Tenders Are Invited For Implementation Of Tasks Co-Financed By The Government Road Development Fund

The Subject Of The Order Is The Renovation Of The Municipal Road No. 271102K Wysowa Near Kuziów At Km 0+820.00-1 +600 In The Town Of Wysowa-Zdrój, Uście Gorlickie Commune. Description Of The Existing Condition: The Municipal Road No. 271102K Wysowa Near Kuziów Starts At The Plot No. 503 In The Town Of Wysowa-Zdrój And Constitutes The Main Communication Corridor For A Housing Estate Located Across The Ropa River. The Road In Question Is Not Directly Connected To Another Road Of The Same Or Higher Category. Indirect Access To A Higher Category Public Road, I.E. District Road No. 1498K Ropa - Wysowa-Zdrój - Blechnarka - State Border (Road Plot No. 540) From The Municipal Road In Question Is Via An Internal Road Owned By The Uście Gorlickie Commune, Marked As Registered Plots No. 538, 523. The Road Planned For Renovation Has An Asphalt Surface With The Width Of The Road. 3.0M. The Section Undergoing Renovation Runs In The Area Of ​​Residential And Service Buildings (Restaurants, Accommodation Facilities). As A Result Of The Use Of The Road, I.E. Development Of The Housing Estate, Delivery Of Construction Materials, Works Performed In Connection With The Installation Of External Devices, I.E. Sanitary Sewage System, Electricity Network, Depressions And Cracks Appeared In The Surface, Which Negatively Affect The Safety Of Road Users. The Final Section Of The Road Was Destroyed Due To Lack Of Proper Drainage. Scope Of Work: The Planned Renovation Covered A Section Of The Municipal Road No. 271102K With A Length Of 780 M. As Part Of The Renovation, It Is Planned To Make A Profile Layer With An Average Thickness Of 0-2 Cm, And Then A Surface Made Of Mineral-Bituminous Mass, 3.0 M Wide And 9 Cm Thick (5 Cm + 4 Cm), Along With 0.5 M Wide Roadsides On Both Sides, Made Of Crushed Aggregate Of Thickness. 8 Cm, Which Will Be Protected By Twice Sprinkling With Asphalt Emulsion And Grits. Earthworks And Reinforcement Of The Foundation With Crushed Aggregate Are Planned In The Final Part Of The Renovated Section, 130 M Long. Vertical Correction Of The Existing Manholes Of The Water And Sewage Network Is Also Planned. In The Amount Of 2 Pieces, Profiling The Surface Within The Existing Exits And Cleaning The Ditch From Silt Along The Entire Length Of The Renovated Section. As A Result Of The Works, The Technical Parameters Of The Road Will Not Change, The Width Of The Road, Shoulders And Longitudinal Slope Will Be Maintained. A Detailed Description Of The Subject Of The Order Is Included In The Technical Documentation.