Tenders Are Invited For Construction Work – Equipment Funds For Well Work For 3 Years - 2026

Construction Work – Equipment Funds For Well Work For 3 Years - 2026. Drillings To Be Established At The Natural Gas Storage Facilities Operated By Magyar Földgáztáróló Zrt., The Construction Of Manholes For Well Works, As Well As Concrete Or Crushed Stone Paving Of Well Foundations And Access Roads, As Well As Carrying Out Recultivation Works In The Same Areas. Well Bases: Made Of Reinforced Concrete Elements With A Minimum Area Of ​​3000 M2-5000 M2 Planned Quantity Of Well Bases: 15 Per 3 Years The Construction Investment Covers 247 Ch Wells Operated By The Bidder. The Tenderer Will Order The Performance Not Evenly Distributed Over Time, But Grouped According To Work Cycles - In A Way That Requires Parallel Work. Framework Amount: Net Huf 780,000,000. The Bidder Undertakes To Order 70% Of The Framework Amount. Equivalence: In The Case Of Reinforced Concrete Elements, The Bidder Also Accepts An Equivalent Construction Implementation, But In The Case Of Offering An Equivalent Solution In Terms Of Load Capacity With The Prescribed Concrete Elements, The Equivalence Must Be Verified In The Offer With A Geotechnical Expert Opinion. Content And Requirements Of The Geotechnical Expert Opinion Related To Equivalent Material: The Alternative Material Of The Reinforced Concrete Described In The Invitation To Form The Well Foundation Must Also Satisfy The Following Requirements As A Minimum. - The Concrete Compressive Strength Class Of Concrete Element Is C30/37, Its Environmental Class Is Xc2 Based On Msz 4798:2016, The Requirement Of Reinforcing Steel Is Min. B500b According To Msz En Iso 15630-1: 2020. This Must Be Recorded In The Manufacturers Performance Declaration, Which Serves As A Static Expert Opinion. The Formal Requirements Of The Declaration Are Laid Down In Art. 275/2013. (Vii. 16.) Government Decree On The Planning And Installation Of The Construction Product In The Structure, And The Detailed Rules For The Certification Of Performance Must Comply With The Regulations. If The Applicant Wishes To Create A Well Foundation Outside The Concreted Area With Non-Concrete Elements, The Geotechnical-Static Declaration Of Conformity Must Include The 16/2017. (V. 25.) To Declare The Satisfaction Of The Requirements For Layer Thickness, Compactness (Expected Min. Trp=85%) And Load Capacity (Expected Min. E2=120 Mpa – Tt>2.2 T) Contained In Road Technical Regulations Issued According To Nfm Decree (Primarily E-Út 06.02.11 - General Geotechnical Rules For The Construction Of Roads And Highways). 7_2022. The Regulations Of The Building Technical Directive Entitled The Investigation And Evaluation Aspects Of Site Compensation And Load Bearing Of Load-Bearing Soil Structures Of Buildings Marked Épmi (V1_2022. Ix. 1.) Are Authoritative. In Addition, The Contents Of The Following Standards Can Also Be Taken Into Account: - Msz En 13242:2002+A1:2008 Aggregates For Non-Binder And Hydraulic Binder Materials Used In Art And Road Construction - Msz En 1997-1:2006 Eurocode 7: Geotechnical Design Year Lxix Subject To The Law. The Public Procurement Procedure T