Tenders Are Invited For Extension Of Municipal Road No. G1001p In Naprusewo

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 The Municipal Road Intersects With The 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 Has Been Designed In A Way That Guarantees 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 Devices 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 Substructure,: 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. The Subject Of The Order Should Be Completed Completely, With Due Care, In Accordance With Applicable Law, Standards And Principles Of Construction Practice, And Standards Of Modern Technical Knowledge And Technology. A Detailed Description Of The Subject Of The Order Is Attached As Annex No. 1 To The Swz, I.E. Documentation Of The Procedure. The Subject Of The Order Must Be Performed In Accordance With Polish Standards, With The Provisions Of Law Currently In Force In A Given Field, Including The P