Tenders Are Invited For Renovation Of The District Road Dp No. 1025 S In The Town Of Widzów, Length: 360 M, Kruszyna Commune.

Renovation Of The Dp District Road No. 1025 S In The Town Of Widzów, Length: 360 M, Kruszyna Commune. The Subject Of The Order Is The Renovation Of The District Road Dp No. 1025 S In The Town Of Widzów, Length: 360 M, Kruszyna Commune, Consisting In The Reconstruction Of The Original Condition Of The Road. The Purpose Of The Facility Is To Conduct Local Road 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: 5.50 M (2 X 2.75 M): Road Class: Z1/2, Traffic Load Category Kr 3 Cross-Section: Single-Road Two-Way Road Width On The Straight: 5.50 M One-Sided Cross-Slope 2% To 4% Roof Cross-Slope 2% Surface: Ac Scope Of Works To Be Performed: Surface: - Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness 9 Cm With Transport To The Storage Yard At A Distance Of Up To 3 Km, Crushing And Piling. Restruct Owned By Pzd Intended For Hardening Of Roadsides - 1980.00 M2; - Mechanical Cutting Of The Inflated Roadside, 10 Cm Thick, With Removal Of The Curb At A Distance Of Up To 2 Km - 500.00 M2; - Dismantling And Re-Laying The Stream With Two Rows Of Concrete Paving Stones On A Concrete Footing - 20% New Stones - 200.00 M2;- Mechanical Cleaning Of The Improved Road Surface - 4010.00 M2;- Sprinkling The Improved Road Surface With Asphalt Emulsion - 4010.00 M2;- Vertical Adjustment Of Sanitary Sewage Manholes On Spacer Rings - 2.00 Pcs.;- Vertical Adjustment Of Street Sewage Inlets - 6.00 Pcs.;- Protection Bituminous Surface Before Cracking Using A Composite - Glass Fiber Mesh Laid On The Binding Surface - 1980.00 M2; - Surface Made Of Mineral And Bituminous Grit Mixtures /Binding Layer/ Ac 16 W Kr 3-4; Thickness After Compaction 5 Cm - 2010.00 M2; - Surface Made Of Mineral And Bituminous Grit Mixtures / Wearing Course / Ac 11 S Kr 3-4; Thickness After Compaction 4 Cm - 2000.00 M2; Road Works: - Dismantling And Re-Laying The Sidewalk With Concrete Paving Stones. 8 Cm With Supplementation Of The Substructure - 10% New Cubes - 30.00 M3;- Dismantling Of A Concrete Curb 1000 X 30 X 15 On A Concrete Footing With Resistance And Disposal - 28.00 M;- Dismantling And Re-Laying Concrete Curbs With Dimensions Of 100 X 30 X 15 On A Concrete Footing - 10% New Curb – 25.00 M;- Reconstruction Of Horizontal Markings Using Thick-Layer Technology – 1.00 Sets;- Hardening Of Roadsides With Reclaimed Asphalt, Lower Layer, Thickness After Compaction Of 5 Cm – 500.00 M2;- Hardening Of Roadsides And Exits With Reclaimed Asphalt, Upper Layer, Thickness After Compaction 4 Cm - 600.00 M2;Intersections With Existing Underground Utilities. At Intersections And Close Proximity To Existing Utilities, Earthworks And Assembly Works Must Be Carried Out Manually, In Accordance With The Requirements And Under The Strict Supervision Of The User Of The Given Utilities. Existing Utilities Should B