Replacement New Building Bw 15 over the Neugraben Tender

• Country: Germany
• Summary: Replacement New Building Bw 15 over the Neugraben Spreehammer Ii in Uhsmannsdorf
• DET Ref No: 138109597
• Deadline: 16 Apr 2026
• Financier: Self Financed
• Purchaser Ownership: Government
• Tender Value: Refer Document
• Notice Type: Tender
• Document Ref. No.:
• Purchaser's Detail:
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• Description:
• a) Client: Official name: City of Rothenburg/O.L.; Street, house number: Marktplatz 1; Postcode: 02929; Location: Rothenburg/O.L.; Country: DE b) Type of award: Public tender c) Offers can only be submitted in writing. d) Type of Contract: Civil engineering, engineering and road construction services e) Place(s) of execution: Official name: Replacement new building BW 15 over the Neugraben Spreehammer II in Uhsmannsdorf; Street, house number: Spreehammer; Postcode: 02929; Location: Rothenburg/O.L. OT Uhsmannsdorf; Country: DE f) Type and scope of service: Services in engineering and road construction: Replacement new bridge BW 15: Explosive ordnance examination, demolish approx. 17 m³ of superstructure, demolish approx. 68 m³ of abutments/wing walls, produce approx. 324 m² of steel sheet piling, approx. 560 m³ excavation pit; approx. 30 m³ topsoil; approx. 240 m² lawn seeding, 1 psch open dewatering, approx. 66 m³ sealing layer, approx. 35 m³ backfill, approx. 28 m³ seepage layer, approx. 25 m base pipe, approx. 70 m² cleanliness layer, approx. 135 m³ reinforced concrete for Foundation, abutment, superstructure, caps, approx. 25.5 t of reinforcing steel, approx. 30 m of curbstone, approx. 13 m of end profile, approx. 29.2 m of railing, approx. 54.2 m² of sealing, approx. 57 m², approx. 31 m³ of stone set, delivery of approx. 40 m³ of river gravel; “Spreehammer” road construction: approx. 31 Remove and produce m³ of topsoil, sow approx. 226 m² of lawn, collect approx. 360 m² of asphalt, loosen approx. 41 m³ of soil; Take up approx. 82 m³ of FSS, create approx. 375 m² of subgrade, create approx. 128 m³ of FSS, approx. 102 m of shoulder, approx. 375 m² of asphalt base layer, approx. 415 m² Asphalt surface layer, approx. 93 m of joints, approx. 37 m of curbstone, approx. 345 m of prefabricated shoulder slabs. g) Planning services are required: planning for construction aids (shoring), supporting framework, inventory documents h) Division into several lots: no i) Executi...
• Documents:

 Tender Notice