Tenders Are Invited For Structural Steelworks - Smb - Pmu - Ve B -305-3 Stahlbau Roof Structure According To Din 18299, 18335, 18340, 18363, 18364, 18459 - Award 2131/2025

Structural Steelworks - Smb - Pmu - Ve B -305-3 Stahlbau Roof Structure According To Din 18299, 18335, 18340, 18363, 18364, 18459 - Award 2131/2025. Ve B-305-3 Steel Construction Roof Structure According To Din 18299, 18335, 18340, 18360, 18364, 18451, 18459 Atv Din 18299 Construction Site Facility Atv Din 18334 Room And Timber Work Atv Din 18335 Steel Construction Work Atv Din 13360 Metal Construction Work Atv Din 18363 Painting And Paintwork- Coatings Atv Din 18364 Corrosion Protection Work On Steel Buildings Atv Din 18451 Referendums Atv Din 18459 Demolition And Dismantling Work Description- Dismantling Of The Existing Roof Skin Including The Wire Glazing (Approx. 3,800 M2) And Your Support Profiles (Approx. 90 T) No Longer Required Traversen And Additional Constructions In The Area Of ​​The Historic Roof Binders (Approx. 27 T), - Dismantling Of The Partially Fertile Maintenance Bars And Intermediate Maintenance And Intermediate Constructions (Approx. 32 T), - Dismantling Of The Historical Light Ceilings Including Glazing (Approx. 1,750 M2), Steel Beam Rust (Approx. 60 T) And Massively Trained As A Stone Skirt Rand Strips (Approx. 120 M3), - Dry Rays Of The Historical Binder Constructions To Be Preserved (Approx. 3,000 M2 Preparation Degrees Sa 2 1/2) For The Removal Of Leading Coatings, Visual Inspection And Further Examinations By Din En Iso 9712 Qualified And Certified Personnel, Damage Mapping Of The Historical Construction And Installation Planning On It. Refurbishment Measures After The Specification Of And In Coordination With The Object And Structural Engineer Including The Necessary Static Evidence And Evidence Of The Residual Validity Of Damaged Rods, Screw And Rivet Connections,- Execution Of The Planned Renovation Measures After The Release Of The Workshop And Assembly Planning, Exchange Of Parts Of The Historical Design Members, E.G. B. Psettes, Throat And Roasting Savings (Approx. 130 T) After The Specification Of The Structural Engineering And The Necessary Manufacturing Workshop And Assembly Planning As Well As Static Evidence,- Installation Of The Necessary Additional Income Members, Rolling And Four-Man Carriers, Traversal And Steel Frame Systems For The Later Hanging Of The Light Blankets (Approx. 200 T And Approx. 5,000 M2 Preparation Degree Sa 2 1/2) And Required Production Workshop And Assembly Planning Including Static Evidence, - Presentation Of The Interfaces Specified By The Structural Engineer To Depend On The Lighting Cover Construction By The Interfaces Specified By The Structural Engineer For The Installation Of The Glass Roof Construction Through The Application Of The Structure Planner Through The Application Of The Lodge. Newly Built Steel Parts, (Approx. 8,000 M2), - Apply A Reactive Fire Protection Coating On Selected Components (Approx. 350 M2), - Cover Coating Of All Components, (Approx. 8,350 M2), - Documentation Of All Services According To The Project -Related Documentation Guideline. Appointments