Tenders Are Invited For Implementation Of Construction And Assembly Works At The Site I Reconstruction And Rehabilitation Of Street Lane And Sidewalks Along Treti March Street From Ok 349 To Ok 329, Pavlikeni
Tenders Are Invited For Implementation Of Construction And Assembly Works At The Site I Reconstruction And Rehabilitation Of Street Lane And Sidewalks Along Treti March Street From Ok 349 To Ok 329, Pavlikeni
The Project Was Developed In Connection With The Need For Reconstruction And Rehabilitation Of Third March Street, Providing A Green Environment, Construction Of Sites For Municipal Waste Containers. As A Result Of The Implementation, The Safety Of The Pedestrian And Car Traffic Will Be Improved, The Operating Costs Of The Vehicles Will Be Reduced And There Will Be A Suitable Car Park. Third March Street From Ok 349 To Ok 329 Is Part Of The Republican Road Iii-303 Levski-Boutet-Pavlikeni-Musina-Pushevo-Kereka. The Beginning Of The Site At Ok 349 Perishes Per Kilometer 2+100, The End Of The Site At Ok 32.9 Perched Per Road Kilometer 1+685. The Asphalt Pavement On The Street Lane In The Section Under Consideration Was Performed More Than 20 Years Ago And Is In A Heavy Operation. The Wear Layer Is Cracked With Many Unacceptable Deformations And Destruction. Demolitions Are Observed In The Asphalt Coating And In Some Places The Crushed Stone Base Is Found On Which The Asphalt Layers Are Laid. Project Solution. A Brief Description Of The Envisaged Activities The Theoretical Street Axis Is Maintained In Its Current Situation. The Width Of The Lane And Maneuvering Are In Accordance With The Current Regulation Of The Street And Meet The Requirements Of The Regulation Rd-02-20-2 For The Planning And Design Of The Communication And Transport System Of The Urbanized Territories. All Situational Elements Are Marked In The Drawings And Are Designed With Maximum Adherence To The Existing Street Position. The Leveling Of The Theoretical Axis Is Designed As Close As Possible To The Existing Terrain Longitudinal Profile And Is Symmetrical To The Street Lane. The Radii Of The Curb Curves At The Intersections Are Tailored To The Existing Radii And The Adjacent Pillars For Electricity And Street Lighting. The Street Rehabilitation And The Reconstruction Of The Sidewalk Are Envisaged. The Intended Flooring On The Street And The Sidewalks Are Marked In The Drawing Plan Floor And The Details Of The Structure In The Drawing Type Transverse Profiles. The Asphalt Pavement Will Be Limited By Concrete Curbs 15/25/50 Cm, And The Green Areas And Trees Are Wrapped In 8/16/50 Cm Garden Borders. In Front Of The Garage Entrances, The Sidewalk Will Be Laid On A Reinforced Concrete Flooring With A Thickness Of 10 Cm, And Below It The Base Of Unflavated Rock Material 0-40 With A Thickness Of 10 Cm. On The Concrete Flooring Will Be Applied Vibration-Pressed Pavements With Dimensions 10/20/6. The Pavement Model Will Further Clarify With The Contracting Authority. The Seats And Execution Of The Container Sites Are Shown On The Floor Plan. A Complete Description Of The Construction Activities And The Requirements For Their Implementation Are Contained In The Technical Specification And The Investment Project - Part Of The Documentation For Participation In The Procedure. The Order Shall Be Opened Under The Conditions Of Art. 114 Of Ppa.
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