Tenders Are Invited For Reconstruction Of The Facade Of A Public Utility Building As Part Of The Task: Thermal Modernization Of A Public Utility Building At Ul. Żwirki I Wigury In Wieliczka On Plot No. 151/3 In Wieliczka, Rev. 1

The Subject Of The Contract Is The Reconstruction Of The Facade Of A Public Utility Building As Part Of The Task Thermomodernization Of A Public Utility Building At Ul. Żwirki I Wigury In Wieliczka”, On Plot No. 151/3 In Wieliczka, Rev. 1.”- Co-Financed Under The Regional Operational Program Of The Małopolskie Voivodeship For The Years 2014-2020, Axis 4 Regional Energy Policy, Measure 4.3 Improvement Of Energy Efficiency In The Public And Housing Sectors, Sub-Measure 4.3.1 Deep Energy Modernization Of Public Buildings - Iti. Description Of The Subject Order: The Project Consists In Performing Construction Works In The Scope Of The Investment Entitled: Reconstruction Of The Facade Of A Public Utility Building As Part Of The Task: Thermal Modernization Of The Building At The Public Utility At Ul. Żwirki I Wigury In Wieliczka, On Plot No. 151/3 In Wieliczka, Rev. 1.” For The Needs Of The Elementary School. The Building Is Located On Plot No. 151/3, Precinct No. 0001 Wieliczka 1, Registration Unit 121905_4 Wieliczka. The Plot On Which The Investment Is Being Carried Out Has A Direct Communication Connection With The Municipal Public Road At Ul. Żwirki I Wigury - Plot No. 1818. The Public Utility Building In The Northern Part Has 2 Overground Storeys With An Attic And A Basement, In The Southern Part It Has 3 Overground Storeys With An Attic And Has A Partial Basement. A Building With A Gable Roof, With The Inclination Of The Main Roof Slopes Of 40 Degrees. The Architecture And Form, Including The Roof And Finishing Elements Of The Designed Building, Remain Unchanged. Building Area According To Pn-Iso 9836:1997 - 295.13 M2 Usable Area Of ​​The Building According To Pn-Iso 9836:1997 - 416.92 M2 Iso 9836:1997 - 815.63 M2gross Volume Of The Building According To Pn-Iso 9836:1997 - 2608.72 M3number Of Storeys In The Southern Part - 4, In The Northern Part -3 - 12.07 M Length Of The Front Elevation Of The Building - 29.23 M Width Of The Side Elevation Of The Building - 12.76 M Disabled People - Stalowa. As Part Of The Expected Basic Works, The Following Should Be Performed: A) Preparatory And Thermal Modernization Works. B) Works Related To The Renovation Of The Stone On The Building Plinth. , With A Steel Structure, Covered With Bridge Slabs. E) Works Accompanying Construction And Assembly Works. The Scope Of Basic Works Includes: 1. Preparatory And Thermal Modernization Works: - Preparatory Works - Washing The Surface Of The Old Plaster And Priming With Reinforcing Preparations; - Chipping Off Fragments Of Loosely Bound Plaster; - Refilling The Plaster In Places Of Chipped Plaster; - Gluing Polystyrene Boards To Walls And Ceilings With Mechanical Fastening U= 0.031W /M2k - Gr. 25 Cm;- Gluing Polystyrene Boards To Walls And Ceilings With Mechanical Fastening U= 0.031W/M2k-Thick. 15 Cm;- Fixing Mineral/Rock Wool Facade Panels U= 0.031W/M2k - Thickness. 15 Cm;- Making A Band Around Window And Door Openings (Additional Thickness Of Polystyrene Or Wool) With Straight Corners U= 0.031W/M2k- Th. 18 Cm;- Gluing A Layer Of Reinforcing Mesh And Embedding It In Glue On Polystyrene And Mineral/Rock Wool;- Protection Of Corners With Aluminum Angle Bars With Mesh;- Applying A Primer Paint;- Execution Of Facade Plaster On Walls, Bands And Jambs (Color Specified In The Design); - Replacement And Supplementation Of External Aluminum Window Sills (Color Specified In The Design); - Installation Of External Scaffolding; - Double-Sided Painting Of Window Grilles And Balustrades; - Disassembly And Assembly Of Small Elements On The Facade; - Plastering Of Chimneys (Color Specified In The Design) - Approx. 36.22 M2 - Flashings - Chimney Caps (Color Specified In The Design); - Approx. 5.05 M2 - Installation Of Anti-Bird Nets - 4.15 M2 Facade Area Subjected To Thermal Modernization (Walls, Reveals) - Approx. 680.43 M2 Area Of ​​Chimneys To Be Plastered - Approx. 36.22 M2, Scaffolding On The Surface Of The Walls - 672.21 M22. Works Related To The Renovation Of Stone On The Building Plinth: - Preliminary Cleaning Of The Surface - Porous Stone - Sandstone And Limestone; - Hydro Sandblasting Of The Stone Substrate; - Cleaning Of Stone Threads With The Use Of A Biocide; - Washing Of Stone Threads With A Special Agent For Removing Cement And Lime Efflorescence And Dirt; - Strengthening And Consolidation Of Stone Threads; - Repairing The Surface Of Stone Threads; - Pointing Stone Threads With The Removal Of Old Joints; - Hydrophobization By Hand Painting Mineral Substrates; - Painting Coating With Priming With Glaze Paint; - Flashings, Aluminum Cornices - (Color Specified In The Design) - Approx. 