Tenders Are Invited For Renovation Of District Road No. 1001 In The Town Of Grabowa, Length 1,630 M, Mykanów Commune.

Renovation Of District Road No. 1001 In The Town Of Grabowa, 1,630 M Long, Mykanów Commune. The Subject Of The Order Is The Renovation Of District Road No. 1001 In The Town Of Grabowa, 1,630 M Long, Mykanów 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 Bituminous Mixture. The Road Is A Public Facility With Communication Functions. Basic Technical Parameters Of The Investment: Dp1001s Road Width: 5.20 M (2 X 2.60 M): Road Class: Z1/2, Traffic Load Category: Kr 3 Cross-Section: Single-Lane Two-Way Road Width On The Straight: 5.20 M One-Sided Transverse Inclination: 2% To 4% Roof Cross-Slope: 2% Surface: Ac Scope Of Work To Be Performed: - Dismantling The Bituminous Surface With A Milling Machine - Average Thickness 6 Cm. Destruct Property Of Pzd. Transport To A Storage Yard Up To 5 Km And Crushing And Piling Up The Reclaimed Material Intended For Hardening The Roadside - 8,476.00 M2; - Mechanical Cutting Of The Inflated Roadside Up To 10 Cm Thick With Transport Of Excavated Material Up To 5 Km - 3,260.00 M; - Renovation Of The Ditch With Profiling Of The Slopes And The Bottom Made Of Silt, Average Thickness 30 Cm With Transport Of Excavated Material Up To 5 Km With Disposal - 1940.00 M; - Dismantling And Re-Laying The Surface Of The Exits With Concrete Cubes. 8 Cm With Additional Crushed Aggregate Foundation. Exits Framed From The Road With A Concrete Curb On A Concrete Footing - 75.00 M2; - Mechanical Cleaning And Sprinkling Of The Road Surface Improved With Asphalt Emulsion - 17,189.00 M2; - Surface Made Of Mineral And Bituminous Grit Mixtures, Binding Layer Ac 16 W 50/70 Kr 3/4, Thickness After Compaction, 6 Cm – 8639.00 M2;- Surface Made Of Mineral-Bituminous Grit Mixtures / Wearing Course / Ac 11 S 50/70 Kr 3-4; Thickness After Compaction 4 Cm - 8550.00 M2;- Hardening Of The Roadsides With Reclaimed Asphalt, Lower Layer, Thickness After Compaction 5 Cm - 3260.00 M2;- Hardening Of The Roadsides And Exits With Reclaimed Asphalt, Upper Layer, Thickness After Compaction 4 Cm - 3400.00 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 Be Carefully Located And Exposed Before Excavation.1. A Detailed Description Of The Subject Of The Order, I.E. The Type Of Works To Be Performed Under The Order, Is Specified In The Bill Of Quantities And Stwior Constituting Annex No. 1 To Swz.2. In The Event Of Changes To The Applicable Quality Standards During The Term Of The Contract, The Contractor Will Be Obliged To Adapt The Quality Of Works Performed On The Subject Of The Order To The New Standards.3. Additional Conditions Regarding The