Tenders Are Invited For Reconstruction Of District Road No. 2508L Opoka - Chrząchówek in Poland

Work Detail

The Subject Of The Order Are Construction Works On The Investment Project Titled: Reconstruction Of District Road No. 2508L Opoka - Chrząchówek On The Section From Km 0+002.75 To Km 0+218.00 In The Month Of Opokathe Scope Of The Investment Includes, Among Others: 1. Preparatory And Measuring Works;2. Topsoil Removal And Demolition Works;3. Construction Of A 0.6-0.75 M Wide Widening Along The Road, From The Beginning Of The Development To Km 0+175, On Both Sides, Consisting Of A Lower Layer Of Stabilizing Sand. Cem. With Rm=2.5Mpa Gr. 15 Cm And An Upper Layer Of Crushed Aggregate For Stabilization. Down. 0-31.5Mm Thick 20Cm;4. Construction On The Section From The Beginning Of The Development To Km 0+150 At The Edge Of The Road, Behind The Designed 20X30cm Concrete Curb, Of A Right-Hand Pedestrian Road Made Of Paving Stones, 2.30 M Wide, Together With A Stop Platform Made Of Paving Stones At Km 0+038, Dimensions. 3.3X8.0M;5. Construction On The Section From Km 0+150 To The End Of The Development At The Edge Of The Road, Behind The Designed 20X30cm Concrete Curb, Of A Right-Hand Pedestrian Road Made Of Paving Stones, 1.80M Wide;6. Construction On The Section From Km 0+018 To Km 0+059 At The Edge Of The Road, Behind The Designed 20X30cm Concrete Curb, Of A Left-Hand Pedestrian Road Made Of Paving Stones, 2.30 M Wide, Together With A Stop Platform Made Of Paving Stones At Km 0+055, Dimensions. 2.3X8.0M;7. Reinforcing The Existing Asphalt Road Along The Entire Section By Installing: • A Leveling Layer Of Ac16w Kr3 Asphalt Concrete, Dia. Gr. 4.0Cm According To The Alignment Table;• Binding Layer Of Ac16w Kr3 Asphalt Concrete, Thickness. 4Cm;• Wearing Course Of Ac11s Kr3 Asphalt Concrete, Thickness. 4Cm;8. Performing Corrective Milling Of The County Road Road To A Depth Of Up To 4 Cm At The Beginning And End Of The Study;9. Construction Of Roadsides Along The Edges Of The Asphalt Road, Improved With Crushed Aggregate 0-31.5 Mm Thick. 12 Cm And Width 1.0 M On Sections Without A Pedestrian Road Design;10. Construction Of Asphalt Concrete Exits;11. Construction Of 5 Pieces Of Curb Inlets With Side Channels Made Of Pvc Pipes 160 Mm Diameter, Discharging Rainwater Onto The Existing Slope;12. Construction Of 2 Rows Of Concrete Warning Tiles For The Blind With Protrusions On Both Sides Of The Pedestrian Crossing Design;13. Placement Within The Planned Pedestrian Crossing At Km: 0+020 Hybrid Street Lamps (Vertical Lighting Of The Pedestrian Crossing);14. Removal Of Individual Trees Colliding With The Road Reconstruction;15. Construction Of New Vertical And Horizontal Markings. The Reconstruction Of The Road Is Related To The Poor Technical Condition Of The Existing Surface, Which Requires Urgent Road Works To Improve The Technical And Operational Parameters Of The Road And Road Traffic Safety Conditions.

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