Tenders Are Invited For Reconstruction Of The District Road Dp 1025 S Along With The Construction Of A Sidewalk And Drainage On The Section. Kruszyna - Baby - Jacków - Stage I.

Reconstruction Of The District Road Dp 1025 S Along With The Construction Of A Sidewalk And Drainage On The Section. Kruszyna - Baby - Jacków - Stage I. The Subject Of The Order Is The Reconstruction Of The District Road Dp 1025 S Along With The Construction Of A Sidewalk And Drainage On The Section. Kruszyna - Baby - Jacków - Stage I Consisting In The Reconstruction Of The Original Condition Of The Road. The Purpose Of The Facility Is To Carry Local Vehicular Traffic. The Road In Question Is A Linear Structure With A Surface Made Of A Mineral And Bitumen Mixture. The Road Is A Public Facility With Communication Functions. Basic Technical Parameters Of The Investment: Dp1025s Road Width: 6.00 M (2 X 3.00 M): Road Class: Z1/2, Traffic Load Category Kr 3 Cross-Section: Single-Road Two-Way Road Width On The Straight: 6.00 M One-Sided Cross-Slope 2% To 4% Roof Cross-Slope 2% Surface: Sma Road Structure At Km23+360 To Km 24+980 - 4 Cm Wearing Course Of Sma Ac11s - 7 Cm Binding Layer Of Ac16w - 9 Cm Subbase Layer Of Ac22p - 20 Cm Auxiliary Subbase Made Of Crushed Aggregate Fraction 0/31.5 Mm - 20 Cm Subbase Made Of Natural Aggregate Bus Bay Construction - 18X18 Cm Wearing Course Of Wet-Laid Stone Cubes With Cement Mortar - 20 Cm Subbase Of C16/20 Cement Concrete - 20 Cm Auxiliary Subbase Of Crushed Aggregate Fraction 0/31.5 Mm Sidewalk Structure: - 8 Cm Wearing Course Of Gray Concrete Cubes - 3 Cm Bedding Made Of Washed Crushed Aggregate Fraction 2-5Mm - 15 Cm Subbase Made Of Crushed Aggregate Fraction 0/31.5Mm Construction Of Exits In The Sidewalk: - 8 Cm Wearing Course Of Red Concrete Cubes Dyed In The Mass - 3 Cm Bedding Made Of Washed Crushed Aggregate Fraction 2-5Mm - 20 Cm Subbase Made Of Crushed Aggregate Fraction 0/31.5Mm Construction Roadsides: - Layer Of Reclaimed Asphalt - Upper Layer 4 Cm Thick After Granulation. - Layer Of Reclaimed Asphalt - Bottom Layer 12 Cm Thick. Drainage: In Order To Improve The Flow Of Rainwater, Drainage Of The Road Will Be Achieved By Profiling The Existing Transverse And Longitudinal Slopes. Water From The Sidewalk And Road Strip Will Flow Along The Curb Into The Storm Drains. Water From Sewage Wells Will Enter The Drainage From Pvc Pipes With A Diameter Of 250Mm Through Inspection Wells. From The Bottom, The Drainage Will Be Connected To The Existing Ditch. To Drain The Road Surface, D400 Class Street Inlets (Theft-Protected) Will Be Installed On A Prefabricated Ø500mm Concrete Well With A Settling Tank. The Purpose Of Street Inlets Is To Collect Stormwater Sewage From Hardened Surfaces, Separate Solid Particles (Sand) And Discharge It To Sewage Wells. Additionally, The Culverts With A Diameter Of Ø 400 (300) Should Be Replaced With Culverts Made Of Ø 400 Hdpe Sn8 Pipes, The Abutments Should Be Reinforced With Stone Paving On Cement Mortar. The Employer Informs That He Has Replaced The Ø 315 Mm Rain Collector With A Ø 250 Mm Drainage. The Price For The Task Should Be Calculated In Accordance With The Bill Of Qu