Tenders Are Invited For Renovation Of The Surface Of Ul. Okrętna In The Town Of Żydowo, Gm. Czerniejewo

The Planned Investment Includes The Renovation Of A Section Of The Municipal Road In The Town Of Żydowo - Ul. Circular. The Beginning Of The Section Is Located In The Area Of ​​The Intersection With The Public Municipal Road No. 286008P, The End Of The Section Is The Intersection With The District Road No. 2160P (Ul. Dworcowa). The Total Length Of The Planned Renovation Is 0.982 Km. The Investment Is Designed On Plots Of Land, The Existing Right-Of-Way Of The Communal (Internal) Road And The Poviat Road. On The Entire Section Of The Planned Route, It Is Planned To Renovate The Existing Bituminous Surface By Making A Compensating Layer And A New Abrasion Layer. Before Applying Bituminous Layers, Partial Partial Renovations Of The Existing Surface Should Be Carried Out. Renovations Should Be Made By Milling On The Thickness. 6Cm With The Reconstruction Of The Binding Layer. Before Carrying Out Bituminous Works, Thorough Cleaning Of The Existing Edges Of The Road From The Abovementioned Soil And Vegetation Growing From The Roadsides Should Be Carried Out. Along The Entire Length Of The Road, The Existing Roads Should Be Cut Down Before The Paved Shoulders Are Constructed. The Existing Roadsides Are Located In Sections Up To 20 Cm Above The Edge Of The Road. Along The Entire Length Of The Section, It Has Been Designed To Make Hardened Shoulders Of Reclaimed Asphalt With A Width Of 0.75 M And A Cross Slope Of 8.0%. The Designed Bituminous Road Surfaces Should Be Placed In The Trace Of The Existing Road. Along The Road, Hardening Of Exits To Fields Or Utility Exits (Surface Made Of Broken Aggregate) As Well As Exits With A Bituminous Surface In The Places Of Existing Hardened Exits Were Also Designed. The Existing Paved Exits (According To The Markings On The Site Plan) Should Be Resurfaced As For The Main Road. At The Existing Culverts, It Is Planned To Replace The Existing Damaged Concrete Barriers With Class N2w2a Steel Barriers. The Barriers Were Designed On Both Sides With A Length Of 16.0 M On Both Facilities. At The Existing Parking Bay At Km 0+170.0, The Existing Concrete Curb On The Curve Should Be Replaced. An Arc With A Radius Of R = 5.0 M Should Be Recreated Using A 15X22x100 Concrete Inrun Curb On C12/15 Thick Concrete Footings. 15 Cm With Resistance. In Order To Separate The Renovated Bituminous Surface At The Exit At Km 0+485.00 From The Existing Concrete Paving, A Cut-Off With A 12X25x100 Embedded Resistor On A C12/15 Concrete Footing Should Be Made. 15Cm. Details Of The Development Plan Are Shown In Figures 2.1 And 2.2