1. The Subject Of The Order Is The Reconstruction Of A Municipal Road On The Section From uk w To lepuch w.2. In Its Existing Condition, The Municipal Road Has A Surface Of Stone Pavement, Partially Wedged With A Layer Of Aggregate. The Width Of The Road Is Unregulated. There Is No Separate Road Along The Road. There Are Longitudinal And Transverse Unevenness. 3. A Municipal Road Located Outside The Development Area, Technical Class D - Access Road, And Design Speed Vp = 30 Km/H. The Total Length Of The Reconstructed Municipal Road Is Approximately 1,073 M. The Municipal Road Was Designed As A Single-Lane, Two-Way Road With A Bituminous Surface And A Road Width Of 4.5 M, Taking Into Account The Required Road Widening On Horizontal Curves.4. The Slope Surface Is Made Of Asphalt Concrete. Along The Road, Dirt Shoulders Improved With Aggregate, Mechanically Stabilized, 10 Cm Thick And 0.75 M Wide Were Designed. The Unreinforced Surfaces Of The Road Should Be Tidied Up, Then Covered With Topsoil To A Depth Of 10 Cm And Sown With Grass.5. Rainwater From The Hardened Surfaces Of The Road Will Be Drained Surface By Giving The Designed Surfaces Appropriate Transverse And Longitudinal Slopes Towards The Existing And Planned Ditches. Partly The Water Will Be Managed In The Adjacent Area In The Road.6. The Road Section Was Designed Assuming The Following Technical Parameters: Road Technical Class: D Traffic Category: Kr2 Design Speed Vp: 30 Km/H Cross-Section: 1X2 Lane Width: 2.25 M Road Width: 4.50 M Roadside Width: 0.75 M7. Road Surface Structure In Place Of The Existing Surface Wearing Course Made Of Ac11s 50/70 Asphalt Concrete, Thickness 4 Cm, Binding Layer Made Of Ac16w 50/70 Asphalt Concrete, 5 Cm Thick, Basic Subgrade K sm 0/31.5 Mm, Thickness. 15 Cm, Existing Road Structure (Stone Pavement/Field Stone Partially Wedged With A Layer Of Aggregate).8. Road Surface Structure At The Construction Site Wearing Course Made Of Asphalt Concrete Ac11s 50/70, Thickness 4 Cm, Binding Layer Made Of Asphalt Concrete Ac16w 50/70, Thickness 5 Cm, Basic Subgrade K sm 0/31.5 Mm, Thickness. 15 Cm, Frost Protection Layer Made Of A C1.5/2.0 Gr Mixture. 20 Cm, Existing Subsoil.9. Construction Of The Exit Surface Wearing Course Made Of Asphalt Concrete Ac11s 50/70, Thickness 4 Cm, Basic Subgrade K sm 0/31.5 Mm, Thickness. 20 Cm, Existing Subsoil.10. Construction Of The Inrun Strip Surface Field Stone, Average Thickness 15 Cm, Substructure Made Of C12/15 Concrete, 15 Cm Thick, Frost Protection Layer Made Of A C1.5/2.0 Mixture, 10 Cm Thick, Existing Subsoil,11. The Order Will Be Carried Out Under Archaeological Supervision, I.E. Archaeological Research Will Be Carried Out - In Accordance With The Permission Obtained From The Provincial Office For The Protection Of Monuments In Pozna . Archaeological Services Will Be Provided By The Ordering Party.12. The Contractor, In Addition To Performing The Above-Mentioned Works Is Obliged To Make An Information Board With Dimensions Of 180Cm X 120Cm, Installation On A Steel Post In A Concrete Footing. The Board Should Comply With The Template Available On The Website At: Https://Www.Gov.Pl/Web/Premier/Dzialania-Informacyjne. Place Of Installation Of The Board: ukowo - lepuchowo Municipal Road. 13. A Detailed Description Of The Subject Of The Order Was Included In The Design Documentation And Technical Specifications For The Execution And Acceptance Of Construction Works.
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
