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Part 1 - Renovation Of Municipal Road No. 389013T - Bridges - Zalew - Removal Of The Effects Of Natural Disasters. The Task Is Located On A Plot With Geodetic Registration Number. 421/2, District 0008 Mostki, Suchedniów Commune, Skarżysko Poviat, Świętokrzyskie Voivodeship. As Part Of The Task, The Section From Km 0+000.00 To Km 0+548.43 Will Be Renovated, With A Total Length Of Approximately 548 M. The Scope Of Works Includes: Measurement Works And Marking Out The Work Zone, Performance Of The Necessary Preparatory And Demolition Works, Construction Of The River Bed And Preparation And Profiling Of The Subsoil, Construction Of The Base Base From A Mixture Unbound With Aggregate. C90/3 With A Grain Size Of 0/31.5 Mm And A Thickness Of 30 Cm After Compaction; - Execution Of A Binding Layer Of Ac16w Asphalt Concrete, 5 Cm Thick After Compaction; - Execution Of A Wearing Course Of Ac11s Asphalt Concrete, 4 Cm Thick After Compaction; - Renovation Of A 3.00 M Wide Road, With A Cross-Roof Slope Of 2%; Construction Of Roadsides Made Of Crushed Aggregate On Both Sides, 0.50 M Wide, Locally In Accordance With The Drawings, And A Transverse Slope Of 6% Outside The Road; Mixture C90/3, 0/31.5 Mm; Thickness: 10 Cm. Desilting, Reconstruction And Profiling Of Existing Roadside Ditches, Maintaining A Depth Of Approximately 0.50 M And A Slope Inclination Of 1:1.5, In Accordance With The Design Documentation; Making Situational And Height Connections To The Existing Surfaces At The Beginning And End Of The Renovated Section; Securing The Existing Area Infrastructure And Possible Height Adjustment Of Technical Infrastructure Devices, According To The Results Of The Inventory And Relevant Conditions Network Administrators; Renovation Of Exits Made Of Aggregate And Concrete Blocks; For Downhill Slopes: Thick Cubes 8 Cm, Gravel Ballast Thick. 5 Cm, Base C90/3, 0/31.5 Mm Thick. 30 Cm; Construction Of Concrete Curbs 15×30 Cm And 15×22 Cm And Edges 8×30 Cm On C12/15 Concrete Benches With Resistance; Earthworks, Excavations, Embankments And Slope Profiling; Tidying Up The Area After The Works Are Completed. The Works Will Be Carried Out Within The Existing Road, Along The Trace Of The Existing Road, Using Mechanical And Manual Methods In Places Close To The Existing Infrastructure. Individual Construction Layers Will Be Made After Prior Preparation And Acceptance Of The Substrate, Maintaining The Designed Widths, Thicknesses, Elevations And Slopes. The Road Drainage Will Be Carried Out On The Surface, Through Transverse Slopes Of The Road And Shoulders To The Existing And Reconstructed Roadside Ditches. The Works Will Be Performed In Stages, Observing Safety Rules, Based On The Approved Temporary Traffic Organization Developed By The Contractor And Ensuring Access To Adjacent Properties. The Task Will Be Carried Out On The Basis Of A Notification Of Works To The Starosta Of Skarżysko On September 9, 2026. Part 1 Of The Procedure Is Described In Detail In:
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