Tenders Are Invited For Repair Of Fire Access Road No. 2 In The Antoniewo Forestry And No. 10 In The Chociński Młyn Forestry

Note This Tender Procedure Concerns 2 Fire Roads. Road No. 2 Warszyn-Antoniewo And Road No. 10 Chociński Młyn - Bridge On The River. Brda. The Repair Of Road No. 2 Concerns 2 Bitumen Layers Ac8 And Ac11 On The Section Marked In The Project With Mileage From 0+0.00 To 1+219.7 (The Boundary Of The New Bituminous Layer From 2025) And Aggregate Exits. The Length Of The Repaired Section Is 1219.7 Meters (Excluding Option Rights). Under The Option Right, The Forest District Reserves The Right To Complete An Additional Section Of Up To 30% Of The Public Procurement Value. As A Minor Change, An Ac8 Mixture Was Used Instead Of Ac11 For The Binder Layer. The Sequence Of Layers Is: Ac8 Leveling Layer - Minimum Thickness 2 Cm (Average Thickness 2.5 Cm), Geocomponent Mesh, Ac11 Wearing Course. The Repair Of Road No. 10 Involves Cutting Patches In The Asphalt, Removing Roots, Filling The Resulting Holes, Sprinkling The Surface, Applying A Geocomponent Mesh, And Applying An Ac11s Asphalt Overlay On 3 Sections Along The Entire Width Of The Road. This Procedure Applies Only To The Road And Exits. Description Of The Subject Of The Order: Repair Of Fire Access Road No. 2, Along With Intersections And Individual Exits In The Przymuszewo Forest District, Brusy Commune. Road No. 2 Is Intended For Fire Protection Of Forest Areas And Is A Communication Route For Forest And Partly Public Transport. The Entire Section Of The Existing Road Has A Bitumen Surface, Locally Cracked, With A Road Width Of 3.6 - 4.0 M. The Zero Hectometer Of The Repaired Section Was Set At Km 0+000.0. The End Of The Profile Is Linked To The Place Where The Road Repair Will Be Completed In 2025. At Km 1+219.7. The Total Length Of The Repaired Section Is 1,219.7 M. The Entire Section Is Planned To Renovate The Existing Road Surface By Securing The Existing Layers And Installing A New Asphalt Layer, The So-Called Overlays. The Road Cross-Section Was Adopted On The Entire Section In Accordance With The Normal Cross-Section A-A And B-B. Technical Parameters Of The Designed Road Elementsroadway - Technical Class Of The Street - Internal Road - Design Speed - 30 Km/H - Width Of The Road Surface - 3.5-3.9 M - Width Of The Shoulders - 0.75 M - Length Of The Repaired Section - 1219.7 M - Traffic Category - Kr-1 - Maximum Load On Axis - 100 Knnthe Following Construction Cross-Sections Were Used On The Road Section Covered By The Study: Structural Cross-Section Of The Road Surface And Intersections: - Substructure From The Existing Structure, - Ac8 Leveling Layer - Minimum Thickness Of 2.0 Cm (Average Thickness Was Assumed To Be 2.5 Cm). - Glass Fiber Geocomposite Coated With A Layer Of Polymer Asphalt Meeting The Following Conditions: Min. Tensile Strength 100 Kn/M, Ultimate Elongation At Break Max. 3%, Temperature Resistance Min. Up To 190°C - Wearing Layer Ac11s Thick. 4 Cm. Earthworks To Make The Embankments, Use A Mixture Of Natural Aggregate Delivered From The Excavation. The Removable Topsoil Should B