Contract Notice Electrical Installation WorkFes Lv06 ElectricDescription The Friedrich Ebert School In Mannheim Waldhof Was Built In 1966 As An Elementary School With Adjoining Childrens Home The Architectural Appearance Of The School Is Characterized By The Combination Of Ocher Yellow Exposed Masonry With Exposed Concrete Parts The Entire Complex Is A Listed Building Remodeling And Renovation Measures Are Planned For Future Use As A Full Time Elementary School Without Making Any External Changes To The Structure The Building Is Made Accessible By The Installation Of Elevators And Wheelchair Ramps The Preventive Structural Fire Protection Is Secured By Additional Escape And Rescue Routes Over The Roof Dimensions Total Length North Wing Approx 140 00 Mtotal Building Depth Approx 54 00 M Largest North South Extension Building Heights Okt To Ok Attic Ofapproximately 3 60 M North Side Kitchen Tract Toca 13 20 M South Side 3 Storey Class Tract Structurenorth Wingessentially Single Storey The Western Part Administrative Wing Three Storey Kg Ec 1St Floor Kg With Technical And Workshop Roomsec And 1St Floor Administrative And School Rooms In The 1St Floor Computer Room With Rising Pews Light Room Heights Of About 2 85 M To About 4 35 Mclear Room Height Kg From Approx 2 67 M To Approx 3 00 Min The Eastern Area Gymnasium With A Clear Ceiling Height Of Approx 6 30 M And Gymnastics Hall Later Refectory With Oval Floor Plan Clear Room Height Approx 5 50 Mhallthe Single Storey Hall Between The Northern And Southern Structures With A Highly Articulated Non Rectangular Floor Plan With Many Height Differences On The Floor And Ceilinglight Room Heights Of About 2 20 M To About 3 55 Mthe Hall Will Be Made Accessible With New Wheelchair Ramps And Lifts South Wing Classrooms The South Facing Classrooms Are Built On Three Levels With Staggered Levels Ground Floor 1St And 2Nd Floor And In Pairs Accessed Via The Intervening Staircases Some With Sloping Walls In The Floor Plan Clear Room Heights About 3 50 Mconstruct Foundation With Strip And Point Foundations Made Of Reinforced Concrete Load Bearing Reinforced Concrete Skeleton With Supports Over And Undercarriages In Exposed Concrete With Board Formwork Infills And Load Bearing Outer And Inner Walls As A Two Sided Exposed Masonry Made Of Facing Bricks External Walls 36 5 Cm Two Shelled 2 X 11 5 Cm With Interposed Air Layer 13 5 Cm Inner Walls 24 Cm Reinforced Concrete Ribbed Ceilings In Areas With Visible Undersides With A Thin Approx 2 Cm Thick Concrete Shell Flat Roofs As Ribbed Ceilings With Bituminous Sealing Single Areas With Strong Vertical Graduations Each Revolving Exposed Concrete Attic Many Skylights In The Hall Area Shed Roofs Over The Western Hall With Double T Steel Girders As Honeycomb Carriers Above The 2 Workshops In The North Wing Flat Sloped Roofsexpansion Floors The Existing Floating Cement Screed Is Largely Preserved And Is Only In The Areas Where Floor Slabs Are Broken Off And Renewed Kitchen And Toilet Areas Newly Built Floor Coverings Are Completely Renewed The Pavement In The Hall Is Removed And Partially Replaced By New Stone Coverings Interior Walls Are Added Or Rebuilt In Exposed Masonry In The Kitchen And Toilet Area Metal Stud Walls In Dry Construction Are Created Interior Windows And Doors Are Completely Renewed The Listed Windows Are Partially Preserved Suspended Ceilings Are Renewed Installationsall Existing Technical Installations Water Wastewater While Maintaining The Existing Underground Pipelines Sanitary Objects Heater Ventilation Electric And Lighting Will Be Removed And Replaced With New Ones Time Limit For Receipt Of Tenders Or Requests To Participate Date 30 07 2019 Local Time 10 00 Disclaimer The Above Text Is Machine Translated For Accurate Information Kindly Refer The Original Document
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