Tenders Are Invited For Construction-Site Supervision Services-Selection Of A Contractor For The Preparation Of A Complex Conformity Assessment Report With The Basic Requirements For Construction And Technical Control According To The Structural Part And The Exercise Of Construction Supervision During The Construction Of The Site: Strengthening And Restoration Of The Republican Road Iii-602 (Op. Bobov Dol At Km 27+100 On The Right

Construction-Site Supervision Services-Selection Of A Contractor For The Preparation Of A Complex Conformity Assessment Report With The Basic Requirements For Construction And Technical Control According To The Structural Part And The Exercise Of Construction Supervision During The Construction Of The Site: Strengthening And Restoration Of The Republican Road Iii-602 (Op. Bobov Dol At Km 27+100 On The Right. The Subject Of The Present Public Procurement Is “The Selection Of A Contractor For The Preparation Of A Complex Conformity Assessment Report With The Basic Requirements For The Construction And Technical Control Under The Part“ Structural ”And The Exercise Of Construction Supervision During The Construction Of The Site:“ Strengthening And Restoration Of The Republic Road Iii-602-Kyustendil-Radomi) 27+100 On The Right. The Site, In Accordance With The Regulatory Requirements And In Compliance With The Agreed Terms. Short Description: The Road Section Is Located Outside The Settlement, Entirely In Mountainous Terrain. There Is No Evidence Of The Design Speed For Which The Geometric Elements Of The Road Are Defined. Situation, The Section Is Located In The Curve. There Is A Longitudinal Slope, Descent (Growing Mileage). The Section Is In A Mixed Profile: On The Left - In Excavation: Sloping Of Earth Soils And Rock Pieces, And On The Right - An Embankment, In The Affected Section It Collapsed About 1.00 M To 1.20 M. The Subject Of The Study Is The Section From Km 27+050 To Km 27+250. The Road In The Section Has Two Lanes, With The Following Gauge: Lanes: 2 X 3.75 M - 6.50 M; Banquet Width: 2 X 1.25 M; Construction Of The Existing Flooring Before Preventive Repair: Wear Layer Of Asphalt Concrete 4 Cm; Binder 4 Cm; Crushed Stone 50 Cm At The Preventive Repair Of 4 Cm Was Laid In 2018. Asphalt Concrete 4 Cm; Binder 10 Cm; Crushed Stone (0-63 Mm) 46 Cm; Geomrivation; Crushed Stone (0-63 Mm) 30 Cm; Geomrivation; Crushed Stone (0-63 Mm) 30 Cm; The Geomrege. The Drainage Of The Area Is Resolved By Longitudinal And Bilateral Transverse Slopes. There Is An Earth Trench On The Left. At Km 27+178, A Ulcerative Gutter Was Built, Which Is Not Compromised. On The Right, The Cap Is 92 M Long, With The Compromised Area Collapsed (About 32 M). The Last Preventive Repair Of The Section Was Carried Out In 2018, And In The Coming Years The Maintenance Was Carried Out Within The Framework Of The Program For The Ongoing Repair And Maintenance Of The Road Infrastructure Agency. The Injured Section Also Includes The Section Of Km 27+110 To Km 27+140, At Which Local Repair Was Carried Out In The Right Lane For The Increasing Mileage During The Last Preventive Repair. In The Compromised Section No