Tenders Are Invited For Construction Of An Access Road In The Spa Treatment District In Horyniec-Zdrój

In The Distance From Km 0+000 To Km 0+36.7, The Project Envisages The Construction Of A New Road With An Asphalt Surface, 6.0 M Wide, And On The Curves - Widening Up To 7 M. Designed Sidewalk Made Of 2.0 M Wide Concrete Cubes At Km 0+000 - 0+202 On The Left Side.• Road Class: D (Access)• Design Speed (Vp): 30 Km/H• Cross-Section: Street• Cross-Slope Of The Road On Straight Sections: 2.0% (Roofed)• Cross-Slope Of The Pedestrian Sidewalk: 2.0% (One-Sided)• Road Width: 6.0–7.0 M• Width Of The Pedestrian Sidewalk: 2.0 M• Road Surface: Bituminous• Sidewalk Surface: Made Of Concrete Cubesconstruction Of The Road And Bituminous Exits:• 4 Cm Wearing Surface Made Of Ac 11 S Asphalt Concrete,• 5 Cm Binding Surface Made Of Ac 16 W Asphalt Concrete,• 20 Cm W-Wa Of The Base Base Made Of Unbound Mixture C90/3• 20 Cm W-Wa Made Of A Mixture Bound With A Hydraulic Binder C1.5/2.0 ≤ 4.0 Mpa, Construction Of The Sidewalk Surface And Exits Made Of Concrete Cubes:• 8 Cm Gray / Colored Concrete Paving Stones, • 4 Cm Bedding Made Of Stone Grit 0-4Mm• 20 Cm W-Wa Base Base Made Of An Unbound Mixture C90/3• 20 Cm Of High-Wall Made Of A Mixture Bound With A Hydraulic Binder C1.5/2.0 ≤ 4.0 Mpa, Roadside Greenery Due To The Implementation Of The Investment Project In Question, There Is A Need For Bushes Colliding With The Designed Infrastructure Elements On An Area Of Approximately 800 M2. Due To The Fact That The Investment Will Be Implemented On The Basis Of The Decision To Authorize The Implementation Of A Road Investment (Zrid), In Accordance With Art. 21 Point 2 Of The Act Of April 10, 2003 On Special Rules For The Preparation And Implementation Of Investments In The Field Of Public Roads (Journal Of Laws Of 2024, Item 311, Consolidated Text), To Remove Trees And Shrubs Located On The Properties Covered By The Above-Mentioned By Decision - With The Exception Of Vegetation Located On Properties Entered In The Register Of Monuments - The Provisions Of The Nature Protection Act Regarding The Obligation To Obtain Permits And Pay Fees For Their Removal Do Not Apply. Rainwater Drainage. Transverse And Longitudinal Slopes To The Designed Rainwater Drainage System With All Water Discharged To The Existing Kd500 Rainwater Drainage System In The District Road Lane. Signage. Horizontal And Vertical Markings: According To The Planned Permanent Traffic Organization. The Investment Area Is Located Outside The Area Mining Area. There Are No Documented Archaeological Sites In The Investment Area. Facility Plan 1. Earthworks: 925M32. Substrate Stabilization With Cement: 2312 M23. Ballast Foundation: 2249M24. Bitumen Road: 1626M25. Concrete Pavement: 387M26. Concrete Slopes: 236M27. Concrete Edging: 324Mb8. Road Curbs: 527Mb9. Rainwater Drainage: Canal: 229Mb / Sewer: 84Mb / Well: 7 Pcs. / Sewage Grate: 12 Pcs. 10. Vertical Markings - Signs Made Of 3M Foil, 2Nd Generation - Medium Shields, Posts Made Of Galvanized Steel Pipes: Sign Shields And Posts - 3