Tenders Are Invited For Renovation Of Poviat Road No. 1083 S Lipie - Raczkowice In Kolonia Raczkowice, Dąbrowa Zielona Commune, 900 M At 2+900 - 3+800 Km.

The Subject Of The Order Is The Renovation Of Poviat Road No. 1083 S Lipie - Raczkowice In Kolonia Raczkowice, Dąbrowa Zielona Commune, 900 M Long At 2+900 - 3+800 Consisting In The Reconstruction Of The Original Condition Of The Road. The Purpose Of The Facility Is To Conduct Traffic Moving Locally. The Road In Question Is A Linear Object With A Surface Made Of Mineral And Bituminous Mixture. The Road Is A Public Object That Performs Communication Functions. Basic Technical Parameters Of The Investment: Dp1083s Width Of The Road: 6.00 M (2 X 3.00 M): Road Class: Z1/2, Traffic Load Category Kr 3Przekrój: Single-Fixture Two-Way Roadside Of The Road On A Straight Line: 6.00 M Unilateral Transverse Tilt 2%Up To 4%. Bituminous Surface With A Milling Machine - Average Thickness Of 2 Cm Destruct Ownership Of Pzzz Dzierz To Plac Plac Zwowanie - Koniecpol At A Distance To 10 Km - 3600.00M2; - Mechanical Execution Of The Trough For Structural Layers To A Depth Of 25 Cm With A Distance Of The Spoil At A Distance Of Up To 2 Km (Along With Utilization) On Both Sides Of 1.0 M. 1800.00 M2; - Foundation From Broken Aggregate 31.5/63 Lower Layer 20 Cm After Thickening - Widening And Strengthening The Edge On Both Sides By 1.0 M - 1800.00M2; - Foundation From Broken Aggregate 0/31.5 - Upper Layer Gr. 5 Cm After Density- Widening And Strengthening The Edge On Both Sides By 1.0M- 1800.00M2;- Mechanical Cleaning Of The Improved Road Surface- 9180.00M2;- Sprinkling The Road Surface Improved Asphalt Emulsion- 9180.00M2;- Surface Made Of Mineral And Bituminous Grits Mixtures / Ac 50/70 Kr 3-4; Thickness After A Thickening Of 6 Cm- 4680.00M2;- Surface Made Of Mineral And Bituminous Mixtures/Abrasive Layer/Ac 11 S 50/70 Kr 3-4; Thickness After A Thickening Of 4 Cm - 4500.00 M2; Intersections With Existing Underground Weapons In Intersections And Close -Ups With Existing Weapons, Earthworks And Assembly Works Must Be Carried Out Manually, In Accordance With The Requirements And Under The Strict Supervision Of A User Of A Given Weapon. The Existing Weapons Should Be Thoroughly Located And Exposed Before The Excavation. 1. A Detailed Description Of The Subject Of The Contract, I.E. The Type Of Works To Be Carried Out As Part Of The Order, Is Determined By The Bill Of Quantities And Stwirior To Annex Annex No. 1 To Swz.2. In The Event Of A Change In Applicable Quality Standards During The Contract, The Contractor Will Be Obliged To Adapt The Quality Of Works Performed Regarding The Subject Of The Contract To New Standards. 3. Additional Conditions Regarding The Subject Of The Contract: 3.1. The Contractor Undertakes To Grant The Contracting Authority A Guarantee Of The Quality Of Performance Min. 36 Months. 3.2. The Order Should Be Processed Based On Standards In Force In Road Construction, Instructions, Detailed Technical Specifications For Maintenance Works. 3.3. It Is Recommended That The Contractor Obtain All Information That May Be Necessary To Prepare The Offer And Sig