Tenders Are Invited For Reconstruction Of Municipal Road No. 599023S As Part Of The Investment Project Entitled Construction Of Zachodnia Street From Dw 483 To The Intersection With Lipowa Street, In Radostkowo

The Task Is Co-Financed Under The Government Road Development Fund For 2026. Investment Address: The Planned Investment Is Located On Plots No. 918, 917, 947, 928, 969 From Area 0023 Radostków Wieś, Unit 240411_2 In The Area Of ​​The Town Of Radostków, Mykanów Commune, Silesian Voivodeship. The Investment Will Consist In The Reconstruction Of Municipal Road No. 599023S As Part Of The Investment Task Entitled Construction Of Zachodnia Street In Radostkowo From Dw483 To The Intersection With Lipowa Street In Radostkowo, On A Section With A Length Of 2,518.24 M. The Investment Includes: - An Asphalt Road In The Form Of An Overlay, - Both Sides Made Of Reclaimed Asphalt, - Entrances To The Property With A Surface Of Concrete Paving Stones, - A Pedestrian Road (Sidewalk) With Surface Made Of Concrete Paving Stones, - Rain Inlets With Sewers And Strengthening Of Outlets To The Ditch, - Reconstruction Of The Existing Culvert On The Road, - Liquidation Of A Fragment Of The Existing Roadside Ditch, - Reconstruction Of The Existing Ditch By Constructing A Covered Ditch, Ø500 Canal With Inspection Wells Ø1000/1200. Technical Parameters Of The Road Gminnej:1. Functional Category Of The Road: Municipal Road2. Road Technical Class: Local Road - L3. Required Load Capacity: For Traffic Category Kr34. Road Surface: Asphalt Concrete5. Road Width: 6.0 M With Widening On The Curve6. Roadside: Both Sides – 0.5 M7. Pedestrian Path (Sidewalk): One-Sided – 1.5 M7. Drainage: To Existing And Planned Roadside Ditches8. Section Length: 2518.24 M. Side Structure: - Layer Of Reclaimed Asphalt - 15 Cm. Outlet Structure: - Concrete Paving Stones 20X10 Cm Red (According To Pn-En 1338) - 8 Cm, - Cement And Sand Ballast 1:4 (According To Pn-En 197-1, Pn-En 13242) - 4 Cm, - Base Layer Made Of A Mixture Not Connected With Aggregate 0/31.5 Mm (According To Pn-En 13242) - 20 Cm, - Cut-Off Layer Of Crushed Stone (According To Pn-En 13242) - 10 Cm. Walk Structure: - Concrete Paving Stones 20X10 Cm Gray (According To Pn-En 1338) – 8 Cm,- Cement-Sand Bedding 1:4 (According To Pn-En 197-1, Pn-En 13242) – 4 Cm,- Base Layer Made Of A Mixture Not Bound To Aggregate 0/31.5 Mm (According To Pn-En 13242) – 15 Cm,- Cut-Off Layer With Concrete (According To Pn-En 13242) - 10 Cm. Roadway Structure: - Wearing Course Of Asphalt Concrete Ac11s 50/70 (According To Pn-En 13108-1) - 5 Cm, - Sprinkling The Existing Surface With Cationic Asphalt Emulsion C60b3zm In The Amount Of 0.4 Kg/M2, - Milling Of The Existing Asphalt Road, - Existing Road Surface. Structure Of Reconstruction Of The Road Surface After Construction Of Sewers And Reconstruction Of The Culver Under The Road: - Wearing Course Of Asphalt Concrete Ac11s 50/70 (According To Pn-En 13108-1) - 5 Cm, - Sprinkling The Binding Layer With C60b3zm Cationic Asphalt Emulsion In The Amount Of 0.4 Kg/M2, - Binding Layer Of Ac16w 50/70 Asphalt Concrete (According To Pn-En 13108-1) - 8 Cm, - Sprinkling The Foundation With C60b10zm/R Cationic Asphalt Emuls