Tenders Are Invited For Reconstruction Of The Road In Młynki On Plot No. 631 in Poland

Work Detail

The Subject Of This Study Is The Reconstruction Of An Internal Road Located In The Town Of Młynki, Located In The Wodynie Commune, Siedlce County, Masovian Voivodeship. The Scope Of The Study Includes: - Reconstruction Of The Surface, - Reconstruction Of Roadsides, - Reconstruction Of Regular Exits. - Construction Of Vertical Markings - According To Separate Study Permanent Traffic Organization Project. The Investment Aims To Improve Road Traffic Safety, Ensures The Coherence Of The Public Road Network And, By Increasing The Technical Standard, Affects The Preservation Of The Coherence Of Municipal Roads. In Its Existing Condition, The Investment Area Is A 3.00 M Wide Road Hardened With A Concrete Mixture Running Through The Built-Up Areas Of Młynki. The Investment Area Is Located In A Flat Area With Natural Slopes Of An Average Of 3.0%. The Area Covered By The Study Is Partly The Surface Of The Internal Road And Partially The Uncultivated Area. The Area Around The Surface Of The Internal Road Is Covered With Grass. 1) Designed Land Development. Technical Parameters Of The Internal Road: - Technical Class - Internal - Traffic Category - Kr0 - Subgrade Load Group - G3 - Design Speed - 30 Km/H - 1X1 Two-Way Trail Cross-Section - Road Width - 3.50 M, - Roof Cross-Section With An Inclination 2%, - Width Of Roadsides 2X0.75 (0.25) M - Length Of The Section 435.00 M2) List Of Areas: Road Surface Area: 1550 M2, Hardened Roads Area: 450 M2.3) Other Information And Data4) Impact Of The Designed Elements On The Environment The Implemented Investment Will Not Worsen The Existing Condition Of The Environment And Will Not Pose A Threat To Groundwater. Water Runoff From The Road Strip Does Not Exceed The Levels Pollution (Protection Is Provided By Natural Green Belts).5) External Facilitiesthe Reconstruction Works Do Not Include The Reconstruction Of The Existing Underground Utilities.The Existing Water Supply Network Gate Valves Will Be Subject To Height Regulation.On The Section Of The Internal Road In Question, There Are No Land Developments That Would Conflict With The Investment.6) Designed Gradelinethe Road Gradeline Is Closely Related To The Existing Road Gradeline Due To The Construction Being Made As A Package Of Asphalt Layers With A Total Thickness Of 4Cm And A Subgrade With A Total Thickness Of 4Cm 35 Cm Thick Laid In The Constructed Road Bed.7) Designed Pavement Structure In Connection With The Planned Reconstruction Of The Internal Road - Due To Its Condition, Part Of The Structure Was Designed To Be Strengthened. When Designing The Structure As A Package Of Asphalt Layer And Aggregate Base With A Total Thickness Of 25 Cm For The Road In Question, The Technical Parameters That Should Be Met By Public Roads And Related Construction Devices And Their Location Were Taken Into Account. Requirements Regarding: - Safety Of Use, - Load-Bearing Capacity And Stability Were Taken Into Account. Structure, - Safety Due To Fire Or Other Threats, - Environment

Contact Information