Tenders are invited for Construction Of A Sanitary Facility Building Along With The Development Of A Canoe Marina In Lipusz, Land Plot 339/1, Lipusz Precinct

Description Of The Subject Of The Contractconstruction Of A Sanitary Facility Building Together With The Development Of A Canoe Marina In Lipusz, Land Plot 339/1, Precinct Lipuszthe Works Include: - Demolition Of The Existing Toilet Building - Demolition Of Land Development Elements, Including Hardening Of Shelters, Etc. With The Execution Of Lighting. - Construction Of 4 Gazebos / Shelters - Implementation Of Video Monitoring - Erection Of An Information Board On The Plot, In The Part Covered By The Study, He Designs The Construction Of A Sanitary Building In The Northern Part Of The Plot, The Location Of Four Prefabricated Gazebos / Shelters In The Central, Western And Northern Parts, A Place For Storing Kayaks In The Eastern Part, Picnic Stands In The South-Western Part, A Square With A Surface Made Of Geogrids And Parking Spaces In The Western Part, A Place For Containers For Collecting Solid Waste With A Surface Made Of Concrete Cubes In The Northern Part. The Plot Area Will Be Partially Fenced With Prefabricated System Panels. At The Entrance Gate, It Is Planned To Locate A Board With The Regulations Of The Campsite. Access To The Property From Lipowa Street Through Two Existing Exits. General Construction Parameters Of The Building: A. Partition Walls · Brick Walls, Thickness. 12Cm· Hpl System Walls, Th. 12Mm B. Floorsground Floor: · Tarakota, Thickness 2.0 Cm, 60X60xcm, Anti-Slip Coefficient R9 · Concrete Screed, Thickness 4.0 Cm · Vapor Barrier · Polystyrene Fs 20, Th. 10.0 Cm · Pe Foil · Reinforced Concrete Slab, 20 Cm, Concrete C25/30 W-8 · Fs 20 Polystyrene, Th. 10.0Cm· Heat-Weldable Roofing Felt X2· Concrete Base C8/10, Thickness 10Cm, · Soil Replacement: Non-Heavy Ground, Sand-Gravel. Thickness ~ 2.0M Condensed Is>=0.98Unused Attic: · Panels, 2Cm · Screed, 5Cm · Polystyrene, 5Cm · Ceiling Slab, Thickness. 12Cm · Cem-Lime Plaster, Thickness 1.5Cmc. Door Joinery Door Joinery: - External Aluminum Light Grey, Umax = 1.3W/M2k - Internal Wood/Board Light Grey.D. Window Joinery - Umax = 0.9W/M2k - Aluminium, Grey, Ral 7016 - Stainless Steel Fittings And Handles External Load-Bearing Walls - Aerated Concrete Block, Thickness. 24.0 Cm - Thermal Insulation, Th. 12.0 Cm With A Max Coefficient (Λd = 0.031 W/Mk) - Thin-Layer Plaster Of Silicate Type, Mesh Embedded In Glue And Polystyrene Insulation. Internal Load-Bearing Walls - Adhesive Mortar - Anti-Moisture Insulation In Showers - Liquid Foil - Air-Concrete Hollow Block, Th. 24.0 Cm - Adhesive Mortar - Glaze, Th. 12Mm, In Pom. Sanitary And Showers Up To The Height Of The Door Frames (In The Vestibule And In Technical Rooms, 1.5 Cm Thick Cem-Lime Plaster). Roof - Vapor Barrier Foil - Mineral Wool, Thickness. 150 Mm With The Max Coefficient (Λd = 0.032 W/Mk) - Boarding, Thickness 2.5 Cm - Anti-Moisture Insulation - Battens 4X5 Cm And Counter Battens 2.5X5 Cm - Ceramic Tiles - Galvanized Steel Gutter System. Parameters Of The Land Development Surface: A) Pedestrian And Roadway And Parking Spaces - Gray Concrete Cubes, 8Cm On Cement-Sand Bedding. 