Tenders Are Invited For Renovation And Modernization Of The Locker Room With Sanitary Facilities In The Buil ... in Poland

Work Detail

General Scope Of Works To Be Performed Preparatory And Security Works: 1. Construction Of A Temporary, Tight And Permanent Wall Protecting And Separating The Work Zone From The Active Swimming Pool Zone, Effectively Limiting The Ingress Of Dust And Other Pollutants. Delivery, Assembly And Disassembly Of The Temporary Protective Wall After Completion Of The Works.2. Construction Of A Temporary Communication Tunnel With Dimensions Of Approximately 14.0 × 2.8 × 1.5 M (Length × Height × Width), Leading From The Entrance Of The Main Building To The Entrance To The Renovated Cloakroom, Through The Swimming Pool Reception Area. The Tunnel Should Be Constructed As A Tight Temporary Structure, Effectively Protecting Users Against The Impact Of The Works Being Carried Out And Limiting The Spread Of Dust And Pollution To The Active Part Of The Facility. The Tunnel Structure Should Ensure Safe And Comfortable Movement Of Users, Have Appropriate Stiffness And Stability, And Be Made Of Materials Resistant To Mechanical Damage And Moisture. The Tunnel Cannot Limit The Functioning Of The Reception Desk, Communication Routes Or Escape Routes. After Completing The Works, The Contractor Is Obliged To Dismantle The Tunnel And Restore The Installation Site To Its Original Condition. Maintaining All Safeguards In Proper Technical Condition Throughout The Entire Period Of Work And Dismantling Them After Completion Of The Work. It Is Possible To Propose Another Solution, But This Must Be Agreed With The Investor.3. Careful Protection Of All Ventilation Openings To Prevent Dust And Contaminants Related To The Renovation From Entering The Ventilation System.4. Careful Protection Of Cables From Automatic Lockers In The Cloakroom So That They Are Not Damaged During Renovation Works.5. Ordering An Appropriate Number Of Construction Waste Containers At The Contractors Expense. Construction Worksdemolition Works1. Demolition Of Unreinforced Concrete Structure Elements - Floor Approximately 6 Cm Thick - Total Volume Approximately 3.70 M3, 2. Dismantling Of The Floor Made Of Tiles With Cement Mortar - 62.00 M2.3. Dismantling The Cement Tile Covering – 100.00 M2.4. Disassembly Of Washbasins - 2 Pcs.5. Removal Of Handles For Disabled People - 4 Pcs. 6. Disassembly Of A Toilet With A Faience Bowl - 2 Sets.7. Disassembly Of Washbasin And Shower Faucets - 7 Pcs.8. Dismantling A Brick Wall 1/4 Brick Thick. On Cement And Lime Mortar - 12.70 M29. Disassembly Of Dryers/Dryers For Re-Installation - 8 Pcs. 10. Carving Doors Out Of The Wall With An Area Of ​​Up To 2 M² - 5 Pcs.11. Removal Of Construction Waste After Demolition, Secured By The Communication Route Referred To In Point 2 Of This Chapter. Flooring And Waterproofing1. Preparation And Priming Of The Raw Substrate (~62.00 M²). 2. Installation Of A Separation/Anti-Moisture Layer Under The Floor (~62.00 M²).3. Construction Of A Cement Base And A Leveling And Profiling Layer (~62.00 M²).4. Priming The Cement Base For Waterproofing (6

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