Tenders Are Invited For Renovation Of Existing Roadsides On Municipal Roads No. 450324W And 450327W

Renovation Of Existing Roadsides On Municipal Roads No. 450324W And 450327W. The Task Includes: 1) Renovation Of Existing Roadsides On Municipal Road No. 450324W In Zamość Stary, Section Length Approx. 1.5 Km (From The Intersection Of The Municipal Road With The District Road No. 4527W To The Intersection Of The Municipal Road With Dk12). The Scope Of The Investment Includes: • Mechanical Cutting Of Elevated Roadsides, Including Removal Of A Layer Of Topsoil Up To 10 Cm Thick On The Edges Of Existing Roadsides (From The National Road No. 12 Towards The Intersection Of The Municipal Road With The District Road No. 4527W Zielonałaguszów). • Profiling, Including Loosening The Existing Aggregate Layer And Compacting The Subgrade For The Roadside Construction Layer. Unevenness And Depressions Arising During Compaction Should Be Leveled On An Ongoing Basis By Loosening The Layer Of Existing Aggregate And Adding Or Removing Material Until An Even Surface Is Obtained. • Reinforcement Of Both Sides Of The Roadsides Made Of Crushed Aggregate 0/31.5 Mm, Dolomite (Without An Admixture Of Clay), 0.5 M Wide And A Layer Thickness Of 7 Cm.2) Renovation Of Existing Roadsides On The Road Municipal Road No. 450327W In The Town Of Stary Zamość, Section Length Approx. 1.3 Km (From The Intersection Of The Municipal Road With The District Road No. 4527W To The Circular Arc / Connection With The Municipal Road, Plot No. 250). The Scope Of The Investment Includes, Among Others: (From The Intersection Of The Municipal Road With The District Road No. 4527W To The Circular Arc / Connection With The Municipal Road, Plot No. 250). • Profiling, Including Loosening The Existing Aggregate Layer And Compacting The Subgrade Of The Roadside Construction Sublayer. Irregularities And Depressions Arising During Compaction Should Be Leveled On An Ongoing Basis By Loosening The Layer Of Existing Aggregate And Adding Or Removing Material Until An Even Surface Is Obtained. • Reinforcement Of Both Sides Of The Roadsides With Crushed Aggregate 0/31.5 Mm, Dolomite (Without An Admixture Of Clay), 0.5 M Wide And A Layer Thickness Of 7 Cm.