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1. The Subject Of The Order Is The Reconstruction And Renovation Of Some Of The Rooms Of The School Complex. Home Army Partisan Unit Jędrusie, Along With The Construction Of An Elevator Shaft And Parking Spaces For The Bcu Industry Skills Center In Połaniec. General Scope Of Construction Works: 1.1. Replacement Of Doors And Windows. The Building Will Be Separated By Partitions With Doors On Each Level. In Rooms Intended For Bcu Activities Pvc Window Joinery Uc = 0.9(Max) [W/(M2 • K)]. The Method Of Opening The Joinery And The Layout Of The Quarters In Accordance With The Existing Condition. Color: White. Windows In Sanitary Rooms Are Covered With Milky Window Foil. Plate Doors - Wood-Like; In Bathroom Doors, Air Vents With A Cross-Section Of Min. 0.022 M2 Or Undercuts. Internal Aluminum Doors And Glass-Aluminum Display Windows Equipped With P2 Class Safety Glass, Colors: To Be Agreed With The Investor At The Implementation Stage. Window Joinery Equipped With Air Vents In Accordance With The Existing Layout. In Sanitary Facilities, Cabins Should Be Constructed Using The Hpl.1.2 Wall System. Replacing The Floor, Including Dismantling The Existing Floor And Laying Parquet. In The Ground Floor Classrooms, The Floors Should Be Replaced And Under-Floor Technological Ducts Should Be Installed. Screeds For Concrete Floors Rough Troweled. In The Teaching Rooms And Corridor, Install A Pvc (Vinyl) Floor Covering With A Wear Layer Thickness Of 0.8 Mm. Roll The Carpet Onto The Walls As A 10 Cm High Plinth. Color To Be Agreed With The Investor At The Implementation Stage. The Bathrooms Have Stoneware Floors, Abrasion Class V, Color To Be Agreed With The Investor At The Implementation Stage.1.3. Reconstruction Of Internal Walls. The Project Involves The Demolition Of Part Of The Partition Walls In A Separate Part Of The Bcu Building, Then Construction Of New Brick Walls With Plaster. Internal Partition Walls Made Of Ceramic Blocks. 12 Cm On Cement-Lime Mortar Or Aerated Concrete Tiles On Adhesive Mortar. Brick Up The Door Openings With Cement And Lime Blocks And Finish In Accordance With The Finish Of The Room.1.4. Construction Of Walls And Ceilings: - In Sanitary Rooms, Tiling The Full Height Of The Rooms With Tiles, - In Classrooms And Other Rooms, Filling And Painting Walls And Ceilings With Washable Latex Paints. Colors To Be Agreed With The Investor At The Implementation Stage.1.5. Reconstruction And Expansion Of Internal Installations: 1) The Project Assumes The Implementation Of The Following Installations: Electrical Lighting, Plug Sockets, Power And It. The Separated Building Has A 3-Phase Measurement System Located Inside The Building. - Laying Of Cables, - Expansion Of The Main Switchboard, - Power Lines Of The Designed Switchgear, - Installation Powering 1-Phase And 3-Phase Sockets, - Installation Powering Interior Lighting2) Installation Works - Monitoring And The Internet. The Cctv System Will Be Responsible For Recording Events On The School Premises And Will Cover Places Indicated By The Investor As Important In Terms Of Safety. The System Is To Operate In Class 2, Risk Level 2 Is Assumed (Low To Medium Risk), There Is A Low Probability Of Intrusion By An Intruder. The System Is To Enable Detection, Observation And Reconnaissance Around The Facility. The System Will Consist Of 8 (Depending On Needs) Stationary Cameras With An Integrated Ip Encoder Placed In Bullet Housings. The Cameras Will Be Mounted On The Walls Of The Building And On Poles - Depending On The Location Of The Camera. All Video And Control Signals Will Be Sent Via The Tcp/Ip Protocol. The Transmission Medium Will Be An Ftp Cable (Gel-Coated) Laid In Surface-Mounted Cable Trays Inside The Building Or Attached To Steel Cables. Signals From The Cameras Will Be Brought To The School Building, Where There Will Be A Hanging Rack Cabinet For Cctv Purposes. The Recorder Will Be Located In A Rack Cabinet. There Is No Designated Space For Observations. Access To The Recorder Will Be Directly At The Recorder Or Via Lan/Internet3) Cold And Hot Utility Water. It Is Planned To Install Cold And Hot Water And Circulation Installations As A Reconstruction Of The Existing Installation With Multi-Layer Pipes (Pe-Xi/Al/Pe-Xi) Connected With Using Compression Fittings Using Brass Fittings. Use Threaded Metal Connectors In Places Where They Are Connected To Existing Pipes. Pipes Should Be Protected With Polyethylene Foam Lagging Of A Thickness Appropriate To The Way The Cables Are Routed. Pipes Laid In The Floor Should Be Installed In Peszel Type Pipes. Connect The Taps To The Cold And Hot Water Supply Lines Using Flexible Hoses Made Of Copper Or Reinforced Plastics. Pass Through Walls And Ceilings In Protective Sleeves. After Assembly, The Installation Should Be Subjected To A Tightness Test At A Pressure Of 1.0 Mpa And Rinsed With Tap Water. .4) Sewerage Installation – Existing Connection To The Local Sewage System. The Installation Should Be Made Of Pvc, Sn4 Socket-Type Sewage Pipes With Rubber Gaskets, Connected Using Fittings. Pipes Running Along The Walls And Under The