Tenders Are Invited For Reconstruction Of Kolejowa Street In Jastrowie

The Beginning Of The Planned Redevelopment Was Assumed At The Link To The Redevelopment Of Kolejowa Street, Section I, While The End At Building No. 2 On Ul. Railway. The Length Of The Designed Road Is 430.80 M. As Part Of The Planned Reconstruction, A New Pavement Made Of Concrete Cubes With A Width Of 5.00-6.00 M Was Assumed. Along The Designed Road A Pavement Made Of Concrete Paving Stones With A Width Of 1.50-2.50 M The Outline Of The Designed Road Was Designed With A Concrete Curb Of Dimensions 15X30 Cm On A Concrete Footing Made Of Concrete C 12/15 (Curb Clearance 12 Cm) And A Concrete Retainer With Dimensions 12X25 Cm On A Concrete Footing Made Of Concrete C 12/15 (Light Of The Resistor 0 Cm). Concrete Curb With Dimensions 15X22 Cm On Descents Light 3 Cm. Along The Pavement, Descents From Concrete Cubes, Gr. 8 Cm. The Entire Designed Route Was Maximally Inscribed In Its Existing Route, Introducing Only Minor Corrections Resulting From The Need To Introduce Normative Route Geometry Parameters. On The Section 0+000.00 To 0+230.00, A Road Was Designed On The Existing Stone Pavement. It Is Planned To Make Widenings Along The Edge Of The Existing Cobblestone Pavement Made Of Mechanically Stabilized Broken Aggregate 0/31.5 Mm In Accordance With The Cross-Sections - Figure No. 6. As Part Of The Works Carried Out, It Was Assumed That The Existing Pavement Would Be Cleaned Of Cobblestone, And Then The Foundation Would Be Made Of Mechanically Stabilized Crushed Aggregate Made Of A Mixture 0/31.5 Mm, And Then Making A Layer Of Cement-Sand Bedding And Laying Concrete Paving Stones. On The Section 0+000.00 To Km 0+022.00 And 0+217.00 To Km 0+230.00, In Order To Connect To The Level Of The Existing/Designed Pavements, It Was Assumed To Deepen The Existing Cobblestone Road And Restore It In Connection With The Gradeline Of The Road Municipal. From Km 0+360.00 To The End Of The Designed Route, It Was Additionally Assumed To Make A Drainage Layer From The Soil Stabil. Cement With A Thickness 15 Cm. At The Link To The Existing Pavement At The Height Of Property No. 2, A Cut-Off Made Of A Concrete Retaining Plate With A Size Of 12X25 Cm On A Footing Made Of Concrete C 12/15 With Sealing The Gap In The Bituminous Surface With A Bitumen Grout In Accordance With The Attached Construction Detail. From Km 0+026.50, Harden The Surface With Dimensions 20 X 5 M With Openwork Panels, Th. 8 Cm. The Outline Of The Designed Hardening Made Of A Concrete Resistor With Dimensions 12X25 Cm On A C 12/15 Concrete Footing. 3 Prefabricated Speed Bumps Have Been Designed On The Section In Question. On The Entire Section Of The Planned Road There Are Elements Of Technical Infrastructure In Accordance With The Land Development Plan