Tenders Are Invited For Renovation Of Poviat Road No. 1029 S Piecierzów - Karczewice, Length 2170M.

The Subject Of The Order Is The Renovation Of Poviat Road No. 1029 S Piecierzów - Karczewice, Length 2170 M Consisting In The Reconstruction Of The Original Condition Of The Road. The Facility Is Completed 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 Facility Performing Communication Functions. The Background Technical Parameters Of The Investment: Dp1029s Road Width: 6.00 M (2 X 3.00 M): Road Class: Z1/2, Category Of Loading With Traffic Kr 3Priep: Single-Liner Two-Way Latch 2%Pavement: Ac The Scope Of Work To Be Done:- Dismantling The Bituminous Surface With A Milling Machine- Corrective Average Thickness Of 2 Cm Destructure Pzd Department To The Component Square At A Distance To 5 Km- 8680.00 M2;- Mechanical Execution Of The Trough Under The Structural Layer To A Depth Of 30 Cm With A Distance Of The Spoil Up To 2 Km (Along With The Utilization) 1.0 M - Widening And Strengthening The Edges On The Episode 870 M - 1740.00 M2; - Foundation Made Of Broken Aggregate 31.5/63 Lower Layer 15 Cm After Compaction - Widening And Strengthening The Edge On Both Sides After 1 M On Episode 870 M - 1740.00 M2; - Foundation From Broken Aggregate 0/31.5 - Upper Layer Gr. 5 Cm After Thickening - Widening And Strengthening The Edge On Both Sides By 1.0 M On The Episode 870 M- 1740.00 M2;- Mechanical Cleaning Of The Improved Road Surface- 14840.00 M2;- Sprinkling The Road Surface Improved Asphalt Emulsion- 14840.00 M2;- Demolishing Existing Cobblestones From Cobblestones And Re-Arrangement With Supplementing The Foundation Of Broken Aggregate (Framed Concrete Curb From The Road)- 58.00 M2;- Vertical Adjustment Of The Manhole Of Sewage Wells On Distance Rings- 4.00 Pcs;- Foundation Made Of Mineral And Bituminous Mixture Ac 16 P 35/50 Kr 3-4; Thickness After A Thickening Of 8 Cm- 1740.00 M2;- Surface Made Of Mineral And Bituminous Mixtures/Abdominal Layer/Ac 11 S 50/70 Kr 3-4; Thickness After A Density Of 5 Cm - 13100.00 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 The 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