Tenders Are Invited For Boboszów Access Road To Agricultural Land

1. The Subject Of The Order Is The Implementation Of The Task Boboszów Access Road To Agricultural Land, Regarding The Reconstruction Of The Municipal Road Located On Plots No. 176, 184, 172 And 171, 360 Meters Long, Boboszów Precinct, Międzylesie Commune - Rural Area (Identifier 020810_5.0001). 2. Description Of The Technical Condition Of The Facility And Type Of Works: 2.1. The Beginning Of The Reconstruction, I.E. P. 00, Is The Junction Of The Reconstructed Unimproved Road (On Plot No. 176) - With The Asphalt Concrete Surface Of The Transverse Municipal Road Plot No. 106 (At The Intersection, The Height Of Property No. 31). Generally, The Width Of The Road Surface Is: From 2.4 M To 3.0 M (Usually 2.5 M). The Width Of The Road In Its Initial Part Is Fixed By The So-Called Wear And Tear And Ad Hoc Repairs Of The Surface With Aggregates. The Road Has Practically No Shoulders, The Side Widenings Of The Road Crown Are Made Of Dirt And Topsoil - With Low Load-Bearing Capacity And Not Everywhere. On An Ad Hoc Basis, In Damaged Places (At The Beginning Of The Reconstruction On Plot No. 176), The Surface Was Repaired In Spots With Road Aggregates, But It Is Still Rutted And Potholed Due To Its Poor Load-Bearing Capacity And Intense Vehicle Traffic In The Town Of Boboszów - Towards Arable Fields And Properties No. 32, 33 And 34. From The Height Of Property No. 32, The Road Is Typically Dirt (Plot No. 184), With No Traces Of Aggregate Repairs, It Is Covered With Turf. Only On The Plot Of Dr. No. 172 - From The Entrance To The Forest Towards Plot No. 171, Its Condition Is Better - Hardened With Aggregates. The End Of The Road On The Plot Of Dr. No. 171 Is Improved With Asphalt Concrete. The Side Branch Of The Road On Plot No. 172 (Towards Properties No. 34 And 35) Is Covered With Turf - Without Aggregate Hardening.2.2. In 2025, The Międzylesie Commune Ordered The Determination Of The Boundaries Of Plots No. 176, 184, 172, 171 Along With The Permanent Stabilization Of Boundary Points In The Field. The Contractors Remuneration Should Include Surveying Services To Perform The Works Within The Existing Legal Limits.2.3. From Floor 00 To The 7Th Metro (At Plot No. 106) And On Plot Dr. No. 171 (At The Exit From The Other Side), The Existing Asphalt Concrete Surface Should Be Dismantled And A New Surface With Construction Layers Should Be Constructed As Designed On The Entire Road From P. 00 To 360 M2.4. The Road Structure Should Be Made By Channeling It At A Depth Of 360 M, Compacting The Bottom Of The Structures Foundation To A Minimum Coefficient Of 0.95 (With Possible Granulation), Laying The First Layer Of Foundation Made Of Crushed Stone With A Diameter Of 63 Mm (Acting As The Lower Drainage Of The Road Structure) - 25 Cm Thick With Caving, Laying A Layer Of Separation Geotextile On It (Small Aggregate Fractions Will Not Penetrate From The Upper Layer Of The Foundation To The Lower One), On Which A Layer Of Road Mixture With Continuous Grain Size 0/63 Mm C