Tenders Are Invited For Construction Work For School Buildings – Szab - New School And Sports Center Asbach-Bäumenheim

Construction Work For School Buildings – Szab - New School And Sports Center Asbach-Bäumenheim. The Construction Project Includes The Construction Of An Indoor Swimming Pool (Bad) And A Primary And Middle School (Gms). The Old Structure On The Construction Site Has Already Been Demolished And Cleared Away, Except For The Old Foundation Piles, Which Will Be Demolished During The Earthworks. The Construction Site Must Be Straightened And Secured During Construction. An Asphalt Access Ramp Must Be Constructed For The Construction Site. Because Of The Groundwater Situation, The New Basement Components Must Be Constructed Under The Protection Of A Sheet Pile Wall. Within The Sheet Pile Wall Shoring, Water Drainage Is Carried Out Using Wells. The Remaining Excavation Pit Will Be Built On A Slope And Will Have An Open, Construction-Time Drainage System For The Surface Water That Occurs. Because Of The Existing Soil Situation, Deep Foundations Are Installed As Sob Bored Piles And As Full Displacement Columns. For The Drilling And Sheet Piling Equipment, Work Grades Several Decimeters Thick Made Of Gravel 0/56 To 0/80 Must Be Installed. The Work Spaces Around The Basement Components Must Be Filled In Sections. The Construction Site Is To Be Filled With Rc Type 1 Material Over A Large Area To The New Ground Level. At The End Of The Entire Project, The Asphalt Ramp Must Be Demolished Again. Straighten 1,011 T Of Construction Site And Remove Soil Material; 170 M2 Asphalt Ramp; 97 Pieces. Demolish Existing Concrete Piles; 413 M3 Utility Trenches; 4,223 T Construction Site Paving Made Of Gravel; 10,114 M3 Excavation Of Construction Pit And Removal; 8354 T Of Gravel Working Surface; 2,058 M3 Workspace Backfill; Deliver And Bring In 2,290 M3 Of Gravel Gw; Deliver And Bring In 4,901 T Of Type 1 Rc Material; 1 Pa Dewatering System With Settling Tank, Emergency Power Supply, Pumps, Level Monitoring; 4 Immersed Wells Approx. 10 M Deep; 8 Seepage Shafts Approx. 275 Cm Deep With Subsequent Extension; 650 M Drainage Pipe; 676 M Collection And Drain Pipe; 2980 M2 Sheet Pile Wall; 1,071 M Full Displacement Piles Diameter 40 Cm, 47 Pieces Tension Piles Approx. 6.7 M Long; 1,143 M Screw-In-Situ Concrete Piles Dm 62 Cm Cpv Code Main Part: 45214200 Cpv Code Other Parts: 45212210, 45112000, 45232000, 45262210