GTR 64323744

Tenders Are Invited For Renovation And Construction Works In Kokotów On Plots No. 632/4, 633/1 And 635 As Part Of The Task: Land Development And Accompanying Infrastructure In Kokotów

ICB — International Competitive Bid Closed Central Europe
Tender Information
GTR Reference
64323744
Tendering Authority
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Tender No
WZP.271.17.2023
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Renovation And Construction Works In Kokotów On Plots No. 632/4, 633/1 And 635 As Part Of The Task: Land Development And Accompanying Infrastructure In Kokotów
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Central Europe
Political Region
European Union
Last Date of Bid Submission
23-05-2023 Closed
Work Detail
1. General Characteristics Of The Facilities And Works: 1.1) Renovation Of The Club Building: Renovation And Maintenance Works Of The Club Building, The Peoples Sports Club Strażak Kokotów In Kokotów On Plot No. 633/1 632/4 And 635 And In The Town Of Kokotów, Commune Wieliczka As Part Of The Investment Task Entitled: Land Development And Accompanying Infrastructure In Kokotów. The Club Building Is A One-Story Building On The Projection Of An Elongated Rectangle With Dimensions Of 6.40 X 42.0 M, Made Of Brick, Placed On A Concrete Foundation With A Flat Roof Covered With Trapezoidal Sheet. The Building Functionally Consists Of Two Parts Located Symmetrically In Relation To The Arcade And The Roofed Entrance. The Subject Of Internal Renovation Works Is The Clubs Southern Part Of The Building. The Scope Of Renovation Works Consists In The Renovation Of The Roof Covering And Internal Rooms In The Club Part Of The Building In Accordance With The Attached Bill Of Quantities. Commune Wieliczka, On A Rectangular Plan With Dimensions Of 10.30 X 13.15 M, With A Steel Pole And Truss Structure With A Gable Roof And A Corrugated Sheet Covering. As Part Of The Renovation Works, The Following Should Be Performed: Foundation Footings; Concrete Slabs With A Cross-Section Of 50 X 50 Cm Should Be Excavated At The Ground Surface, Their Technical Condition Checked And Primed By Lubricating With A Solution For Anti-Moisture Insulation. Steel Columns: The Identified Defects In The Column Should Be Cleaned Of Oil Paint And Corrosion, And Then Repaired. All Poles Should Be Cleaned Of Oil Paint To Clean Steel, Degreased, Primed With Mini Paints And Painted With Graphite-Colored Chlorinated Rubber Paints. The Lattice Elements Of The Roof Structure Should Be Cleaned Of Old Oil Paint And Corrosion, Degreased, Primed With Mini Paints And Painted With Graphite-Colored Chlorinated Rubber Paints. Roof Covering: Steel Supporting Elements Should Be Cleaned Of Old Oil Paint And Corrosion. Elements Of The Load-Bearing Structure Should Be Reinforced In Accordance With The Design. Cover Construction Elements Should Be Degreased, Primed With Mini Paints And Painted With Graphite-Colored Chlorinated Rubber Paints. Side Wall Cladding: In The Under-Eave Strip, On The Side Walls, A Steel Supporting Structure. Side And Front Edges Protected With Flashings Made Of Smooth Sheet Metal In The Color Of The Housing And Roof. The Edges Of The Platform In The Line Of Columns Are Protected With A Steel Railing - The Existing Railing Should Be Cleaned Of Oil Paint, Degreased, Primed With Mini Paints And Painted Twice With Graphite-Colored Chlorinated Rubber Paints. Floor And Foundation Construction: New Floor Made Of 25 Mm Thick Composite Boards On Composite Joists Spaced Every 35 Cm On A Concrete Foundation. Make A Ground Beam On The Edge Of The Foundation Slab. Finishing Elements And Painting: All Elements Of The Structure Of The Walls And Roof Of The Steel Shed Painted With Oil Paints Should Be Cleaned Of Oil Paint To Clean Steel, Degreased, Primed With Mini Paints And Painted With Chlorinated Rubber Paints In Graphite Color. And Football Pitches On The Section Marked In The Pzt Drawing With The Symbol A, B, C. A Typical Fence, 1.58 M High, Made Of Mesh Panels 132 Cm High And 250 Cm Long, Attached To Steel Posts With A Cross-Section Of # 60X40x3.5 Mm By Using Mounting Accessories, E.G. Alpha. Steel Fence Posts Planted In Concrete Foundation Footings At A Spacing Of 2.59 M With A Foundation Footing Cross-Section Of 30X30x80 Cm And A Prefabricated Base Made Of Typical Reinforced Concrete Slabs 20-25 Cm High And Embedded In A Prefabricated Foundation Foundation On Each Post. For The Construction Of The Fence, Panels Are Designed To Be Spot-Welded From Galvanized And Powder-Coated Steel Bars In Green. . Wieliczka And Replacing The Surface Of The Outdoor Gym. The Scope Of Works Consists In The Assembly Of Small Architecture Elements In Accordance With The Design, Such As: 1. A Set Of Play Equipment On A Rectangular Plan 2. Double Swing Swing Dim. Throw3. Double Rocker4. Carousel5. Single Spring Rocker6. Chinese Table 7. Chess Table8. Bench With A Metal Frame - 5 Pcs.9. Board With The Regulations Of Play Equipment.10. Waste Bin 35L - 2 Pcs. And Developed For A Wider Scope Than The