5Cm Thick; - A Layer Of The Base Course Made Of A Mixture Not Bound With Aggregate C90/3 20 Cm; - Cut-Off Layer Made Of Gravel, Gr. 15Cm - Separation Geotextileb) Pedestrian And Roadway And Parking Spaces - Openwork Slab 40/60Cm, Thickness. 8Cm On Cement-Sand Bedding. 5Cm Thick; Filling - Self-Wedging Stone, Fraction 8-20Mm - Geotextile Against Weeds - Foundation Layer Made Of A Mixture Not Bound With Aggregate C90/3 20Cm; - Cut-Off Layer Made Of Gravel, Thickness. 15 Cm - Separation Geotextile C) Pedestrian And Road Route - Gravel, Fraction 5-10 Mm, 5 Cm - M Layer Of The Base Course Made Of A Mixture Not Bound With Aggregate C90/3 20 Cm; - Cut-Off Layer Made Of Gravel, Thickness. 15Cm - Separation Geotextiled) Parking Spaces - Geogrid: 50/50Cm, Th. Walls 0.5 Cm, Wall Height: 4 Cm Filling - Self-Clinching Stone Fraction 8-20 Mm - Geotextile Against Weeds - Leveling Layer: Bedding Sand, 3 Cm - Drainage Layer: Crushed Stone Fraction 0-32 Mm, 15 Cm - Bearing Layer: Crushed Stone Fraction 32-63 Mm , 20 Cm - Separation Geotextilee) Pedestrian Path And Ramp By The Building - Gray Concrete Cubes, Th. 8Cm - On A Cement-Sand Bedding. 3 Cm Thick - Base Course Layer Made Of A Mixture Not Bound With C90/3 Aggregate, 10 Cm - Cut-Off Layer Made Of Gravel, 15 Cm - Separation Geotextile Small Architecture Elements: Prefabricated Information Board - Regulations - Quantity: 1 Piece Dimensions Of The Device - Width 80 Cm - Height 200 Cm Steel Construction Protected Against Corrosion Gazebo - Quantity: 4 Piecesdata / Dimensions: - Width 300Cm - Length 300Cm - Height 352Cm - Roof Inclination Angle: 300 - Solid Wood, Coniferous Class C30. - Foundations: Feet 30X30x100cm, Concrete C20/25, Steel A-Iiin ( Rb500w) Square Under The Gazebo: - Gray Concrete Cubes, Th. 6 Cm - On A Cement-Sand Bedding. 3Cm Thick - Base Course Layer Made Of A Mixture Not Bound With C90/3 Aggregate, 10Cm - Cut-Off Layer Made Of Gravel, 15Cm - Separation Geotextile. Prefabricated Sliding Entrance Gates With A Width Of 5.0 M. Detailed Information On The Subject Of The Contract Is Also Included In: 1) Technical Documentation - Appendix 1A To The Swz; 2) Technical Specification For Execution And Acceptance Of Construction Works - Appendix 1B To The Swz. Bills Of Quantities Of Works Are Posted On The Employers Website, But Only As Information (Auxiliary) Material, Which Is Not An Attachment To The Swz And Is Not A Document In Force In This Procedure. The Contractor May Use It On A Voluntary Basis And On His Own Responsibility. If The Origin (Brand, Trademark, Manufacturer, Supplier) Of The Materials Or Standards Referred To In Art. 101 Sec. 1-2 Of The Act Of September 11, 2019 Public Procurement Law (Journal Of Laws Of 2019, Item 2019, As Amended), The Employer Allows Offering Materials Or Equivalent Solutions. Equivalence Means That They Will Guarantee The Performance Of The Contract In Accordance With The Description Of The Subject Of The Contract And Ensure That Technical Parameters Are Not Worse Than Those Assumed In The Above-Mentioned Documents. Proper Names Provided In The Descriptions Of The Subject Of The Contract Are Not Intended To Violate Art. 99C Of The Public Procurement Law, And Their Only Task Is To Specify The Qualitative, Technical And Technological Expectations Of The Employer. The Indicated Company Names Should Be Understood As Or Equivalent And Or Equivalent.