Tenders Are Invited For Reconstruction Of The Municipal Road In Jeleń

1. Description Of The Subject Of The Order: Reconstruction Of The Municipal Road In Jeleń. Task Carried Out With Co-Financing From The Agricultural Land Protection Fund.2. As Part Of The Investment Project Consisting In The Reconstruction Of The Municipal Road In The Town Of Jeleń, Plot No. 327 Jeleń District, Lidzbark Commune, Działdowo Poviat, The Scope Of Works Was Adopted As Follows: 1) Description Of The Existing Condition The Municipal Road Provides Access To The Surrounding Buildings (Detailed Route In The Graphic Attachment). The Total Length Of The Section Is Approximately 275.00 M. Existing Technical Parameters: - Width 3.00 M With Approx. Widening And Narrowing - Surface Drainage - Surface Asphalt, Road Slabs, Gravel The Surface Shows A Local Loss Of Load-Bearing Capacity, Manifested By Breakthroughs, Ruts, Cracks And Holes Caused By Atmospheric Precipitation. Lack Of Proper Transverse Profile, Which Hinders Drainage And Makes Proper Maintenance Difficult In Spring And Autumn. The Surface Is Drained Through Surface Runoff Of Rainwater Onto Adjacent Green Areas And Roadside Ditches.2) Designed Scope Of Reconstructiona) Land Development - Regulation Of Geometric Parameters Of The Road - Local Widening Of The Road By Making A Bed And Subbase From Mechanically Stabilized Natural Aggregate - Making Exits From A Mineral-Asphalt Mixture - Sprinkling The Subgrade With Emulsion Asphalt - Surface Made Of Ac16w Mineral-Asphalt Mixture, Thickness 5 Cm - Surface Made Of Ac11s Mineral-Asphalt Mixture, Thickness. 4 Cm - Construction Of A Roadside Made Of Crushed Stone - Regulation And Improvement Of Drainage - Cleaning Works Along With The Installation Of Greenery, In Addition, Within The Connection With The Existing Asphalt Surface, It Is Planned To: - Adapt The New Surface To The Existing Asphalt Surface - Construction Of Roadsides - Cleaning Works3) Designed Technical Parametersa) Technical Parameters - Road Width 4.00 M With Narrowing Up To 3.5 M And Locally Up To 3.20 - Roadside Width 0.75 M (Local Narrowing) - Road Surface Asphalt Surface - Roadside Surface Crushed Stone Surface - Surface Drainage To Existing Roadside Ditches And Unpaved Green Areasb) Construction Of The Asphalt Road Surface - Subsoil - G1 - Subbase - Existing Subbase Layers Made Of Mechanically Stabilized Natural Aggregate, On Widenings And In The Place Where The Road Slabs Were Dismantled, A New Thick Foundation Was Made. 20 Cm Made Of Mechanically Stabilized Crushed Aggregate. - Binding Layer - Ac16 Mineral-Asphalt Mixture - Thickness. Layers 5 Cm - Surface - Ac11s Mineral-Asphalt Mixture - Thickness Layers 4 Cm - Roadsides - Crushed Stone From Kłsm 0/31.5, Thickness 10 Cm With A Width Of At Least 0.75 M For An Asphalt Surface C) Construction Of Entrances With An Asphalt Surface - Substrate - G1 - Drainage Layer - Drainage Layer Made Of Sand, Thickness. 10 Cm - Foundation Layer Of Mechanically Stabilized Crushed Aggregate, Thickness. 15 Cm - Binding Layer - Ac16 Mineral-Asph