Tenders Are Invited For Restoration Of The U Stančíků Road In The Village Of Poličná in Czech Republic

Work Detail

This Is The Replacement Of The Existing Surface Of The Local Road. The Route, Width And Level Of The Road Remain Identical To The Original Condition. The Total Length Of The Reconstructed Section Is 350 M. It Is An Existing Road In Part Of The Wider Intravillage Of The Municipality Of Poličná, Making The Development Of Permanent Housing Buildings Accessible. The Width Of The Paved Area Of ​​The Road Is 3.0 M And Is Equal To A Lane Without Shoulders. The Surface Of The Lane Will Be Asphalt Concrete.The One-Sided Transverse Slope Of The Plain And The Road Will Be At Least 3%. The Existing Surface Of The Road, Made Of Penetrating Macadam And Crushed Gravel, Is Significantly Disturbed Along Its Entire Length. The Full-Scale Degradation Of The Road Surface Is Visible, Which Is Cracked, Crumbled With A Large Amount Of Loose Aggregate And With A Number Of Potholes And Locally Extruded Tracks. On Parts Of The Road There Is Alluvial Soil From The Surrounding Fields. As A Result Of The Missing Asphalt Binder, It Further Degrades And Aggregates Are Washed Away.The Noticeable Erosive Effect Of Water On The Body Of The Road Is Supported By The Non-Functional Drainage Of The Road. Communication Drainage Can Be Considered Non-Functional. The Longitudinal Ditch Is Clogged With Alluvial Soil, In Some Places It Is No Longer Visible. Transverse Drainage Is Non-Functional Due To The Deformation Of The Road, The Downpipes Are Deformed Or Completely Missing.During The Reconstruction, In Km 0.000 To Km 0.240, The Deposit On The Shoulders Will Be Removed In Thickness 100 Mm And Subsequently To Remove The Existing Deformed Surface Of The Road Up To A Depth Of 150 Mm, Then A Layer Of Aggregate Reinforced With Cement Will Be Made In Thickness 150Mm. A New Cover Of The Road Will Be Made Of Asphalt Concrete From A Layer Of Acp16+ Thick On The Base Prepared In This Way. 50 Mm And From Layer Aco11+ Thick. 50Mm. During The Reconstruction, In Km 0.240 To Km 0.350, The Deposit On The Shoulders Will Be Removed In Thickness. 100Mm And Subsequently To Remove The Existing Deformed Surface Of The Road Up To A Depth Of 100Mm. A New Cover Of The Road Will Be Made Of Asphalt Concrete From A Layer Of Acp16+ Thick On The Base Prepared In This Way. 50 Mm And From Layer Aco11+ Thick. 50Mm. The Drainage Of The Road Will Be Solved With Respect To Local Conditions. The Longitudinal Ditch Will Be Restored With A Total Length Of 240 M. The Drainage Of The Road Will Also Be Solved By Lateral Drainage. There Will Be 5 Pcs Of Steel Risers Dl. 5.0 M. Traps Will Be Installed In The Most Suitable Places After The Construction Of The Road Body, Their Exact Position Will Be Specified During The Implementation Of The Reconstruction.For More Information, See The Call And Other Tender Attachments.

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