Subject Of The Above-Mentioned Contract. The Detailed Scope Of Work Has Been Presented In The Description Of The Subject Of The Contract. The Works Submitted Under The Procedure Will Only Take Place On Plots No. 632/4, 633/1 And 635 And Will Cover Only The Scope Of Works Presented In The Bill Of Quantities. : - Technical Documentation - Appendix No. 9; - Certificate Of The Wieliczka Staroste On The Lack Of Grounds For Raising An Objection To The Notification Of The Construction Of Small Architecture Elements Along With Renovation Works Of The Hardened Surface Of The Outdoor Gym Area On Plot No. 633/1 In The Town Of Kokotów - Appendix No. 10; - Certificate Of The Staroste Of Wieliczka On The Lack Of Grounds For Raising An Objection To The Notification Of The Replacement Of The Roof Covering Together With The Repair Works Of The Shelter For Recreational Purposes With A Steel Structure Located On Plot No. 633/1 In The Town Of Kokotów - Attachment No. 10; - Technical Specification For The Execution And Acceptance Of Works Budowlanych - Appendix No. 11; - Bill Of Quantities - Appendix No. 12.1.7) If The Origin (Brand, Trademark, Manufacturer, Supplier) Of Materials Or Standards, Approvals, Specifications And Systems Referred To In Art. 99 Sec. 5 Of The Public Procurement Law, The Contracting Authority Allows Offering Materials Or Equivalent Solutions, Provided That They Guarantee The Proper Implementation Of The Works And Ensure The Achievement Of Technical Parameters Not Worse Than Those Assumed In The Above-Mentioned Documents. The Contractor Who Refers To Equivalent Solutions Is Obliged To Prove That The Solution He Offers Meets The Requirements Specified By The Contracting Authority. In This Case, The Contractor Shall Attach To The Offer A List Of Equivalent Solutions, Respectively, Along With Its Description Or Standards. The Employer Indicates The Criteria Used To Assess The Equivalence Of The Equivalence Table, Which Is Attached As Appendix 13 To The Tor. Equivalent Solutions Will Be Devices And Elements Of Street Furniture With Parameters As Described In The Column Equivalence Parameter Of Table 1.8) Additional Information Regarding The Subject Of The Contract: - The Contractor Undertakes To Perform External Works And Tidy Up The Construction Site And Adjacent Areas, If During The Works It Violated These Areas. The Contractor Is Obliged To Prepare Photographic Documentation Before Starting The Task. The Contractor Bears All Costs For Damages Caused To Third Parties During The Execution Of The Task. The Employer Does Not Provide For The Payment Of Compensation To Property Owners For Damage Caused By The Contractor During Construction. The Contractor Is Obliged To Make Arrangements With Property Owners And Road Administrators Regarding Entry With Works, Minimizing Damage And Incurring Related Costs. - The Contractor Will Perform The Subject Of The Order From Its Own Materials And Equipment. The Materials And Devices Used Should Comply With Declarations Of Compliance With Polish Standards, Certificates And Technical Approvals. The Contractor Is Obliged To Have Valid Documents Confirming The Permission For Their Use/Incorporation (E.G. Attestations, Certificates, Technical Approvals, Declarations Of Conformity) For The Materials Used. Transport Of Materials To The Construction Site As Well As Delivery And Operation Of Machinery And Equipment Are The Responsibility Of The Contractor. The Contractor Is Obliged To Perform Construction Works In Accordance With The Construction Art, Applicable Regulations And Standards, And In Compliance With Health And Safety And Fire Protection Regulations. And Maximum Reduction Of The Nuisance Of Carrying Out The Works. The Contractor Also Guarantees The Execution Of The Subject Of The Contract Under The Supervision Of Persons With The Required Professional Qualifications To Perform Independent Functions In The Construction Industry. - The Contractor, During The Execution Of Works, Is Responsible For The Safety Of His Employees And Other Persons Within The Area Of ​​The Transferred Construction Site Due To The Works Carried Out. - Before Commencing For The Final Acceptance Of The Works, The Contractor Presents To The Ordering Party Reports On The Tests And Tests That Were Necessary For The Proper Execution Of The Order, Certificates Or Attestations For The Materials Used, Documentation Regarding The Completed Construction Works (As-Built Inventory). - The Contractor Is Obliged To Prepare A Material And Financial Schedule Before Signing Contract For The Performance Of Construction Works In Accordance With The Guidelines Of The Ordering Party. - In Order To Secure The Execution Of The Subject Of The Order, The Ordering Party Obliges The Contractor Whose Offer Will Be Selected As The Most Advantageous In These Proceedings To Have Paid Civil Liability Insurance In The Scope Of Activities Related To The Subject Of The Order Throughout The Entire Period Of The Order In The Minimum Amount Of Pln 200,000.00.
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