Tenders Are Invited For Reconstruction Of The Internal Road In Mąkolno Km.0+000-0+354 No. 693/1, 606/17, 691 ... in Poland

Work Detail

Reconstruction Of The Internal Road In Mąkolno Km.0+000-0+354 No. 693/1, 606/17, 691/5, 694/1 And 814/1 Along With The Bridge. The Above Task Will Be Co-Financed From The State Budget As Part Of A Special Reserve Created For Counteracting And Removing The Effects Of Natural Disasters. Detailed Description Of The Subject Of The Order: The Section In Question Is An Access Road To The Property And Fields. Cultivated Land From The District Road. The Length Of The Section Is 354.00 M. Currently, The Surface Is Made Of Various Types Of Stone Aggregates, Including A Dirt Surface. The Condition Of The Surface Is Characterized By Numerous Potholes, Dips And Ruts. This Situation Poses A Significant Threat To Road And Pedestrian Traffic, Especially Since The Section Is A Pedestrian And Roadway. Along The Entire Route, The Raised Shoulders Cause Rainwater To Flow On Part Of The Road, Washing Out Its Surface. The Existing Culverts Partially Require Renovation. Ditches Overgrown With Bushes And Silted Up Require Renovation. The Existing Bridge Structure Requires Renovation By Replacing Damaged Balustrades, Insulating The Load-Bearing Structure Slab, Reprofiling Major Concrete Losses, Making New Surfaces On The Bridge, And Others. In The Profile, The Designed Road Has Been Adjusted To The Existing Terrain Elevations With Minor Corrections In Places Where Local Surface Collapses Occur. One-Sided Slopes Of 2% Have Been Designed On The Entire Sections Of The Road. Designed Land Development. Road Length: 354 M. Road Category: Municipal Road. Road Class: D-Access Road. Design Speed: 30 Km/H. Relevant Speed: 40 Km/H. Type Of Road Surface: Double-Layer Bituminous. Surface Width: Single Carriageway. Average Width: Section. 3.5-4.0 Msides: Hardened With Stone Materialdescents: Renovation Of Existing Exits To The Propertythe Road Drainage Will Be Implemented Through Designed Longitudinal Slopes And Transverse Slopes Towards The Existing Ditches And Into The Adjacent Area. As Part Of The Drainage Works, Renovation Of Existing Culverts Was Planned By Replacing Damaged Elements Such As: Rings, End Walls. The Described Investment Also Includes The Renovation Of An Existing Road Bridge Structure, Consisting In Replacing The Insulation Of The Bridge Slab Along With The Implementation Of An Anchored Leveling Layer, Replacing Damaged Balustrades On The Bridge, Filling In Concrete Losses In The Structure Of The Load-Bearing Structure Slab, Including Gluing Carbon Fiber Tapes And Providing Anti-Corrosion Protection. On The Surfaces Of Reinforced Concrete Structures. The Planned Renovation Will Retain The Existing Stone Abutments, Where Minor Joint Defects Are Planned To Be Filled. No Works Are Planned In The Mąkolnica Stream Bed. The Location Of The Facility Does Not Change Its Location And Is Related To The Planned Reconstruction Of The Municipal Road Constituting Access To Properties No. 63 And 65 In The Town Of Mąkolno. The Designed Works Are Necessary To Be Performed Due To Th

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