Ceiling Should Be Mounted On Brackets. Encase The Pipes Acoustically With Thick Mineral Wool. 10Cm. Install Sewage Inspections On The Risers. Approaches To Utilities Should Be Run With A Slope Of 2% Towards The Sewage Stacks. The Distribution Levels Should Be Laid With A Slope Of 1.0% Towards The Drain. Siphons Should Be Installed Next To Sanitary Utensils Before Drain Connections. Run The Pressure Pipe From The Existing Condensate Water Pumping Station Under The Ceiling. During The Reconstruction Of The Sanitary Sewage System, Sanitary Rooms Must Be Closed For Use. 5) Central Heating Installation. - Heat Supply As Per The Existing Principles - From The Heating Network,6) Gravity Ventilation According To The Existing Principles - Air Supply In Rooms Through Vents In The Windows, Exhaust Through Individual Ventilation Ducts With Outlet Above The Roof.7) Air Conditioning - Split Air Conditioners With Central Units Are Designed External In The Room 2.7, 2.8 And 2.9 Ground Floor 1.6. Hardening The Area - Parking Spaces. The Bcu Project Includes An External Parking Lot And A Separate Entrance Gate From The Main Access Street, Which Requires Rebuilding The Fence. Hardening For Parking Spaces As An Extension Of The Existing Access And Access Road To The Building. Existing Trees And Shrubs That Interfere With The Construction Should Be Replanted. 1.7. Construction Of An Elevator Shaft With Installation Of The Elevator. Reinforced Concrete Shaft, Pit And Shaft Top Made Of C20/25 Concrete. The Shaft Is An Independently Operating Structural Element. Undershaft And Above Shaft Thickness. 20 Cm Reinforced On Both Sides With A Mesh Made Of #12 Rods With A Mesh Size Of 25X25 Cm. Concrete C20/25, Ribbed Steel -Rb500, Smooth Steel S235jr. The Glass Is Insulated With Thick Polystyrene. 6 Cm And Finished With Silicate Plaster On A Mesh. The Roof Is Insulated With Polystyrene Laminated With Roofing Felt And Covered With Two Layers Of Felt. Rainwater Is Drained Using A Galvanized Steel Gutter / Catalog Size / And A Downpipe With A Diameter Of Φ90 Mm, Located On The Gable Wall. Water Drainage Is Designed By Connecting It To The Existing Stormwater Sewage Network. Platform Parameters: - Maximum Weight That It Can Bear Is 400 Kg. - Hydraulic Drive And Electronically Controlled (Power Supply Is 230 V, Power -1.8 Kw) - Speed At Which This Model Of The Vertical Platform Moves Is 0.15 M/S. The Contractor Is Obliged To Perform Other Necessary Works To Ensure Proper Performance Of The Subject Of The Contract, In Accordance With The Documents Attached To The Swz.2. The Subject Of The Order Was Divided Into 2 Stages: 1) 1St Stage - Covering The Scope Of Work Indicated In Paragraph 1, Point 1, Subpoints 1.1 To 1.52) 2Nd Stage - Covering The Scope Of Work Indicated In Paragraph 1, Point 1, Subpoints 1.6 And 1.7 - The Implementation Of Stage Ii Will Take Place Within Agreed With The Ordering Party (Expected Date Of Commencement Of Stage 2 - 4 Months From Signing The Contract).3. The Contractor Is Obliged To Perform The Subject Of The Contract From Its Own Materials, Using Its Own Tools And Equipment. 4. All Performed Works And Work Organization Must Take Into Account Occupational Health And Safety And Fire Protection Regulations.5. The Works Are Planned To Be Performed On Active Facilities, Which Should Be Taken Into Account By The Contractor When Developing The Work Schedule. The Ordering Party, In Accordance With § 6 Of The Regulation Of The Minister Of National Education And Sport Of December 31, 2002 On Safety And Hygiene In Public And Non-Public Schools And Institutions ( I.E. Journal Of Laws Of 2020, Item 1604), Requires That Construction Works Be Carried Out In A Way That Allows For The Safe Operation Of Educational Institutions On A Full-Time Basis During The Opening Hours Of The Institutions And Allows The Closure Of Institutions In Order To Carry Out Construction Works Only On Dates Free From Classes. Teaching During The Summer Season And After Prior Arrangement With The Director Of The Institution. Each Time, The Deadlines For Carrying Out The So-Called Works Must Be Agreed. Loud Noises That May Cause Disruptions In The Facilitys Operation, Etc., Contact The Facilitys Management At Least Several Days In Advance. Due To The Fact That The Facilities Operate During The School Year, The Work Should Be Carried Out In Such A Way That It Does Not Cause Disruptions In The Functioning Of The School. Each Shutdown, Overvoltage, Etc. Should Be Agreed With The Director Of A Given Facility.6. The Scope Of Works Must Be Performed In A Manner Consistent With The Principles Of Construction Practice And Technical Knowledge, Together With Applicable Regulations And Current Standards, With Due Care.7. The Contractor Is Obliged To Complete The Order In Accordance With The Provisions Of This Swz And On The Terms And Conditions Described In The Contract Template Constituting Annex No. 3 To The Swz.8. The Description Of The Subject Of The Order Is:1) Annex 1A - Design Documentation2) Annex 1B - Bill Of Quantities (Supporting Document)3) Annex 3 - Contract Template
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