Tenders Are Invited For Modernization Of The Surface Of County Roads In The Otwock County

3. Part I - Modernization Of The Road Surface 2762W Ul. Vogla (Town Of Otwock) And Modernization Of The Road Surface 2770W Ul. Nadwiślańska (M. Józefów)1) Task Carried Out As Part Of The Task Planned In The Capital Expenditure Plan Of The Otwock County For 2026 Entitled Modernization Of The Surface Of Road 2762W, Ul. Vogla (Town Of Otwock) And Modernization Of The Surface Of Road 2770W Of Ul. Nadwiślańska (Town Of Józefów)2) The Subject Of The Order Includes: A) Basic Order: • Modernization Of District Road No. 2762W Ul. Vogla In Otwock, On The Section From The Roundabout At The Intersection Of District Roads, Ul. Vogla - Ul. Kraszewskiego - Ul. Mieszka I To The Border With The Town Of Józefów - Section Approximately 300 Meters - The Scope Of Works Is Indicated In The Graphic Attachment • Modernization Of The District Road 2770W Ul. Nadwiślańska In The Town Of Józefów, On The Section From The Border With The Town Of Otwock To The Provincial Road No. 801 - A Section Of Approximately 430 Meters - The Scope Of Works Is Indicated In The Graphic Attachmentmb) Order Under The Option - Execution Of Horizontal Markings Using Thick-Layer Technology3) Information For The Basic Order: A) On The Entire Section, Mill The Bituminous Surface To An Average Depth Of 8 Cm With Removal Of Demolition Materials - Giving An Initial Cross-Section Profile Road, B) Cleaning The Milled Road Surface, C) Sprinkling The Road Surface With Emulsion After Cleaning, D) On The Entire Section, A Leveling Layer Of Ac 11W For Traffic Category Kr3-4 With An Average Thickness Of 3 Cm Should Be Made, E) Along The Entire Length And Width, Reinforce The Road Surface With A Heavy-Type Steel Mesh With A Transverse Tensile Strength Of The Mesh Of At Least 50 Kn/Mm 2 And A Mesh Wire Thickness Of Min. 2.40 Mm Permanently Attached To The Ground Using A Slurry Seal Mixture Or Metal Pins (According To The Specifications And Requirements Of The Mesh Manufacturer), F) On The Entire Section, A Single-Layer Asphalt Surface Should Be Made Of The Sma 16 Jena Mixture With A Thickness Of Min. 7 Cm Meeting The Pn-En 13108-8 Standard And P.2.3.2 Wst For Traffic Category Kr3-4 - Cross Slope Of The Road, 2% Roof And One-Sided On The Road Curve. G) Along The Entire Length Of The Section, Make A Shoulder Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm And 15 Cm Thick - Width 1 Mh) Make A System Bituminous Expansion Joint On Both Sides Of The Bridge Structure (Type And System To Be Agreed With The Employer And The Supervision Inspector) - The Employer Recommends Making An Expansion Cover With Parameters And Structure Corresponding To The Tarco System. The Ordering Party Does Not Indicate The Obligation To Use A Specific Manufacturer, But Allows Equivalent Solutions, Provided They Meet The Requirements Of The Swz And Are Agreed With The Ordering Party And The Supervision Inspector. I) Height Regulation Of Technical Infrastructure Elements, I.E. Manholes, Valves, Grilles, Etc. - If They Exist. The Ad