Tenders Are Invited For Modernization Of Municipal Roads In The Lipowa Commune.

1. The Subject Of The Order Is: Modernization Of Municipal Roads In The Lipowa Commune.2. Location: 2.1 Ul. Neonowa In Twardorzeczka;2.2 Ul. Wilgi In The Town Of Słotwina2.3 Ul. Wesoła In The Town Of Lipowa2.4 Ul. Cytrynowa In Lipowa2.5 Ul. Konwalii In The Town Of Lipowa2.6 Ul. Zimowa In The Town Of Lipowalipowa Commune, Żywiec Poviat3. Scope Of The Construction Project: A) Renovation Of Ul. Neonowa In Twardorzeczka The Renovation Of The Road Surface Will Be Carried Out By Replacing The Wearing Course And Leveling Layer And Supplementing The Sub-Base And Roadsides, As Well As Reconstructing The Surface Of The Existing Entrances To The Property; Parameters Of The Planned Road Renovation: - Section Length - 155.0 M - Road Width - 3.0 - 3.50 M Designed Road Surface Structure: - Asphalt Concrete Wearing Course 0/11 Mm Thick, Dia. Approx. 4.0 Cm - Binding Layer Of Asphalt Concrete 0/16 Mm With A Diameter Of Approx. 5.0 Cm - Complementing And Profiling The Existing Road Surface Sides: Shoulder Made Of Reclaimed Or Broken Aggregate 0/31.5 Mm Mechanically Stabilized With Surface Consolidation And Pouring With 2-8 Mm Grit - 8 Cm B) Renovation Of Ul. Wilgi In M. Słotwina: The Subject Renovation Of The Road Surface Will Be Carried Out By Replacing The Wearing Course And Leveling And Supplementing The Foundation And Roadsides, As Well As Restoring The Surface Of The Existing Entrances To The Property; Parameters Of The Planned Road Renovation: - Section Length - 240.0 M - Road Width - 3.00 M Designed Road Surface Structure: - Asphalt Concrete Wearing Course 0/11 Mm Thick, Dia. Approx. 4.0 Cm - Binding Layer Of Asphalt Concrete 0/16 Mm With A Diameter Of Approx. 5.0 Cm - Complementing And Profiling The Existing Road Surface. Sides: Shoulder Made Of Reclaimed Or Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, With Surface Consolidation And Pouring With 2-8 Mm Grit - 8 Cmc) Renovation Of Ul. Wesoła In M. Lipowa: The Subject Renovation Of The Road Surface Will Be Carried Out By Replacing The Wearing And Leveling Layer And Supplementing The Foundation And Roadsides, As Well As Restoring The Surface Of Existing Entrances To The Property; Parameters Of The Planned Road Renovation: - Section Length - 200.0 M - Road Width - 3.00 M (2.75 M In The Final Section) Designed Road Surface Structure: - Asphalt Concrete Wearing Course 0/11 Mm Thick, Dia. Approx. 4.0 Cm - Binding Layer Of Asphalt Concrete 0/16 Mm With A Diameter Of Approx. 5.0 Cm - Complementing And Profiling The Existing Road Surface Sides: Shoulder Made Of Reclaimed Or Crushed Aggregate 0/31.5 Mm Mechanically Stabilized With Surface Consolidation And Pouring With 2-8 Mm Grit - 8 Cmd) Reconstruction Of Ul. Cytrynowa In M. Lipowa: The Subject Renovation Of The Road Surface Will Be Carried Out By Replacing The Wearing Course And Leveling, As Well As Supplementing The Foundation And Roadsides, As Well As Restoring The Surface Of The Existing Entrances To The Property; Parameters Of The Planned Road Renovat