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The Subject Of The Public Contract Is To Conclude A Contract With One Supplier For The Processing Of Project Documentation Of The Construction, Which Will Be Used For The Selection Of The Contractor And For The Construction Of The Construction (Pcb) For The Construction Road Iii/4845 In The Municipality Of Staříč. The Content Of The Subject Of Performance Is The Delivery Of A Complete Agreed Project Documentation (Pd), Including All Required Statements And Records From The Negotiations. The Subject Of The Public Contract Is Also The Design Of The Diagnostic Survey Of The Road Construction And Designing Technically And Economically Optimal Way Of Repairing The Road Surface, Including The Assessment Of The Contents Of The Pau Pursuant To Decree 283/2023 Coll. And Decree 273/2021 Coll. All Materials Concerned By The Proposed Building Modifications. Diagnostic Exploration Of Road Construction - Diagnostic Exploration Of Road Construction Will Be Carried Out To The Necessary Extent For Designing Economic Road Surface Repair. In The Event That Cold Recycling Technology Is Selected For The Design Of Technology, It Must Also Be Part Of The Processed Diagnostics As Well As Calculating The Load -Bearing Capacity Of The Subsoil. The Range Of Assignment Of A Diagnostic Survey: - Visual Inspection (Recording Of Faults By The Photo System) - Collection Of Core Bores (Jv) From The Asphalt Stack For Determining The Thickness Of The Asphalt Layers Or The First Base Layer - In The Required Number. - Laboratory Analysis Of Asphalt Mixtures, Including The Determination Of The Total Pau Content According To The Decree 283/2023 Coll. For Each Bore And Each Layer Separately - In The Required Number. - Defining The Properties Of Materials Of Individual Existing Structural Layers, Determining The Causes Of Faults And Design Of The Method And Technology Of Repair Diagnostics Will Be Made In The Range According To Tp82, Specifically: - Vip Visual Inspection - Rzz Shock Loading Test 20 Pcs/Km - Jv Core Bore 5 Pcs/Km - Vs Drilled Probe 2 Pcs/Km - Ras Analysis Of Asphalt Mixture 1 Analysis/3 Jv - Rzp Analysis Of The Soil 1 Analysis/3 Jv - Pau - Averts 1 Pcs/5,000 M2 Final Report With Variant Proposal To Repair The Road In A Given Location - 1X In Written Form, 1 X Electronically. The Final Report Will Contain The Following Chapters: 1. Basic Data 2. Localization Of Sections 3. Description Of Surface Condition, Incl. Graphic Recording Of Visual Tour, Draw Sond And Jv 4. Description And Evaluation Of Tests 5. Description Of Probes And Laboratory Analyzes, Incl. Photo Documentation Of Their Samples 6. Proposal Of Repair In A Variant Solution (Eg 1 Variant - Less Thickness Of Amplification With A Shorter Lifetime, 2. Variant - With Longer Lifetime, Suggestions Must Take Into Account The Results Of The Tests In Terms Of The Formation And Quantity Of Waste). The Existing Road Leveling Should Be Followed In An Urban 7. Photo -Documentation Of The Road Surface Condition 8. Protocols From Test Results (Load -Bearing Capacity, Outflows, Layer Thickness + Amplification Design, Se Protocol, Vs Protocol, Asphalt Mixture Protocol, Soil Properties Protocol) 9. Protocols From Pau Tests, Classification Of Layers Again And Zpm, Waste Deletion (Oo/No) 10. Protocols From The Results Of The Analysis According To The Decree No. No. 273/2021 Coll. The Design Layers Of The Road Will Be Designed In Accordance With The Diagnostic Exploration Of The Road Construction Secured By The Contractor After Discussion And Agreement With The Client. The Start Of The Section Is About 2.350 (Joint Before Turning To The Shaft) And The End At Km 3.760 (Under The Church). The Length Of The Section Is About 1,410 M. It Is Assumed To Divide The Building Into One Building Object. Pd Will Also Include 2 Culverts Repair: 1) Ev.Č. 4845-2P In Km 2,237 Remove Air Raids, Light Rehabilitation Forehead, Remove Motted Grass Landfill 2) Ev.Č. 4845-3P In Km 2.534 Remove Air Raids, Loose Masonry On The Discharge Side, Cross And Cross On The Route Is The Bridge Ev.Č. 4845-5-Only Milling In Thickness Will Be Made. 40 Mm And Aco Installation In Thickness. 40 Mm. The Geodetic Part Of The Project Documentation, Which Is An Essential Part Of The Projects Will Be Provided By The Contractor With An Authorized Authorized Geodet. The Structural Layers Will Be Designed In Accordance With The Diagnostics Of The Road. The Principles Of Construction Organization Are Part Of The Pcb. The Documentation Will Also Include A Proposal For The Plan Of The Construction Organization, Including The Solution Of The Safe Passage Of Public Transport And Irs, As A Basis For The Contractor, Including The Approval Authorities (Di Pčr). In The Case Of Complete Closures And The Need To Ensure Public Transport Operator, The Performance Will Also Be Part Of The Performance And Incorporation Into The Project Documentation Of The Solution Of Substitute Shuttle Transport. Furthermore, The Pd Proposal Will Be A Proposal For The Laying Plan For Laying Individual Asphalt Layers. The Osh Plan Shall Be Ensured By The Contractor By The Authorized Professionally Eligible Person.
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