Tenders Are Invited For Construction Supervision Services - Supervision Services For The Works For The Investment Objective Călieni - Nănești, Vrancea County

Construction Supervision Services - Supervision Services For The Works For The Investment Objective Călieni - Nănești, Vrancea County. The Contracting Authority Wants To Conclude A Contract For Providing Services In Order To Ensure The Supervision Services From A Qualitative And Quantitative Point Of View, Of The Construction Works For The Investment Objective, Călieni - Nănești Enclosure, Vrancea County Through The Construction Site Directors, Attest The Purpose Of The Supervision Service For The Authority For The Authority. The Contractor Of The Work Will Fulfill All The Contractual Obligations, As Stipulated In The Execution Contract, Will Comply With The Legal Provisions, The Technical Projects And The Specifications/Requirements Of The Beneficiary. Verification Of The Correct Execution Of The Construction Works, For The Investment Objective, For Which The Supervision Service Is Requested, Will Be Done By Authorized Yard Management In The Fields Requested In The Specifications: The Supervised Works Are The Following: The Hydrotechnical Construction Works That Will Be Executed Are Described On Objects Below:  Ob. Construction: A) The Existing Dams That Do Not Have The Height Corresponding To The Calculation Flow 1%+Climate Change; B) The Arrangement Of The Coronation Of The Dams In The Areas Where They Do Not Respect The Width At The Crown; C) Monitoring System Using Fiber Optic.  Ob. 2 - Rehabilitation Of The Existing Dams Are Provided With Subtravers With The Role Of Eliminating Water From The Premises In The River Or At The Existing Pumping Stations. In The Body Of The Pier Compartment I There Are 5 Subtravers, 4 Subtravers Having The Diameter Dn 600 And One Having The Diameter Dn 1000. In The Body Of The Compartment There Are 3 Subversions, 2 Subtravers Having Dn 600 And One Having Dn 1000. Mr. Dr. Eng. Costică Sofronie. In Order For The Sub -Crossings In The Two Compartments To Be Functional, The Following Construction Works Will Be Performed: • Recovery Of The Upstream Access Area And The Downstream Area Of ​​Water Exhaust Consisting Of Concrete And Concrete Walls. The Concrete Deletions (Upstream And Downstream) Will Have The Length, L = 3.00 M, Thickness, G = 0.20 M And The Variable Width. Under The Concrete Deletions (Upstream And Downstream), A Layer Of Ballast With Thickness, G = 0.15 M And A Kraft Paper Between Concrete And Ballast Will Be Posed; • Recovery Of Reinforced Concrete Eras (Upstream And Downstream). The Reinforcement Of The Eardrums Will Be Done With Concrete Steel Type B 500 C (Bst 500), With The Diameter Of The Bars,  10 In Both Directions; • Replacing The Concrete Tubes In The Body Of The Dams With Premo Tubes, Having The Diameter Dn 600 And Dn 1000, As Well As The Existing Diameters. In Order To Replace The Existing Tubes In The Body Of The Dams, Excavations Will Be Executed. The Excavated Material Will Be Stored In The Area

9,31,200 - RON

FileName	File Description
Global Tender Document	Tender Notice