Tenders Are Invited For Renovation Of The Dp District Road No. 1103 S On The Section Wąsosz - Gródek, 700 M Long, Koniecpol Commune.

Renovation Of The Dp District Road No. 1103 S On The Section Wąsosz - Gródek, Length 700 M, Koniecpol Commune. The Subject Of The Order Is The Renovation Of The Dp District Road No. 1103 S, Section Wąsosz - Gródek, 700 M Long, Koniecpol 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: Dp1103s 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: Ac Scope Of Work To Be Performed: Surface: - Corrective Milling Of Bituminous Surface, Average Thickness 4 Cm. Destruction Owned By Pzd, Transported To A Storage Yard At A Distance Of 10 Km (Odm - 2 Koniecpol) - 3010.00 M2; - Dismantling And Re-Laying The Exit Surface From 8 Cm Thick Concrete Cubes With The Addition Of A Crushed Aggregate Base - 6.00 M2; - Mechanical Construction Of A Trough For Structural Layers To A Depth Of 25 Cm On Both Sides, 0.60 ( Road Widening + Edge Strengthening) With Excavated Material Transport Up To 2 Km - 840.00 M2;- Subbase Made Of Crushed Aggregate 0/31.5, Thickness After Compacting 20 Cm - 840.00 M2;- Mechanical Cleaning And Sprinkling Of The Road Surface Improved With Asphalt Emulsion - 8040.00 M2;- Subbase With Mineral-Bituminous Grit Mixtures Ac 16 P 50/70 Kr 3/4, Thickness After Compaction 8 Cm - 840.00 M2;- Surface Made Of Mineral-Bituminous Grit Mixtures / Binding Layer / Ac 16 W 50/70 Kr 3-4; Thickness After Compaction 6 Cm – 3640.00 M2;- Surface Made Of Mineral And Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S 50/70 Kr 3-4; Thickness After Compaction 4 Cm (All Technological Connections Using Bituminous Tape) - 3560.00 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 Infrastructure. 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 Det