Tenders Are Invited For Renovation Of The Dp District Road No. 1003 S On The Section Kruszyna - Wikłów, Length 800M, Kruszyna Commune.

Renovation Of The Dp District Road No. 1003 S On The Section Kruszyna - Wikłów, Length 800M, Kruszyna Commune. The Subject Of The Order Is The Renovation Of The District Road Dp No. 1003 S, Section Kruszyna - Wikłów, Length 800 M, Kruszyna Commune, 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: Dp1003s Road Width: 6.00 M (2 X 3.00 M): Road Class: Z1/2, Traffic Load Category Kr 3 Cross-Section: Single-Lane Two-Way Road Width On The Straight: 6.00 M One-Sided Cross-Slope 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 6 Cm - 500 T. Transported To The Storage Yard At A Distance Of Up To 6 Km With Crushing And Piling. Destruct - 300 T Intended For Hardening The Roadsides, The Remaining Amount 200 T Owned By Pzd. - 4800.00 M2;- Mechanical Cleaning Of The Improved Road Surface - 9,680.00 M2; - Mechanical Cutting Of The 10 Cm Thick Shoulder With Removal Of Excavated Material Up To 5 Km - 1,600.00 M2; - Sprinkling The Improved Road Surface With Asphalt Emulsion - 9,680.00 M2; - Hardening Of The Roadsides And Exits With Reclaimed Asphalt Bottom Layer Thick 5 Cm After Compaction - 1600.00 M2; - Hardening Of The Roadsides And Exits With Reclaimed Asphalt, Upper Layer Thick. 4 Cm After Compaction. (Reclaimed Material After Crushing) – 1700.00 M2;- Surface Made Of Mineral-Bituminous Grit Mixtures / Binding Layer / Ac 16 W 50/70 Kr 3-4; Thickness After Compaction 5 Cm – 4880.00 M2;- Surface Made Of Mineral-Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S 50/70 Kr 3-4; Thickness After Compaction 4 Cm - 4800.00 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: 3.1. The Contractor Undertakes To Provide The Ordering Party With A Quality Guarantee Of Min. 60 Months.3.2. The Order Should Be Carried Out Based On The Standards, Instructions And Detailed Technical Specifications For Maintenance Works Applicable In R