1. The Subject Of The Contract Is The Modernization Of The Bridge No. Jni 30001499 Along The Municipal Road No. 101269B (Ul. Krzywólka) Within The Administrative Boundaries Of The City Of Suwałki, Consisting In Reproducing The Technical Condition And The Functional Properties Of The Object After The Failure. 2. Characteristics Of The Bridge: A Single -Span Bridge With A Length Of 12.12 M And A Total Width Of 7.42M. Theoretical Span 11.7 M. Bridge Load-Bearing System-Reinforced Concrete Plate-Beam Structure, Two 10.5M Width And 0.9 M High With Meter Brackets And A Plate Between Girders Of 2.4M Wide And 0.16 M Thick. Isolation Of A Felt Plate On An Asphalt Stick With A 5 Cm Concrete Protective Layer. Permissible Vehicle Passage Of Up To 10 T.3. As A Result Of The Failure, The Refraction Of The Cantilever Meter Part Of The Plate Over 4 M, B) At The Beam From The Side Of The Tributary, A Slot Of A Width Of 2-3 Cm, C) The Lower Buffer Zone Has Fallen Down To The Beam, C) The Lower Buffer Zone Has Fallen Out Of The Upper Length Concrete Balustrades Fell Off The Upper Vaginal And Concrete Above The Handles. 4. The Scope Of The Works Includes, Among Others, Demolition And Preparatory Works, Including, Among Others: Demolition Of Stone Surface With Bedding Layers And A Protective Layer Of Concrete And Roofing Felt, Dismantling Of A Broken Cantilever Plate Over A Length Of About 4 M, Forging Of Corroded Concrete On The Surface Of The Discovered Support System And Support, Streaming - Streaming, Streaming - Abrasive And Abrasive Cleaning A Concrete Bridge, Dismantling Of Damaged And Damaged Concrete Railing Elements; B) Repair Works Involving, Among Others For: Displaying And Concreting Of The Cantilever Plate At A Length Of About 4 M, Paste On The Upper Surface Of The Platform Anchor Fi 20.12 Mm In A 30X30 Cm Mesh, Arranging Armament With Fi 10 Mm Bars, Every 15 Cm On The Entire Upper Surface Of The Platform Along With The Layout Of The Lines. Performing Insulation From The Bridge Thermosal Felt Along With Its Dehydration. Making The Bituminous Surface From The Binding Layer Of 4 Cm And Abrasive Gr. 4Cm Made Of Asphalt Concrete With Bituminous Expansion Joints. Repair Of Damaged Balustrades.C) Finishing Works, Protection Of The Concrete Surface With Pcc Mortars, Hydrophobization Of Concrete And The Location Of Painting Coatings. Adjusting The High Surface Of The Surface To The New Bridge Surface. 5. Pursuant To Art. 101 Para. 4 Of The Public Procurement Law Act, In A Situation Where The Documents Describing The Subject Of The Contract, Contained A Reference To Standards, European Technical Assessments, Approval, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Para. 1 Point 2 And Para. 3 Of The Public Procurement Law, And Such References Were Not Accompanied By The Or Equivalent Expression, The Contracting Authority Allows Equivalent Solutions Described In Each Such Norm, European Technical Assessment, Approval, Technical Sp
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