The Subject Of This Contract Is The Selection Of A Contractor For The Reconstruction Of The Szr 2153 / Ii -57 Municipal Road, Sarnevo - Radnevo / - Daskal Atanasovo With A Length Of 1.908 Km, Daskal Atanasovo Village, Radnevo Municipality, Stara Zagora District. The Site Has A Developed And Approved Investment Project In The Following Parts: - Part Road - Part Of The Movement Organization - Part Of Temporary Organization And Movement Safety - Part Of Electrical Engineering - Part Of Geodesy - Part Puso - Part Pbz The Project Development Provides For The Repair Of The Site To Be Carried Out In The Following Sequence: Spotting Of The Existing Road Surface To Reaching The Earth Masses By A Project; Construction Of A New Road Floor By The Following Parameters: Asphalt Concrete For Wear Layer - 4 Cm. Asphalt Concrete For The Bottom Layer Of The Coating / Binder / - 4 Cm. Asphalt Concrete For The Bottom Layer Of The Coating / Bitumenized Crushed Stone / - 8 Cm. Crushed Stone With Selected Grainometer - 40 Cm. Given The Technical Characteristics Of The Road, Drainage Will Be Carried Out By A Longitudinal Slope And A Unilateral Transverse Slope Of 2.5 Cm. In The Circular Curves, The Maximum Transverse Slope Reaches Up To 6 %. There Are Existing Small Facilities On The Route And One Bridge Facility As Follows: - Km 1+240 - A Small Facility F600 - Km 1+250 - A Small Facility Ф1000 - Km 1+750 - Bridge Facility The Facilities Do Not Fall Within The Scope Of The Reconstruction. For The Small Facility, It Is Envisaged That Deposit And Mud Are Cleaned, As Well As The Removal Of The Grassy Areas Around It. The Bridge Facility Has A Limited Gauge, Which Is Why The Bandwidth Is Regulated With The Corresponding Signs In The Part Permanent Organization Of Movement. For The Bridge Facility, Only Repair Activities Are Provided For The Restoration Of The Asphalt Pavement, Without Reconstructing The Upper Structure Of The Bridge. A Complete Description Of The Subject Of The Order Are Contained In The Attached Technical Specification
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