Tenders Are Invited For Road Renovation In Terms Of Road Surface Along District Road No. 4760P On The Święciechowa - Gołanice Section

1. The Subject Of The Order Is Renovation Of The Road In Terms Of The Road Surface Along The District Road No. 4760P On The Święciechowa - Gołanice Section.2. The Ordering Party Stipulates That The Commencement Of Construction Works Covered By The Order Cannot Take Place Before September 1, 2026. The Contractor Will Be Obliged To Take The Above Limitation Into Account When Developing The Order Implementation Schedule.3. The Investment Is Located In The Greater Poland Voivodeship, In The Leszno District, In The Święciechowa Commune, On The Section Of District Road No. 4760P From The Intersection With District Road No. 4771P In Święciechowa To The Intersection With District Road No. 4759P In Gołanice. 4. List Of Areas:- Area Renovated Road 27,118.0 M2 - Area Renovated Bicycle Path 3,060.0 M2 - Area Fragments Of The Road With The Entire Structure Being Replaced 1,015.0 M2 - Area Bonding Fragments Adjacent To The Replaced Structure 842.0 M2 - Area Of ​​Exits Made Of Min.-Asphalt Mixture: 263.0 M2 - Area Of ​​Exits Made Of Reclaimed Asphalt: 351.0 M2 - Area Of ​​Roadside Additions Made Of Reclaimed Asphalt. 5,471.0 M2 Length Of The Renovated Road 4 Km 260 M Width Of The Renovated Road 6.0 M Length Of The Reinforced Slope 165.0 M5. Mineral And Asphalt Mixtures Should Be Designed For Road Traffic Category Kr4.6. In Terms Of Designing The Sma11 Mixture - Pmb 25/55-60 Binder, Pmb 25/55-60 Should Be Used In Accordance With Point 2.1. Technical Description For The Task: Renovation Of The Road Surface Along The District Road No. 4760P On The Święciechowa - Gołanice Section 7. The Ordering Party Informs That A New Wearing Course Of The Bicycle Road Should Be Made From 1 + 495 Km To 3 + 025 Km (Location Of The Bicycle Road Section Within The Existing Forest Area). 8. The Ordering Party Informs That It Allows The Road Surface For Bicycles To Be Made Of The Ac8s 50/70 Kr1-2 Bituminous Mixture (Assuming A Layer Thickness Of 4 Cm).9. The Renovation Project Includes Milling The Damaged Asphalt Surface, Creating A New Sub-Base, Improving Slopes, Creating A New Wearing Course Of The Road Surface And Restoring Existing Road Exits And Ditches. The Existing Asphalt Concrete Surfaces In The Area Will Be Demolished. The Demolition Debris Should Be Reused As Material To Replenish Roadsides Along Roadside Ditches And Recreate Aggregate Exits. 10. The Task Also Includes Renovation Of The Existing Roadside Slope. The Existing Slope Has A Variable Height From Approximately 1.0 To 1.6 M. There Is A Road Under Renovation Along The Upper Edge Of The Slope. Over Time, The Top Layer Of Land On The Slope Began To Creep Towards The Ditch. Grasses And Perennials Grow On The Slope. In Order To Protect The Slope Against Further Subsidence, It Is Planned To Strengthen The Embankment With Layers Of Polypropylene Geotextile And Surface Protection With A Thick Spatial Geogrid. 15 Cm. 11. Works May Be Started After Prior Marking And Securing The Works In Accordance With The Regulation Of The