Tenders Are Invited For Renovation Of The Dp District Road No. 1116 S In The Town Of Pieńki Szczepockie, Length: 550 M, Kruszyna Commune.

Renovation Of The Dp District Road No. 1116 S In The Town Of Pieńki Szczepockie, Length 550 M, Kruszyna Commune. The Subject Of The Order Is The Renovation Of The Dp District Road No. 1116 S In The Town Of Pieńki Szczepockie, Length 550 M, Kruszyna 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: Dp1116s Road Width: 5.00 M (2 X 2.50 M): Road Class: Z1/2, Traffic Load Category Kr 3 Cross-Section: Single-Road 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: Surface: - Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness 10 Cm - Destruct Property Of Pzd. Transport To The Storage Yard Up To 5 Km Along With Crushing And Sanding Intended For Hardening The Roadsides - 200 T. The Remaining Amount Transported To The Storage Yard Odm 1 In Rudniki At A Distance Of Up To 18 Km - 2750.00 M2; - Crushed Aggregate Foundation 0/31.5, Average Thickness After Compaction 10 Cm - Leveling And Strengthening The Existing Foundation - 2,860.00 M2;- Mechanical Cutting Of The Inflated Roadside, 5 Cm Thick, With Removal Of The Gravel At A Distance Of Up To 5 Km - 770.00 M2;- Earthworks - Completing And Profiling The Ditch Slope From The Roadside With G 1 Soil (Purchase Of Material) - 200.00 M3;- Hardening Of The Roadside With A Reclaimed Asphalt Layer Lower Thickness Of 6 Cm After Compaction - 770.00 M2;- Hardening Of The Roadsides With Reclaimed Asphalt After Crushing, Upper Layer 4 Cm Thick After Compaction + Exits - 900.00 M2;- Mechanical Cleaning And Sprinkling Of The Road Surface Improved With Asphalt Emulsion - 5580.00 M2;- Subbase Of Mineral Mixtures - Bituminous Grit Ac 16 P 50/70 Kr 3-4; Thickness After Compaction 7 Cm – 2805.00 M2;- Surface Made Of Mineral-Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S 50/70 Kr 3-4; Thickness After Compaction 4 Cm - All Technological Joints Of The Bituminous Surface Using Bituminous Tape - 2775.00 M2; Intersections With Existing Underground Utilities. In Places Of 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 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 Sub