GTR 68285342
Tenders Are Invited For Delivery And Assembly Of Roofed Sports Stands At The Main Pitch At The Sports And Recreation Center In Kłodzko.
ICB — International Competitive Bid
Closed
Central Europe
Tender Information
GTR Reference
68285342
Tendering Authority
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Financer Name
Self-Funded
Work Title
Tenders Are Invited For Delivery And Assembly Of Roofed Sports Stands At The Main Pitch At The Sports And Recreation Center In Kłodzko.
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Central Europe
Political Region
European Union
Last Date of Bid Submission
14-08-2023
Closed
Work Detail
The Subject Of The Contract Is The Delivery And Assembly Of Sports Stands At The Main Pitch At The Sports And Recreation Center In Kłodzko. Tribune Structure: Roofed Tribune With 4 Rows Of Seats. The Tribune And Roofing Are In Accordance With The Design Documentation Attached To This Tender - Dimensions, Shape, Profile Cross-Sections, Roof Pitch Are Preserved. Number Of Stands: 3 Pcs. Required Number Of Rows In Each Stand: 4 Number Of Seats: • Stand 1: 158 Seats Stand 2: 110 Seats Stand 3: 39 Seats -05, Pn-En13200-3-2018-12 Regarding The Audience. The Construction Of The Tribune Meets The Construction Standards: • Standard Combinations According To Pn-En 1990:2004 • Permanent Loads: Pn-En 1991-1-1:2004; • Snow Load: Pn-En 1991-1-3:2005; • Wind Load: Pn-En 1991-1-4:2008;• Design Of A Steel Structure: Pn-En 1993-1:2005, Pn-En 1993-1-8;• Design Of A Reinforced Concrete Structure: Pn-En 1992-1-1:2008; • Dimensioning Of Foundations: Pn-En 1997-1:2008; Grandstand Design Developed On The Basis Of Calculations Taking Into Account The Location Of The Grandstand In Wind Zone Iii And Snow Zone I. Note: The Contractor Is Obliged To Submit, Together With The Offer, The Relevant Evidence, I.E. Calculations Confirming The Fulfillment Of The Above Assumptions. The Structure Of The Tribune Is Made Of Steel Profiles, Protected Against Corrosion By Hot-Dip Galvanizing Technology. Ends Of Closed Profiles Protected Against Corrosion, I.E. Inserts Made Of Plastic To Avoid Water Accumulation. Step Height 20 Cm. Passage Width Between Fixed Elements In Rows Min. 50Cm. The Width Of The Emergency Exits Is 140 Cm. Platform The Platforms Of The Tribune Are Made Of A Grating Type: Pressed, Made Of A Steel Load-Bearing Bar 30X2 Mm, Eye 44X44 Mm, Protected Against Corrosion By Hot-Dip Galvanizing According To Pn-En Iso 1461. The Gratings Have A Technical Approval Of The Building Research Institute In Warsaw (The Institute Is Member Of The European Union For Technical Acceptance In Construction Ueatc And The Organization For Technical Approvals - Eota). Roofing Of The Tribune Made Of Colorless Cellular Polycarbonate, 10 Mm Thick, With A Coating Protecting Against Uv Rays. The Ends Of The Closed Profiles Are Protected Against Corrosion, I.E. With Inserts Made Of Plastic To Avoid Water Accumulation. Seats Seats With A Backrest, 30 Cm High, Made By Injection Molding Based On Polypropylene Enriched With Additives Preventing Artificial Aging Due To Uv Radiation And Flame Retardant In A Proportion That Ensures Compliance With The Required Flammability Standards. In The Color Chosen By The Investor. The Seat Has The Following Certificates And Documents: • Hygienic Certificate, Strength Test Certificate In Terms Of Safety Of Use, Fire Classification Confirming Low Flammability, Classification In Terms Of Toxicity Of Decomposition And Combustion Products Confirming Compliance With The Polish Standard. Attachments To The Offer: 1) Drawing Documentation Of The Offered Stand, Visualization Or Photos. 2) Attestations / Certificates Confirming The Materials And Technologies Used: • Steel Grade I: Material Certificate • Hot-Dip Galvanizing: Quality Certificate In Accordance With The Pn En Iso 1461 Standard • Polycarbonate : Declaration Of Performance, Bridge Cards, Declaration Of Performance• Seats: Hygienic Certificate, Strength Test Report, Flammability Test Report3) Complete Design Calculations In Accordance With The Standards: • Standard Combinations According To Pn-En 1990:2004• Permanent Relief : Pn-En 1991-1-1:2004;• Snow Load: Pn-En 1991-1-3:2005;• Wind Load: Pn-En 1991-1-4:2008;• Steel Structure Design: Pn-En 1993-1:2005, Pn-En 1993-1-8;• Reinforced Concrete Structure Design: Pn-En 1992-1-1:2008;• Foundation Design: Pn-En 1997-1:2008 Grandstand Design Developed On The Basis Of Calculations Taking Into Account The Location Stands In Wind Zone Iii And Snow Zone I. All Proper Names Of Products And Materials As Well As Quality Standards Referred To In The Documentation Are Used To Define The Desired Standard Of Performance And To Specify The Properties And Technical Requirements Assumed In The Technical Documentation For Given Solutions. Equivalent Solutions (Based On Products From Other Manufacturers) Are Allowed, Provided That The Same Technical Characteristics Are Met In Accordance With The Relevant Provisions Of The Technical Documentation. Execution And Acceptance Of The Works As Well As The Materials Used Must Meet The Applicable Pn (En-Pn), The Relevant Standards Of Eu Countries Or Equivalent Quality Standards. Certificates, Approvals, Calculations (As Above In Point Iv.1 Swz). The Employer Provides For The Possibility Of Supplementing The Evidence In Question. If The Economic Operator Fails To Submit The Evidence In Question Along With The Tender Or The Submitted Evidence Is Incomplete, The Contracting Authority Shall Call For Its Submission Or Supplementation Within The Prescribed Period. The Contracting Authority May Demand Explanations From Contractors Regarding The Content Of The Evidence In Question. In Addition, The Evidence In Question Is Not Subject To Supplementation In A Situation Where, Despite Their Submission, The Offer Is Rejected Or There Are Grounds For Invalidating The Procedure (Article 107 Of The Public Procurement Law). The Evidence In Question And Other Documents Submitted With The Offer (Listed In Point Xiv Of The Swz) Must Bear One Of The Following Signatures: Qualified Electronic Signature, Trusted Signature Or Personal Signature.
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