Tenders Are Invited For Renovation Of The Dp District Road No. 1038 S On The Section Zawada - Małusy Wielkie, Length 520 M

Renovation Of The Dp District Road No. 1038 S On The Section Zawada - Małusy Wielkie, Length 520 M. The Subject Of The Order Is The Renovation Of The District Road Dp No. 1038 S, Section Zawada - Małusy Wielkie, Length 520 M, 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: Dp1038s 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 10 Cm - 500 T (60% Of The Obtained Reclaim Transported To A Storage Yard At A Distance Of Up To 3 Km With Sorting And Piling 40% Transported To The Area Of Odm 1 In Rudniki At A Distance Of Up To 12 Km - 2860.00 M2;- Mechanical Construction Of A Trough For Construction Layers To A Depth Of 25 Cm With Removal Of Excavated Material Up To 2 Km (Including Disposal) On Both Sides - Widening And Strengthening Of The Edges On A Section Of 520 M - 1040.00 M2; - Substructure Made Of Crushed Aggregate 31.5/63 - Bottom Layer 20 Cm Thick After Compaction - Widening And Strengthening Edges On Both Sides, 1.0 M In A Section Of 520 M - 1040.00 M2; - Mechanical Cleaning Of The Improved Road Surface - 6292.00 M2; - Sprinkling The Improved Road Surface With Asphalt Emulsion - 6292.00 M2; - Crushed Aggregate Base 31.5/63 - Medium Layer, 10 Cm Thick After Compaction - Leveling Of The Existing Sub-Base - 3224.00 M2;- Sub-Base Made Of Mineral-Bituminous Grit Mixtures Ac 16 P 35/50 Kr 3-4; Thickness After Compaction: 8 Cm - 3172.00 M2;- Surface Made Of Mineral-Bituminous Grit Mixtures/Wearing Layer/ Ac 11 S 50/70 Kr 3-4; Thickness After Compaction 4 Cm - 3120.00 M2;Intersections With Existing Underground Utilities. At Intersections And Close-Ups With 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. The Existing Utilities Should Be Precisely Located And Uncovered Before Excavation.1 Works 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 The Works Performed Regarding The Subject Of The Contract To The New Standards.3. Additional Conditions Regarding The Subject Of The Contract: 3.1. The Contractor Undertakes To Provide The Ordering Party With A Quality Guarantee For At Least 60 Months.3.2 Maintenance.3.3. The Contractor Is Recommended To Obtain All Information That May Be Necessary To Prepare The Offer And Sign Th