Tenders Are Invited For Renovation Of The Dp District Road No. 1107 S In The Town Of Koniecpol, Length 700M, Koniecpol Commune

Renovation Of The Dp District Road No. 1107 S In The Town Of Koniecpol, Length 700M, Koniecpol Commune. The Subject Of The Order Is The Renovation Of The Dp District Road No. 1107S In The Town Of Koniecpol, Length 700M, Koniecpol Commune, Consisting In The Reconstruction Of The Original Condition Of The Road. The Purpose Of The Facility Is To Conduct Local Road 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: Dp1107s Road Width: 5.00 M (2 X 2.50 M): Road Class: Z1/2, Traffic Load Category Kr 3 Cross-Section: Single-Lane Two-Way Road Width On The Straight: 5.00 M One-Sided Cross-Slope 2% To 4% Roof Cross-Slope 2% Surface: Ac Scope Of Works To Be Performed: - Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness 5 Cm (300 T) With Transport To The Storage Yard At A Distance Of Up To 3 Km To The Odm Storage Yard - 2 In Koniecpol With Crushing - 2500.00 M2; - Mechanical Cutting Of The Inflated Shoulder, 10 Cm Thick With Transport Excavated Material At A Distance Of Up To 2 Km (Including Disposal) - 1,400.00 M2; - Mechanical Construction Of A Trough For Structural Layers To A Depth Of 20 Cm With Removal Of Excavated Material To A Distance Of Up To 5 Km (Including Disposal) - 3,780.00 M2; - Stabilization Of The Existing Subsoil With A Hydraulic Binder Using A Stabilization Unit Rm = 2.5 Mpa, Layer Thickness: 20 Cm After Compaction (Possible Re-Graining With Medium Layer Thickness Of 10 Cm) In Order To Achieve A Load-Bearing Capacity Of E2 ≥ 120 Mpa - 3780.00 M2;- Substructure Made Of Crushed Aggregate 31.5/63 - Lower Layer Thickness. 12 Cm After Compaction - 3710.00 M2; - Mechanical Cleaning Of The Improved Road Surface - 7070.00 M2; - Sprinkling The Improved Road Surface With Asphalt Emulsion - 7070.00 M2; - Crushed Aggregate Subbase 0/31.5 - Top Layer Thickness. 5 Cm After Compaction – 3640.00 M2;- Base Made Of Mineral And Bituminous Grit Mixture Ac 16 P 35/50 Kr 3-4; Thickness After Compaction 8 Cm – 3570.00 M2;- Surface Made Of Mineral And Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S 50/70 Kr 3-4; Thickness After Compaction 4 Cm - 3500.00 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