Germany – Metalworking – Leipzig University, Veterinary Medicine, Institute of Pathology, Complete Renovation
Lot 4 Steel and metal construction work/ hall construction 1 psch Construction site setup / clearance 10 Std Mobile construction crane (truck-mounted crane) 40 Std Mobile lifting platforms 595 m2 Install safety netting 220 m2 Remove and load sandwich panel wall panels
Opportunity description
Lot 4 Steel and metal construction work/ hall construction 1 psch Construction site setup / clearance 10 Std Mobile construction crane (truck-mounted crane) 40 Std Mobile lifting platforms 595 m2 Install safety netting 220 m2 Remove and load sandwich panel wall panels 330 m2 Remove and load sandwich panel roof panels 2.75 t Transport and disposal of sandwich panel wall panels 4.15 t Transport and disposal of sandwich panel roof panels 1,095 m2 Façade scaffolding, metal scaffolding LK 4, W09 135 m Roof safety scaffolding, extension of façade scaffolding 1 St Scaffolding stair tower, H approx. 10 m 2 St Mobile work scaffolds, height up to approx. 8 m 1 psch Preparation of structural execution calculations 1 psch Preparation of workshop and assembly plan documents 2,850 kg Structural steel supporting structure - profile steel for reinforcements, hot-dip galvanized 460 kg Tension ties for profile steel supporting frames, hot-dip galvanized 580 kg Lightweight steel purlins Multibeam Type A 170/200 - additional 2,600 kg Structural steel supporting structure - profile steel for extension, hot-dip galvanized 435 kg Lightweight steel purlins Multibeam Type A 170/200 17,700 kg Structural steel supporting structure - profile steel for annexes, hot-dip galvanized 715 kg Roof and wall bracing, round steel, hot-dip galvanized 1,120 kg Structural steel supporting structure - hollow profiles for openings, hot-dip galvanized 95 m2 Exterior roof cladding, sandwich elements, d=60 mm 540 m2 Exterior roof cladding, sandwich elements, d=120 mm 35 m Exterior roof cladding, transverse joint formation 485 m2 Exterior façade cladding, sandwich elements, d=100 mm 17.5 m Exterior façade cladding, transverse joint formation 60 m2 Exterior façade cladding, sandwich elements, existing material 70 m Suspended gutter, semicircular, titanium-zinc sheet, Z 333 6 St Gutter outlets, conical, titanium-zinc sheet 25 m Downpipes, titanium-zinc sheet, DN 100 6 St Standpipes, galvanized steel pipe, DN 100 2 St Plastic windows, 2-leaf, floating mullion, w/h=1300/1500 mm, tilt-and-turn/turn 2 St Plastic windows, 2-leaf, floating mullion, w/h=1300/1650 mm, turn/turn 2 St Front-mounted roller shutters, window installation, w/h=1300/1650 mm 1 St Exterior door element, sheet steel, 1-leaf, w/h = 885/2135 mm, RC2, Panic E 4 St Exterior door element, sheet steel, 1-leaf, w/h = 1010/2135 mm, RC2, Panic E 1 St Exterior door element, sheet steel, 1-leaf, w/h = 1260/2135 mm, RC2, Panic E 1 St Exterior sectional door with wicket door, galvanized steel C3, RC2, w/h approx. 3000/2500 mm 1 St Interior sectional door with wicket door, galvanized steel C3, w/h approx. 3000/2500 mm All components are understood to include the services described in the specifications Product requirements in the following items of the bill of quantities: - 6.1.80+6.1.90+6.2.60+6.2.70 "Multibeam" ArcelorMittal Construction (this is an extension/addition to the existing hall structure) - 6.3.90+6.3.100 "FIS EM Plus 390 S" (the requirement is based on the structural calculation in conjunction with the structural stability verification Procedure: open. Review the original TED notice for the complete requirement, lots, amendments and attachments.
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