planned To Be Profiled By Cold Milling, Reinforced With A Leveling Layer Of Ac11w Asphalt Concrete In The Amount Of 125 Kg/M2 And A Wearing Course Of Ac8s Asphalt Concrete Should Be Laid With A Layer Thickness Of 3 Cm After Compaction. The Roadsides Should Be Profiled And Filled With Crushed Aggregate 0/31.5 Thick, Up To 10 Cm Thick, Compacted. The Width Of The Roadsides Is 0.75 M. The Culvert Along The Road At Km 1+010 Should Be Cleaned And The Existing Markings Should Be Supplemented And Illegible Markings Replaced. All Materials Used Will Meet The Requirements Of Polish Standards And Have Appropriate Certificates. There Is No Need To Reconstruct The Existing Underground Infrastructure. 1. Roadway Wearing Layer Made Of Ac8s Asphalt Concrete. 3 Cm; Leveling Layer Of Ac11w Asphalt Concrete In The Amount Of 125 Kg/M2; Existing Surface Profiled By Cold Milling.2. Roadsidesurface Made Of Crushed Aggregate 0/31.5 Gr. 7 Cm.3. Road Drainageno Changes. The Area Adjacent To The Road Should Be Profiled, Supplemented And Sown With Grass.4. Traffic Organizationthe Traffic Organization Will Be Supplemented By: Placing Signs A-5, A-30 With The T-0 Plate End Of The Paved Road.5. Road Parameters After Renovation Road Class - Ddesign Speed - 30 Km/H Traffic Category - Kr1 Length Of The Dg Section - 1,043 M Road Width - 4.5 M Width Of Roadsides - 0.75 M Permissible Vehicle Axle Load - 115 Kn/Axle.

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