Tenders Are Invited For Construction Of A Tourist Connection Nowa Sól - Siedlisko. The Task Is Co-Financed By The Polish Order Government Fund: Strategic Investment Program

This Task Will Include The Construction Of A Bicycle Path Connecting The Town Of Nowa Sól From The Bridge On The Odra River To The Town Of Siedlisko. It Is Divided Into Two Stages: Stage I To Be Completed In 2024, Approximately 2.73 Km Long, And Stage Ii To Be Completed In 2025, Approximately 5.414 Km Long. The Scope Of The Investment Includes: Road Works - Reconstruction Of The Route And Height Points In Flat Terrain; - Mechanical Cutting Of Trees With A Diameter Of Up To 15 Cm With Grubbing Up Of Trunks, Removal Of Logs, Stumps And Branches To The Contractors Landfill With Waste Disposal; - Mechanical Clearing Of Bushes And Dense Undergrowth (60%), Transporting Branches To The Contractors Landfill And Waste Disposal; - Dismantling Of The Stone Pavement Surface. 15Cm (Average); - Dismantling The Asphalt Concrete Surface. 8 Cm (Average); - Transport Of Demolition Debris To The Contractors Landfill, Including Loading, Unloading And Disposal Of Waste; - Construction Of Two-Part Casing Pipes, Dia. 110 Mm On Telecommunications Cables;- Mechanical Excavation In The Ground Of Category Iii With Transport To The Contractors Landfill (Soil From The Excavation For Disposal) Together With Disposal;- Mechanical Excavation In The Ground Of Category Ii With Transport To The Contractors Landfill (Removal Of Topsoil For Disposal) Together With With Disposal - Excavation In Category Ii Soil With Transport To The Heap (Photo Of Topsoil - Topsoil For Use); - Construction Of An Embankment With Compaction In Category Ii Soil With Transport Of Soil From The Contractors Excavation; - Manual Planting Of Slopes And Roadsides In Category Ii Soil ;- Mechanical Profiling And Compaction Of The Subgrade For The Structural Layers Of The Pavement, Category Ii Soil;- Preparation Of A Frost-Protective Layer From An Unbound Mixture With Cbr>20%, Thickness. 20 Cm;- Making A Frost-Protective Layer From An Unbound Mixture With Cbr>20%, Thickness. 30 Cm; - Laying Geotextile With Tensile Strength In Both Directions Min. 20 Kn/M And Weight Min. 200 G/M2;- Cleaning Of Non-Bituminous Layers;- Cleaning Of Bituminous Layers;- Sprinkling Of Non-Bituminous Layers;- Sprinkling Of Bituminous Layers;- Making The Base From An Unbound Mixture With A Grain Size Of 0/31.5 Mm With Aggregate C 90/3 Gr. 15Cm; - Construction Of The Roadside From An Unbound Mixture With A Grain Size Of 0/31.5Mm And Aggregate C 90/3 Gr. 10 Cm; - Construction Of The Substructure From An Unbound Mixture With A Grain Size Of 0/63 Mm And Aggregate C 90/3 Gr. 20 Cm; - Construction Of The Base From An Unbound Mixture With A Grain Size Of 0/31.5 Mm And Aggregate C 90/3 Gr. 20Cm - Construction Of The Substructure From An Unbound Mixture, Thickness. 10 Cm By Supplementing And Granulating The Existing Subgrade To A Thickness Of Total 20 Cm; - Surface Made Of An Unbound Mixture With A Grain Size Of 0/31.5 Mm And Aggregate C 90/3 Gr. 10 Cm; - Double Surface Curing Of The Surface With Asphalt Emulsion (4/12 Mm Grit After The First Spraying And 2/5 Mm Grit After The Second Spraying) - Execution Of A Binding Layer Thick. 5 Cm Of Asphalt Concrete With Grain Size 0/16 Mm (Ac 16W); - Construction Of A Wearing Course Thickness. 4 Cm Of Asphalt Concrete With Grain Size 0/11 Mm (Ac 11S); - Construction Of A Wearing Course Thickness. 5 Cm Of Asphalt Concrete With A Grain Size Of 0/11 Mm (Ac 11S); - Topsoiling Of Slopes And Roadsides, Thick. 10 Cm With Grass (Recovered Topsoil); - Setting Up Posts Made Of Steel Pipes. With A Diameter Of 60 Mm;- Installation Of Road Sign Shields (Small);- Setting Up The U-11A Barrier;- Making A Surface Of Gray Concrete Cubes, 8 Cm Thick, On A 1:4 Gr. Cement-Sand Ballast. 3 Cm;- Laying A 15X30 Cm Concrete Curb On A 1:4 Cement-Sand Ballast And A C 12/15 Concrete Footing With Resistance;- Laying A 30X8 Cm Concrete Edging On A Cement-Sand Ballast With Joints Filled With Cement Mortar;- Installation Of The Shelter Wooden According To The Descriptive Part;- Installation Of Wooden Tables According To The Descriptive Part;- Installation Of Wooden Benches According To The Descriptive Part;- Installation Of A Bicycle Rack According To The Descriptive Part;- Installation Of A Waste Bin According To The Descriptive Part.2. Technical Data. Section Of The Forest Road: - Road Category - Internal, - Technical Class - D, - Design Speed - Not Specified, - Road Width - 3.50M, - Shoulder Width - 0.75M, - Traffic Category - Kr 1, Section After The Embankment: - Road Width - 2.00M, - Shoulder Width - ~0.25M, Final Section After The Flood Protection Embankment: - Road Category - Internal, - Technical Class - D, - Design Speed - Not Specified, - Width Road - 3.00M, - Shoulder Width - Variable, - Traffic Category - Kr 1

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FileName	File Description
Global Tender Document	Tender Notice