Tenders Are Invited For Reconstruction Of Municipal Road No. 184027N On The Ostrowy - Bryńsk Section

1. Description Of The Subject Of The Order: Reconstruction Of Municipal Road No. 184027N On The Ostrowy - Bryńsk Section.2. The Subject Of The Order Includes The Reconstruction Of The Municipal Road 184027N Ostrowy - Bryńsk On Plot No. 99, 20, Rev. 0004 - Bryńsk, Commune Lidzbark, Poviat Działdowski. 1) Description Of The Existing Conditionthe Existing Municipal Road Is Located On Plot No. 99, 20, Rev. 0004 - Bryńsk, Commune Lidzbark, Poviat Działdowo And Provides Access To The Surrounding Buildings (Detailed Route In The Design Documentation). The Total Length Of The Section Is Approximately 837 M. Existing Technical Parameters: − Width 4.00 M With Approx. Widenings And Narrowings Up To ~3.00 M − Surface Drainage − Gravel Surface 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 By Surface Runoff Of Rainwater Onto Adjacent Green Areas And Roadside Ditches. 3. Designed Scope Of Reconstruction 1) Land Development − Regulation Of Geometric Parameters Of The Road − Local Road Widening By Making A Bed And Sub-Base Made Of Mechanically Stabilized Natural Aggregate − Making Exits From A Mineral-Asphalt Mixture − Sprinkling The Sub-Base With An Asphalt Emulsion − Making A Surface From An Ac16w Mineral-Asphalt Mixture, Thickness 5Cm − Surface Made Of Ac11s Mineral-Asphalt Mixture, Thickness. 4Cm − Construction Of A Roadside Made Of Crushed Stone − Regulation And Improvement Of Drainage − Cleaning Works Along With The Construction Of Greenery 2) Technical Parameters − Road Width 5.00 M − Roadside Width 0.75 M (Local Narrowing) − Road Surface Asphalt Surface − Roadside Surface Ballast Surface − Surface Drainage To Existing Roadside Ditches3) Road Surface Structure Asphalt − Base – G1 − Base - Existing Base Layers Made Of Mechanically Stabilized Natural Aggregate, Crushed Kłsm 0/31.5 C50/30, Thick. 15 Cm, New Substructure Made On The Widenings, Thickness. 20 Cm Of Kłsm 0/31.5 C50/30 Mechanically Stabilized. − Binding Layer - Ac16 Mineral-Asphalt Mixture - Thickness. Layers 5 Cm − Surface - Mineral-Asphalt Mixture Ac11s - Thickness. Layers 4 Cm − Shoulders – Crushed Stone From Kłsm 0/31.5 C50/30, Thickness 15 Cm, On A Leveling Layer Of Sand With A Thickness Of 10Cm. Roadside With A Width Of At Least 0.75 M With An Asphalt Surface.4) Construction Of Entrances With An Asphalt Surface - Subsoil - G1 - Drainage Layer - Drainage Layer Made Of Sand, Thickness. 10 Cm − Foundation Layer Of Mechanically Stabilized Crushed Aggregate Kłsm 0/31.5 C50/30 Gr. 15 Cm− Binding Layer - Ac16 Mineral-Asphalt Mixture - Thickness. Layers 5 Cm − Surface - Mineral-Asphalt Mixture Ac11s - Thickness. Layers 4 Cm5) Technical Infrastructurethe Reconstruction Of The Road Does Not Provide For The Reconstruction Of Other Technical Infrastructure Located In