Tenders Are Invited For Renovation Of The Dp District Road No. 1102 S In The Town Of Mełchów, Commune. Lelów, Length 520M

Renovation Of The Dp District Road No. 1102 S In The Town Of Mełchów, Commune. Lelów, Length 520 M. The Subject Of The Order Is The Renovation Of The District Road Dp No. 1102 S In The Town Of Mełchów, Commune. Lelów, Length 520 M, 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: Dp1102s Road Width: 4.00 M (2 X 2.00 M): Road Class: Z1/2, Traffic Load Category: Kr 3 Cross-Section: Single-Lane Two-Way Road Width On The Straight: 4.00 M One-Sided Transverse Inclination: 2% To 4% Roof Cross-Slope: 2% Surface: Ac Scope Of Work To Be Performed: - Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness 8 Cm - Reclaimed Property Of Pzd - 280 T. Destruct Property Of Pzd. Transport To A Storage Yard Up To 5 Km And Crushing And Piling - 2080.00 M2; - Subbase Made Of Crushed Aggregate 0/31.5, Thickness After Compaction 8 Cm - Leveling And Strengthening Of The Existing Subgrade - 2184.00 M2; - Mechanical Cutting Of The Oversized Shoulder 5 Cm Thick With Transport Of Excavated Material Up To A Distance Of 5 Km - 1040.00 M;- Dismantling And Re-Laying The Exit Made Of Concrete Cubes. 8M With Additional Crushed Aggregate Foundation. Exit Framed From The Road With A Concrete Curb - 20.00 M2; - Mechanical Cleaning And Sprinkling Of The Road Surface Improved With Asphalt Emulsion - 4252.00 M2; - Surface Made Of Mineral-Bituminous Grit Mixtures / Binding Layer / Ac 16 W 50/70 Kr 3-4; Thickness After Compaction 5 Cm – 2132.00 M2;- Surface Made Of Mineral-Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S 50/70 Kr 3-4; Thickness After Compaction 4 Cm - 2120.00 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 Subject Of The Order: The Contractor Undertakes To Provide The Ordering Party With A Quality Guarantee Of Min. 60 Months.