Tenders Are Invited For Reconstruction Of Yoto Nikolov Vrachev Street, Glozhene Village

The Subject Of This Procurement Is Reconstruction Of Yoto Nikolov Vrachev Street, Glozhene Village. The Object, Subject Of This Public Procurement, Is Located On Yoto N. Vrachev Street, Glozhene Village, Teteven Municipality. The Beginning Of The Considered Section Is At The Intersection With The Republican Road Iii-305 / Pleven – Sadovets – Dermantsi – Gložene/ At Km 0+059, And The End Of The Section Is The Intersection With The Republican Road Iii-358 / Troyan Karnare-Shipkovo-Teteven-Gložene-Yablanica/ At Km 1+336. The Existing Road Surface Is Asphalt Concrete. The Current Condition Has Numerous Longitudinal, Transverse And Network-Like Cracks And Subsidence. Drainage Is Carried Out On The Surface Next To Existing Rain Catchment Shafts. In The Examined Section Of The Street, The Existing Curbs Are In Relatively Good Operational Condition, But Do Not Have The Required Height. According To The Approved Investment Project, The Construction Is Categorized As Category Iv Construction According To Art. 137, Para. 1, Item 4, Letter A Of Zut And Art. 8, Para. 1, Letter A, Item 1 Of Ordinance No. 1 On The Nomenclature Of Construction Types (Sg, No. 72 Of 2003). The Project Described Above Includes The Implementation Of Construction And Installation Activities By Parts: Geodesy; Road And Temporary And Permanent Organization Of Traffic. The Length Of The Considered Section Is Approximately 1118 M. The Implementation Of The Technical Specification For Construction Is Based On The Types Of Smr Determined With The Investment Project And Based On The Design Technical Solutions Of The Designer. The Geometric Axis In The Design Solution Is Guided In The Middle Of The Traffic Lane. Milling Of The Existing Pavement, Laying Of A First Bitumen Spill, Laying Of A Layer Of Loose Asphalt Concrete, Laying Of A Second Bitumen Spill For Connection And Laying Of A Dense Asphalt Concrete Is Foreseen. It Is Planned To Connect The Pavement At The Transverse Discharges With Asphalt Pavement By Means Of Resurfacing With Two Asphalt Layers. Drainage Will Be Carried Out Superficially, By Means Of Transverse And Longitudinal Slopes, As Well As Cleaning Of All Inspection Shafts, Their Lifting And Replacement Of Covers. It Is Planned To Lay New Concrete Curbs 15/25 Cm. With Planned Implementation Of Tactile Stripes With A Contrasting Color. It Is Planned To Lay And Install Horizontal And Vertical Signaling Throughout The Section. Construction And Assembly Works Should Be Performed According To The Approved Investment Project. Full Information Regarding The Scope, Volume And Technical Requirements For The Implementation Are Described And Regulated In The Technical Specification Of The Public Procurement Documentation. ​​​​​​​