9.67 M2 - Breaking Out The Door Opening And Making A Lintel - 1 Piece - Beams And Steel Lintels - Are Designed As Steel Made Of C140; Surface Of The Stone To Be Renovated - Approx. 27.57 M2; 3. Works Related To The Partial Replacement Of Windows And Doors: - Disassembly Of Window Grilles; - Carving Out And Bricking Up The Opening After Dismantling The Entrance Door To The Building - Carving Out And Bricking Up The Window Opening - Carving Out And Inserting New Pvc Windows - (Color Specified In The Design); -3.83 M2; - Forging And Inserting New Pvc And Wooden Doors - (Color Specified In The Design); - 3.26 M2; - Fitting New Doors; - Painting The Existing Doors - (Color Specified In The Design) - 3.23 M2; - Execution Of Flashings - Cornices (Color Specified In The Design); - 9.70 M2; - Execution Of Flashings - Window Sills (Color Specified In The Design); - Approx. 17.63 M2; Steel Beams And Lintels Are Designed As Steel, Made Of Channel Section [140. Support Of Beams And Lintels On The Walls Should Be At Least 25 Cm. Two Beam Elements Should Be Joined Together By Bolting. The Lengths, Details And Sequence Of Assembly Are Shown In The Drawing Part. The Lintels Are Designed Using S235 Steel. The Area Of ​​The Replaced Window And Door Joinery - 8.09 M2;4. Execution Of A Platform For The Disabled, A Platform And Stairs, With A Steel Structure, Covered With Platform Slabs - According To The Detailed Design. The Whole Welded Structure Is Based On Rk50x4 Steel Posts And Fixed To The Foundation Beams. The Surface Is Made Of Wema Grid. The Entrance Stairs Are Made Of Steel With System Steps 120 Cm Wide. Details Should Be Made In Accordance With The Elaboration Of The Selected Manufacturer Of Typical Ramps For The Disabled. The Driveway And Stairs Are Designed With S235 Steel. The Driveway And Stairs Are Designed With S235 Steel. The Ramp Should Be Made In Accordance With Pw Of The Construction Industry.5. Works Accompanying Construction And Assembly Works. Disassembly Of Permanent Elements Of External Equipment Of The Building With Re-Assembly; Painting Of Steel Elements; Assembly Of Fixed Elements; Disassembly And Assembly Of The Lightning Protection System Together With The Necessary New Elements, And Checking The Effectiveness Of Operation; Disassembly And Assembly Of Downpipes, With Adjustment Of The Length Of The Anchors; Installation Of Electricity Consumption Measurement Units On Electrical Devices Located Inside The Building - 5 Pcs.6. Preparatory Work: 6.1) Making An Inventory Of The Technical Condition Of The Building And Its Surroundings Before Starting Construction Works. Assembly. The Contractors Duties Will Include: - Obtaining The Necessary Technical Acceptances, Arrangements And Permits, And If Necessary, A Decision On The Occupancy Permit Or Notification Of Completion Of Works Together With A Certificate From The Competent Construction Supervision Inspector That No Objections Have Been Raised. The Ordering Party Requires The Contractor To Prepare As-Built Documentation (2 Copies In Paper Version And 1 Copy In Electronic Version On An Electronic Carrier) And To Provide The Ordering Party With The Completed Subject Of The Order, Together With Documentation Of The Work Carried Out And All Acceptance Documents. - Preparation Of The Energy Performance Certificate - In 2 Copies In Paper And Electronic Version, Confirming The Achievement Of The Intended Effect. The Completion Date Is Understood As The Execution Of The Subject Of The Agreement, Including The Final Acceptance And Obtaining By The Contractor, If Necessary, A Decision On The Occupancy Permit Or Notification Of Completion Of Works, Along With A Certificate Of Construction Supervision Inspector Of Not Raising An Objection. The Contracting Authority Allows The Contractor To Familiarize Himself With The Subject Of The Contract As Part Of The On-Site Inspection. The Contracting Authority Informs That It Is Possible To Carry Out A Site Inspection, However, It Is Possible To Submit An Offer Without Conducting An Inspection. The Ordering Party Does Not Anticipate Rejecting The Offer Of The Contractor Who Did Not Visit The Site As Part Of The Procedure In Question. In Order To Arrange A Site Visit At The Investment Site, The Contractor Is Obliged To Contact The Persons Designated To Communicate With The Contractors. The Employer Informs That No Answers To Questions Will Be Given During The Site Visit And No Reports Will Be Prepared From These Visits. All Necessary Documents Are Posted On The Website Of The Conducted Procedure, And Therefore The Ordering Party Does Not Provide For The Possibility Or Does Not Require The Contractor To Check The Documents Necessary For The Execution Of The Order And Available On Site At The Ordering Party.