Tenders Are Invited For Completion Of The Construction Of The Natural Medicine Plant In The Gołdap Spa

The Works Performed So Far Were Carried Out On The Basis Of The Final Building Permit Decision No. Mg.103.2017 Of June 12, 2017, With Insignificant Deviations From The Construction Design - Constituting Annex No. 12 To The Swz And The Original Executive Documentation Together With Stwiorb - Constituting Annexes No. 12A, Respectively. -12I And No. 12J - 12S To Swz - Also Available At Http://Bip.Goldap.Pl/Pl/1227/5732/Przetargniezdrowieny-Na-Budowe-Zakladu-Przyrodoleczniczy-Wraz-Zrozbudowapromenadyzdrojowej.Htmlthe Nature Of Qualification Of Derogations As Insignificant Changes , Constitute Annexes No. 23, 24 And 25 To The Swz. Changes To The Construction Design Planned For Implementation, I.E. Qualification Of Deviations - Immaterial Changes - Constitutes Annex No. 26 To The Swz. Status Of Progress Of Works On The Construction Site: Building With An Area Of Development Area: 2192.30 M2, Closed Within The Scope Of The Structure, Excluding The Working Hole Left For The Sub-Basin. Outside, Work Related To The Roofing And Façade Has Been Completed, Most Of The Window Joinery And Shop Windows Have Been Installed. In The Field, Most Of The Roads And Parking Lots Were Hardened, As Well As The Terrace Facing The Swimming Pool And Spa. Inside, It Is In A Shell State, Except For The Main Hall, Where The Final Climbing Wall Has Been Installed And Tiling Work Has Begun In The Treatment Rooms, Toilets And Swimming Pool Locker Rooms. In The Swimming Pool Chemicals Rooms (Sub-Pool), Laying Tiles On The Walls And Floors Has Started. In The Swimming Pool Area And The Main Hall, The Ceilings And Slopes Are Made Of Wood. So Far, The Swimming Pool Hall Has Been Equipped With A Swimming Pool With A Movable Bottom, Steel Spa Bathtub Bodies, A Partially Steel Recreation Pool Basin And A Childrens Paddling Pool Gutter. Steel Linear Drainage Rails Were Installed Around The Perimeter. Some Of The Internal Joinery Has Been Installed, Including: Shop Window Between The Swimming Pool Hall And The Hall. In The Sanitary Industry, Most Of The Works Included External Water Supply And Brine Installation, Lower Heat Source, External Sanitary Sewage System, Boiler Room, Swimming Pool Technology. The Internal Water And Sewage System, Central Heating System Has Been Partially/Fragmentarily Completed, And Work Has Begun On The Distribution Of The Mechanical Ventilation System. In The Electrical Sector, The Main Power Line Has Been Constructed, Mainly: External Cable Lines, External Lighting Of The Area, Telecommunication Sewage System, External Grounding Installation, Power Supply Switchgears, Partially/Fragmentarily: Internal Power Supply Lines, Basic Lighting Installations, Grounding And Equipotential Bonding Installations, Staircase Smoke Extraction Installation. Despite The Above Works - Their Partial Scope Needs To Be Dismantled And Rebuilt In Accordance With The Subject Of The Order. Some Of The Materials And Devices Are Not Built-In Were Collected On The Construction Site, In Particular: Internal Door Joinery, Swimming Pool Technology: Blowers, Valves, Pipes, Elbows, Pressure Pvc Fittings, Underfloor Heating: Manifolds, Op Regulation, Air Conditioning: Ventilation Units, External Lighting: Lighting Poles, Foundations, Connectors Poles And Elements Necessary To Finish Swimming Pool Basins. Minimum Quality Warranty Period For The Execution Of The Subject Of The Contract - 36 Months. Note! The Warranty Period Is The Criterion For Evaluating The Offers.Part 1 - Repair Work1.1. In Terms Of The Wooden Part: A) Repair Of The Geometry By Rectifying The Position Of The Main Girders Of The Hall, After Dismantling The Skylights, Showcases And Dismantling The Roof Covering Layers And Roof Insulation Layers; B) In Order To Meet Fire Protection Conditions, Changing The Insulation Layers For Roofs Covered With Tiles And Trapezoidal Sheet - Replacement Of The Thermal Insulation Boards Thermano Thickness. 