Tenders Are Invited For Reconstruction Of Municipal Road No. 71P In Siernicze Wielkie

. The Task Will Consist In Carrying Out Construction Works In The Road Sector. In Its Existing Condition, The Municipal Road Has A 4.00 M Wide Hard Surface. Development Of Design Documentation Entitled Reconstruction Of Municipal Road No. 71 P In The Town Of Siernicze Wielkie Covers The Following Works: A) Profiling And Laying Construction Layers; B) Construction Of Road Surfaces And Exits From Asphalt Concrete; C) Construction Of Roadsides Made Of Crushed Stone; D) Clearing Of Bushes; E) Execution Of Traffic Organization And Road Safety Elements. The Investment Is Surrounded By Farm Buildings And Agricultural Areas. The Road Municipal Road Intersects With District Road No. 3050P. The Investment Was Designed Using The Following Technical Parameters: A) Lane Width 2.00 M; B) Roadside Width 0.50 M; C) Drainage: Surface To The Adjacent Area; D) Technical Class: D-Access; E) Administrative Category: Municipal Road; F) Design Speed: 30 Km/H; G) Cross-Section: 1X2; H) Traffic Category: Kr O. The Total Length Of The Reconstructed Road Is 971.84 M. The Axis Of The Reconstructed Road Was Designed In A Way That Ensures Technical Parameters Expected For A Class D Road. The Geometry And Elements Of The Route In The Plan Are Shown In Fig. 2.0 Site Plan. The Axis In The Plan Was Designed In Such A Way As To: - Provide Access To All Adjacent Properties, - Avoid Reconstruction Of Existing Facilities And Fences. The Road Grade Should Be Laid Over The Existing Terrain, Assuming Minimum Longitudinal Slopes To Ensure Proper And Efficient Drainage Of Rainwater To The Adjacent Area. In The Cross-Section On A Straight Section, A Transverse Slope Of The Two-Sided Road Of 2% Towards The Roadside Was Assumed. It Is Assumed That The Road Will Be 4.00 M Wide And The Roadsides Will Be 0.50 M Wide And Have A Slope Of 8%. Detailed Solutions Adopted In The Project Are Presented In Fig. 3.0 Normal Cross-Sections. - Wearing Course: Ac 11 S 50/70 - Thickness. 7 Cm; - Basic Subbase,: Mixture Unbound With C90/3 Aggregate, Grain Size 0/63 - Gr. 17 Cm. Drainage Of The Reconstructed Road Will Be Carried Out On The Surface Through Appropriate Transverse And Longitudinal Inclinations Ensuring Efficient Drainage Of Rainwater To The Adjacent Area. It Is Assumed That The Roadsides Will Be Made Of Crushed Stone 0/31.5 Mm Thick. Min. 15 Cm By 0.50 M Width. The Completed Roadside Should Be Appropriately Compacted And Profiled With An Inclination Of 8% Towards The Border Of The Road. A Detailed Description Of The Subject Of The Order Is Included In The Design Documentation, Technical Specifications For The Execution And Acceptance Of Construction Works, And An Offer Cost Estimate (The Offer Cost Estimate Is Auxiliary And Should Not Be Attached To The Offer), Which Constitute Annex No. 1 To The Swz