Tenders Are Invited For Construction Of A Brine Graduation Tower Along With The Reconstruction Of Ul. Zdrojowa, Lighting And Monitoring As Well As Land Development In The Brześć Kujawski Spa Commune

Part 1: Construction Of A Brine Graduation Tower With Land Development The Subject Is The Construction Of A New Cubature Facility - A Free-Standing Illuminated Field Graduation Tower With Accompanying Infrastructure And Elements Of Small Architecture Such As Benches, Couches, Etc. The Subject Of The Contract Is A Free-Standing Brine Graduation Tower Supplied With Brine From A Sealed Tank. Ready Brine Delivered, For Example, From Ciechocinek. The Planned Graduation Tower Has A Roofed Passage In The Middle. The Designed Facility Has A Mixed Reinforced Concrete And Wooden Structure. Blackthorn Installation Will Be Made On The Core In A Wooden Structure. Roofing In A Wooden Structure, Draining Plate And Reinforced Concrete Foundation. An Overflow Trough Is Designed Over The Blackthorn Filling. The Brine Flowing From The Trough Drains Into The Reservoir And Is Again Pumped To The Graduation Tower, The Whole Process Takes Place In A Closed Circuit. The Area Around The Graduation Tower Is Hardened - Footpaths With A Separate Seating Area. Access To The Square Is Provided From The East And West - Through The Existing Pedestrian Routes And The Rebuilt Road - The Reconstruction Is Covered By A Separate Study. In The Scope Of The Investment - The Following Will Be Implemented: - Construction Of Graduation Towers, - Assembly Of Equipment, - Land Hardening, - Execution Of Water Installation, - Execution Of External Technological Installation Of Brine Installation, - Execution Of External Electricity Installation, - Execution Of Lighting Of Graduation Towers, - Planting With Plantings, - Installation Of Carpet Lawns, - Cleaning Works. The Contractor Is Obliged To: 1. Purchase And Delivery Of Brine;2. First Launch Of Graduation Tower Technology With Brine;3. Training And Instruction Of Two Employees Indicated By The Employer. Scope Of The Study To Remove The Conflict In Order To Remove The Conflict Of Cable Lines, The Following Should Be Performed: • Relocation Of The Nn Cable Lines • Disassembly Of The Nn Overhead Connection To Plot 233/1 Existing Conditioncurrently On Plots 233/2 And 230 There Are Nn-0.4Kv Cable Lines That Require Reconstruction. Lv 0.4Kv Cable Lines Are Supplied From The Transformer Station: [Sta3-0955] In Connection With The Planned Project, The Existing Lv-0.4Kv Cable Lines Should Be Reconstructed. ] Zdrojowa - Existing Overhead Connection To Plot 233/1• [Sta3-0955-02] Blok Hel - Existing Lv-0.4Kv Cable Line Reconstruction Of The Yaky 4X240/4X185 Cable Line And Asxsn 4X25 Overhead Connection 0.4Kv Nn3-0955-02 Type Yaky 4X240/4X185 Supplied From The St3-0955 Station Should Be Cut In The Place Of The Existing Cable Joint, Extended With A Section Of The Yakxs 4X240 Cable With A Length Of L=13/17M And Inserted Into The Designed Krsn-P2/ 2F-Nh2/2R-Nh00/F Located On Plot 233/2 In The Place Indicated In Fig. Pzgt.Ie.1. From The Designed Krsn To The Designed Cable Joint In The Place Marked As C, A New Section Of The Yakxs 4X240 Cable With A Length Of L=110/117M Should Be Laid. The Existing And Planned Cables Should Be Connected Through Srn4 240 Cable Joints. The Colliding Cable Section Should Be Deactivated In The A-B-C Section. A Yakxs 4X35 Cable Line With A Length Of L=51/ 56M To The Designed Measuring Cabinet P1-Rs/Lzv/F, Which Should Be Built At The Border With Plot 233/1 In Accordance With The Drawing Pzgt.Ie.1. The Existing Overhead Connection Asxsn 4X25 To Plot 233/1 With A Length Of L=45M Should Be Dismantled Together With The Existing Stand 602/1 From Stand 602 To The Building On Plot 233/1. The Existing Measuring System Should Be Transferred To The Planned Measuring Cabinet P1-Rs/Lzv/F. The Connection Diagrams In The Station And The Existing Cable Connector, Div. 227/1, Should Be Updated. The Pen Protective-Neutral Rail In The Designed Krsn And The Measuring Cabinet Should Be Additionally Earthed. The Secondary Ground Resistance Should Not Exceed 30Ω. For The Krsn And The Measuring Cabinet, Make A Strip And Rod Earth Electrode: Galvanized Steel Vertical Earth Electrode 16Mm, Non-Connector Type: Tip G9031 And Clamp G9033n Made Of 4 Galvanized Rods G9032, 1.5 M Long Each. Connect The Earth Rod With Fe/Zn 25X4 Tape. The Designed Cable Should Be Laid In The Ground On A 10 Cm Layer Of Sand At A Depth Of 0.7 M, Cover The Cable With A 10 Cm Layer Of Sand And Min. 15 Cm Layer Of Native Soil. At A Distance Of Min. Lay The Blue Cable Foil 25 Cm Above The Cable. Backfill The Cable In Layers, Tamping Them One By One. Before Starting The Works, Perform A Geodetic Marking Of The Cable Route, And After Laying The Cable Before Backfilling, Carry Out Technical Acceptance By An Authorized Representative Of Rd Włocławek, Prepare A Laying Report And Carry Out A Geodetic Inventory. When Performing The Works, Take Into Account The Comments Contained In The Coordination Opinion. If Proper Names Are Used, It Should Be Understood That They Have Been Used For Documentation And Calculation Purposes. In Each Such Case, It Should Be Understood That This Applies To Devices, Equivalent Materials With Not Worse Parameters. The Subject Of The Contract Meets The Requirements Of Art. 100 Sec. 1 Of The Public Procurement Law. Detailed Description Of The Works In The Technical Documentation. Completion Date: 11-2023. Payment Date: Transfer Using The Split Payment Mechanism (Spm) Within 30 Days Of Submitting The Invoice, Including: - Partial Payment In October 2023. - Final Payment (After Completion Of All Works On The Basis Of The Acceptance Report Of The Performed Works). Guarantee Period: Minimum 48 Months And Warranty Period Equal To The Warranty Period. At The Same Time, The Ordering Party Indicates The 84-Month Maximum Guarantee Period (Gmax). Pursuant To Art. 95 Sec. 1 Of The Public Procurement Law, The Employer Requires The Contractor Or Subcontractor To Employ, Under An Employment Contract, All Persons Performing Activities Related To The Performance Of The Contract, Including Direct, Physical Performance Of All General Construction Works.