Tenders Are Invited For Renovation Of Smeda Street Located In Pi 67708.307.309 And Pi 67708.307.318, Town Of Smyadovo, Commune. Brown

The Subject Of The Public Procurement Is: Renovation Of Smeda Street Located In Pi 67708.307.309 And Pi 67708.307.318, Town Of Smyadovo, Commune. Brown. Smeda Street Is A Class Vi Street From The Secondary Street Network Of The Town Of Smyadovo. According To Its Functional Purpose, Smeda Street Is Classified As A Service Street And Brings The Traffic To Individual Residential, Social Or Other Objects. It Has A Light Traffic Load And A Design Capacity Of Less Than 600 Ela/Hour. A Section From Smeda Street, Located In Pi 67708.307.309 And Pi 67708.307.318 From Bezhanska Street To Hristo Botev Street, Was Examined. A Local Mileage Was Accepted, With The Intersection With Bezhanska Street As The Starting Point, And The Outer Edge Of The Pavement Of The Newly Designed Hristo Botev Street As The End. Situationally, The Street Is Geometrical With Two Straight Lines And One Situational Break. Total Length 613.00 M. The Existing Street Is Two-Way. The Existing Pavement Is Crushed Stone, Partially Compromised, With A Width Of 6.00 M. In Separate Sections Of It There Are Existing Curbs And Sidewalks, Which Are In A Satisfactory Condition And, According To The Instructions Of The Employer, Are Preserved. The Terrain Is Flat To Hilly. Intersections: Street At Pt 17 - Oborishte Street Is 5.50 M Wide - Left And Right, And Paved With Crushed Stone. Street At Pt 29 - Dobrudzha Street Is 6.00 M Wide On The Left And 7.00 M On The Right, And Is Paved With Crushed Stone. Street At Pt 40 - Tutrakan Street Is 6.00 M Wide - Left And Right, And Paved With Crushed Stone. Street At Pt 51 - Borovets Street Is 5.00 M Wide - Left And Right, And Paved With Crushed Stone. Laying Leveling Crushed Stone Up To The Design Level, Ensuring The Laying Of A Wearing Layer Of Dense Asphalt Concrete Type A 4 Cm Thick In Compacted State And Binder 4 Cm Thick. In Advance, The Pavement Is Cleaned Of Sediments And Asphalt Residues. Drainage. There Is No Storm Sewer In The Area. Drainage Is Entirely Surface, With Runoff Occurring Along Curbs And In Side Streets. The Design Longitudinal And Transverse Slopes Ensure Reliable Surface Drainage Of The Roadway. Intersections. It Is Planned To Discharge Side Streets And Areas As Follows: • With Crushed Stone With A Thickness Of 30 Cm And Two Asphalt Layers - Solid Asphalt Concrete 4 Cm And Binder 4 Cm, If They Are Without Permanent Pavement • With Two Asphalt Layers - Solid Asphalt Concrete 4 Cm And Binder 4 Cm, If They Are Asphalt Or Crushed Stone. A Separate Project Part Pobdnm Has Been Prepared, Concerning The Organization Of Traffic During The Operation Of The Road. The Detailed Description Of The Planned Activities Are Indicated In The Prepared And Approved Project, An Integral Part Of The Participation Documentation.