Tenders Are Invited For Road Construction Works – Design, Execution Of Works, Technical Assistance And Techn ... in Romania

Work Detail

Road Construction Works – Design, Execution Of Works, Technical Assistance And Technical Verification For The Investment Objective Rehabilitation Dj208, Km 60+700 - 77+500, Dolhasca - Dolhești - Preutești - Hârtop, Suceava County. The Purpose Of The Purchase Is The Preparation Of Technical Documentation (Pt, Dde And Technical Assistance From The Designer), Verification Of Technical Documentation And Execution Of Construction Works For The Investment Objective Rehabilitation Dj208, Km 60+700 - 77+500, Dolhasca - Dolhești - Preutești - Hârtop, Suceava County. The Present Procedure For Awarding The Design, Works Execution, Technical Assistance And Technical Verification Contract Had In Mind The Provision Of The Following Aspects: Pte Phase Design Services, In Accordance With The Technical Expertise And D.A.L.I. - Completed In 2025: • Technical Documentation Necessary To Obtain The Approvals / Agreements / Authorizations • The Project For The Authorization Of The Execution Of The Works – D.T.A.C. • The Project For Organizing The Execution Of The Works – D.T.O.E. • The Technical Execution Project, Specifications, Execution Details – P.T.E, C.S, D.D.E • As Built • Technical Assistance From The Designer Throughout The Execution Period Of The Works Technical Quality Check Of Pth And Execution Details - Technical Quality Check Of The Project For All Essential Requirements In Accordance With The Provisions Of Law No. 10/1995 Regarding Quality In Construction, With Subsequent Amendments And Additions Execution Of Works: - Execution Of Works In Accordance With The Verified Pte Documentation And Based On The Execution Details Documentation Related To The Technical Project. The Main Works Proposed To Be Executed Consist Of: An Asphalt Dressing - Roadway Part 8.0 M (Anti-Crack Geocomposite + 7 Cm Bad 22.4+5Ba16) – 17005 Ml; A Correction Layer And Bringing To The Profile From Ba 22.4 – 3750 Tons; A Layer Of Asphalt Mixture - 2500 Tons; A Road Platform Embankment 47400 Mc; A Ballast Foundation Layer – 19450 M3; An Access Bridge To The Properties - 363 Pcs.; A Roadable Gutter - 1027 Ml; A Drain Under The Bottom Of The Ditch - 3150 Ml; O Walled Ditches – 14498 Ml; A Relocation Of Pavements From Cobblestones With Elevation - 7400 Sq M; A Relocation Of Borders 20X25 – 8890 Ml; A New Pavement Made Of Paving Stones - 1890 Sq M; O New Borders 20X25 – 2720 Ml; A Metal Parapet N2 – 9737 Ml; A Pvc Tube Sewer Dn 400 - 391 Ml; A Dormitory For Visiting Dn 1000 – 18 Pcs; O Drains - 10 Pcs.; An Increase In The Level Of Existing Chimney Caps - 171 Pcs.; An Arrangement For Access To Properties With Ballast - 2100 M2; A Demolition Of Existing Concrete - 2500 M3; O Earth Fills On The Slopes - 4500 M3; A Level Crossing Arrangement With The Railway - 1 Piece; A Deep Parapet Foundation – 1143 Ml; A Rehabilitation Of 12 Bridges And Decks, According To The Description In The Project; A New D5 Bridge – 1 Pc.; A New C3 Bridge – 3 Pcs.; A New D2 Bridge – 1 Pc; A New P2 Bridge – 7 Pcs.; A Tubular Bridge Dn 1000 New – 5 Pcs; A New Tubular Bridge Dn 800 – 14 Pcs.; O Side Road Pavements Made Of Premo Tubes Ø500 – 27 Pcs.; O Bus Stops – 14 Pcs.; O Lighted Pedestrian Crossings With Poles; A Development Of Side Roads - 66 Pieces; A Road Sign - 17,005 M

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