Contract Notice Construction Work For Buildings Relating To Health And Social Services For Crematoriums And Public ConveniencesTrough Excavation Pit Shell Helicopter PlatformDescription Construction Of A New Extension House 50 With Direct Connection To The Existing Building 30 With Structural Interventions In The Existing Buildings As Well Helicopter Landing Place On The Roof Up To Approx 25 00 M Height New Construction On A Slope With A Low Slope Okg From 36 45 M To About 37 80 M Above Sea Level Nn Okff Level 00 40 95 M Level 01 Emergency Admission On A Slope With Entrance 4 50 M Or 36 45 M Starting Heights For Trough Excavation Building Characteristics Length Of The Building 80 M In Extension Of The Existing Building House 30 Width Of The Building 78 M In Width Of The Gable House 30 Base Area Of The New Building M2 Medical Usage Level Level 01 To Level 04 6 Full Floors Full Basement Up To 31 95 M Approx 4 00 M Below Okg Building Height Without Helicopter Landing Place And Technical Centers Approx 22 00 M Over 0 00 M Height Helicopter Landing Place Approx 25 00 M Over 0 00 M Resp Approx 28 00 M Over Okg Total Height Of The Building In Particular Technical Centers And Rooms For Flight Crew About 30 20 M Above Sea Level And 34 00 M Above Ground Total Gross Floor Area 40 500 M2 Bri Total 185 000 M3 Sole Thickness Reinforced Concrete Wu D 1 35 M With Underpasses Etc Trough Pit Over The Entire Basement Area Three Sided Extensive Diaphragm Walls With A Mean Length Of 10 50 M And A Depth Of Up To 13 50 M Gable Side Of The Excavation Gable Of The Existing Building Of House 30 As Underpinning With Approx 700 M3 Full Surface Sealing Sole Of Approx 1 00 M Thickness With Anchoring At A Depth Of Approx 15 00 M Below 0 00 M And Approx 11 50 M Below Okg Overburden Through Stock Floor Sealing Sole And Diaphragm Walls Anchored According To Statics Earthworks Excavation Limited By Diaphragm Walls And Hdi Underpinning Excavation Up To Approx 7 50 M Below Ground Earth Masses Approx 40 000 M3With Various Recovery Classes And Material Properties On Average Z1 But Also Impurities And Debris Fractions Especially In The Upper Range Up Toresidual Water From The Trough Construction Pit As Well As Dewatering Of The Underpinning And Lowering In The Existing Building Ug Haus 30 Hgw 34 40 M And 3 50 M Under Okg Reinforced Concrete Construction Of The Shell Reinforced Concrete Base Thickness 1 35 M In Wu With Sealing Connections With Full Surface Sealing Foils Reinforced Concrete Construction Of The Structure Supports External Walls Stiffening Cores And Supports For The Heliport Heliport Concrete Masses Estimated 33 000 M3 Helipad Size Of The Landing Area 28X28 M With Circulating Rainwater And Fishing Facilities Supporting Structure Steel Structure Including All Entrances And Exits As Well As Maintenance Bridges Function Of The Heliport Fully Functional In Accordance With Interfaces For Installation Of The Building Within The Roof Mounted Technology Centers Or At A Defined Location The Time For Commissioning The Helipad Is Detached From The Shell And Is Defined In Time As The Building Is Completed Performance Description Functional With Extended Work And Assembly Planning By The Contractor Construction Site Equipment In Connection With The Remaining Work Of The Shell Time Limit For Receipt Of Tenders Or Requests To Participate Date 08 10 2019 Local Time 08 00 Disclaimer The Above Text Is Machine Translated For Accurate Information Kindly Refer The Original Document
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