14 Cm And Waterproof, Flame-Retardant Plywood With Reaction To Fire Certificate Bfl-S1, For Mineral Wool, Replacing The Plywood With Non-Flammable Hardwood Plywood, Waterproof, Reaction To Fire Class B-S1; C) Repair Of Beams - By Gluing, Tightening With Screws For Beams, Protection Of Wooden Surfaces With A Non-Flammable Preparation In Accordance With The Design;D) Bracing - Making Additional Bracing, Cleaning And Galvanizing The Existing Bracing With A Polyester Coating;E) Supplementing The Missing Screws And Securing The Existing Ones;F) Impregnation Of Wooden Structures After Their Discovery.1.1.1 The Wooden Part Requires Repairs Due To The Expert Opinion (In Particular): - Inappropriate Positioning Of The Girders: Strong Tilt Of The Upper Part Of The Girders Towards The Brick Building (Max Deviation Of About 18 Cm) - Damage To The Girders (Cracks, Damage To Nodes, Dirt) - Lack Of Wall Bracing, - Incorrect Connections, - Use Of Roof Layers Inconsistent With The Design Assumptions, 1.2. In Terms Of The Reinforced Concrete And Traditional Parts: A) Strengthening The External Foundation Walls Using Steel Flat Bars Glued And Doweled To The Walls; B) Strengthening The Basement Ceiling (Axes 9-13 G-F) Using Heb120 Steel Beams; C) Strengthening The Basement Ceiling And The Jacuzzi In The Area Jacuzzi And Jacuzzi Slabs - Additional Supports Made Of Heb120 Columns; D) Strengthening The Basement Ceiling (Axes 15-17 E) Using Heb120 Steel Beams; E) Strengthening The Basement Ceiling - Making An Overlay Made Of C30/37 Xd3 Concrete. 7 Cm Reinforced;F) Protection Of The Sub-Basin Slab From The Bottom With Chloride-Resistant Paints;G) Repair Of Damaged Floors Of The Sub-Basin;H) Construction Of Concrete Blocks For Technological Devices Of The Sub-Basin;I) Repair Of Roofing Felt On Flat Roofs On A Reinforced Concrete Structure;1.2.1. Reinforced Concrete And Traditional Parts Require Repairs Due To The Expert Opinion (In Particular) - Emergency Condition Of The Ceiling And External Walls Of The Sub-Basin, - Pre-Failure Condition Of The Sub-Basin Ceiling 10-13 G-F - Use Of Inappropriate Cover, Inappropriate Concrete, Introduction Of Large Cutouts In The Ceiling (Under The Jacuzzi) Significantly Weakening The Horizontal Stiffness Of The Ceiling, - Lack Of Concreted / Inappropriately Concreted Fragments Near The Swimming Pool Basins - Poor Load-Bearing Capacity Of The Basement Floor Under The Devices 1.3. In The Remaining Scope: A) Due To The Use Of External Facades And Showcases That Do Not Comply With The Project Requirements, As Well As Those Reinforced With Elements That Are Not Resistant To Aggressive Brine Environments, Installation Of New External Facades And Showcases That Comply With The Project Requirements B) Improvement Of Sheet Metal Work And Roof Drainage; The Detailed Scope Has Been Defined In The Detailed Design Of The Structure - Constituting Annex No. 13, In The Detailed Architectural Designs Constituting Annexes No. 16 And 17, The Technical Condition Expert Opinion - Constituting Annex No. 14, Stwiorb - Constituting Annex No. 27 And The Bill Of Quantities For The Construction Industry (In The Field Of Structure Repairs, Items 1 To 152 ) Constituting Annex No. 32 And The Bill Of Quantities For Sanitary Works (Within The Scope Of Item 2) Constituting Annex No. 34. A Detailed Description Of The Subject Of The Order Is Included In The Swz,