Tenders Are Invited For Renovation Of The Municipal Road In Wypychów

1. General Description Of The Subject Of The Order. The Subject Of The Order Is The Construction Of A Surface On The Municipal Road In The Town Of Wypychów, Plot 228, Wypychów - Podlesie District, With A Length Of 748.41 M And Reconstruction Of The Intersection Of Municipal Road No. 101852, Plot No. 228, Wypychów - Podlesie District, To The Provincial Road No. 483 Łask - Częstochowa In The Town Of Wypychów - Zelów Commune. Road: In The Road Lane, A 4.50 M Wide Driving Lane Consists Of: A Stone Aggregate Surface With A Diameter Of Gr. 2 Cm On A Cinder Base With A Diameter Of 12 Cm Thick, Is Generally Damaged, With Bumps And Defects. The Route Of The Vehicular Traffic Lane Is Unregulated. The Gradeline Is Partially Adjusted To The Height Of The Existing Slopes. Along The Entire Length Of The Road, The Cross Slopes Are Partially Profiled. Rainwater Flows Into Existing Roadside Ditches, Which Are Silted Up In Most Sections, Or Into The Road Plot. The Use Of The Existing Roadway Causes Further Frequent Deformation And The Formation Of Stagnant Rainwater, Which Also Increases Repair Costs. The Subsoil Contains Soils Of The G1 And G2 Groups, Which Are Low-Density And Questionable, I.E. Fine, Brown-Gray Sands, And There Are Clays At A Depth Of 0.60 M. There Is Local, Medium-Intensity Traffic Along The Road. Underground Infrastructure: - Water Supply - Underground Power Cables, Connections - Overhead Power Network Traffic Structure: Passenger Cars And Delivery Vans, Agricultural Equipment Vehicles And Trucks. The Renovation Will Significantly Improve Communication And Ensure Safety For Drivers And Pedestrians. It Will Eliminate Dust, Which Was A Big Nuisance For Residents. Design Solution: A. Technical And Design Data For The Road Renovation: 1. Road Length - 748.41 Mb2. Road Surface Width: - 4.50 M Roadside Width - 0.50 M3. Municipal Road Class D – Access4. Design Speed - 30 Km/H5.Traffic Load - Kr16.Transverse Slope: - Roof 2%7.Road Surface: Asphalt Concrete On A Dolomite Crushed Stone Base.B. The Route Of The Designed Road Coincides With The Existing Route And Is Within The Legal Limits Of The Road.C. The Road Grade Was Adjusted To The Existing Slopes And To The Height (Ordinate) Of The Entrances. Surface Construction Sections: For The Access Road, Assuming Light Traffic Load /Kr1/ And Maintaining The Requirement Of Frost Resistance Of The Surface - The Following Pavement Construction Layers Were Adopted: Existing Subgrade, Soil Group - G1 And G2. Layers From The Ground: A/ Stabilization Layer Made Of Cement And Sand Mixture. Rm = 2.50 Mpa Thickness. 12 Cm From The Plant, B/ The Lower Layer Of The Foundation Is Made Of Crushed Dolomite. About Fri. 0/63 Mm Thick 15 Cm, C/ Upper Layer Of Foundation Made Of Dolomite. About Fri. 0/31.50 Mm Thick. 7 Cm, D/ Binding Layer – Asphalt Concrete Ac11w - Thickness. 4 Cm, E/ Wearing Layer - Ac8s Asphalt Concrete - Thickness. 3 Cm. Intersection: Description Of The Existing Condition Provincial Road: The Area For The