Tenders Are Invited For Building Construction Work - Execution Of Works For The Modernization Of The Educational Unit Special Gymnasium School Constantin Păunescu

Building Construction Work - Execution Of Works For The Modernization Of The Educational Unit Special Gymnasium School Constantin Păunescu. The Intervention Works On The Building Body C1 Of The Special Secondary School Constantin Păunescu Consist In: A. The Intervention Measures Proposed At The Level Of The Non -Structural Components: • The Restoration Of The Facade By Achieving An Adequate And Fixed Thermosystem; • Local Repairs At The Level Of Finishes; • Change Of Installations; • Fixing The Furniture Bodies And The Equipment To The Structural Elements; • Proper Anchoring Of Non -Structural Components - Furniture And Installations; • Proper Insurance Of Ceilings Or Other Non -Structural Components; • New Works Will Be Ordered For The Approval Of The Isu For The Desired Function, Works That Will Be Included In Those Of Consolidation And Rehabilitation; B. The Measures Of Interventions Proposed At The Level Of The Structural Components: • Boiling New Or Extended Gaps; • Crack Repairs From The Floor Level By Injection With Resins; • Repair Of Concrete Appearance With Repair Mortar With The Protection Of The Exhibited Reinforcement; • Closing Of Voids Of Unused Installations; • Repairs At The Level Of Joints Between Bodies; • Repairs To The Facade And Coverings- Layers Of Terrace; • Restoration Of Ceilings; C. The Intervention Measures -Consolidation: • Making A Consolidation To The Walls For The Walls. Consolidation Will Involve Increased Capacity For Both Cutting And Momentary Strength. • The Consolidation Will Be Done By The 6 Cm Shirt With C20/25 Twisted Reinforced Concrete On Both Sides On The Interior Walls. • In Order To Raise The Level Of Seismic Protection, The Shirt Of The Bca Walls With Reinforced Concrete Will Be Considered, Along The Entire Height Of The Building. The Walls Will Be Plated On Both Sides With Concrete Torcreted Class C20/25 In Thickness Of 6 Cm On The Face. The Reinforcement Will Be Performed, Preferably, With Independent Bars Φ8/150Mm Or Φ6/100Mm Horizontal And Vertical. If Necessary, Welded Nets With The Same Thickness And Distribution Of Bar Can Be Used. The Walls That Delimit The Stairs Will Be Liked Only One Face - The Face Of The Staircase. • The Transverse Walls (Axes K, C, A) And The Interior Longitudinal Walls Of The Corridors (Axes 2, 13) Are On The Side Wings. On The Central Wing, The Walls Of The Central Corridor And The Main Transverse Walls (Axes 4, 5, 8, 11) And The Walls That Borde The Access Stairs Are Shone. • Through The Details Of The Technical Project, The Continuity Of The Reinforcement Bars Will Be Ensured At The Passage Through Vertical And Horizontal Elements. • The Vertical Bars Of The Shirt Of The Walls In The Ground Floor Will Be Anchored By Mustaches Left In Beams Performed Under The Floor Plate Or Anchored In The Basement Walls Or The Foundation Beams, As The Case May Be. After Strengthening On The Education Unit, The Studied Can Be Intervened, Without Negative Influence The Resistance, Stability And Behavior In Operation Of The Building, With The Following Types Of Works: • Modification Of Interior Circulations • Location Of An External Lift • Access Ramp For People With Disabling