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The Subject Of The Public Contract Is To Conclude A Contract For Work With One Supplier To Perform Construction Work Within The Construction Of Repair Of Road Iii/04738 Fulnek - Jestřabí At Km 1,860 - 7,180. It Is A Continuous Repair Of The Surface Of The Road, The Purpose Of Which Is To Remove The Emergency Technical Condition Of The Road. It Is A Regional Road Iii/04738 Used To Connect Fulnek And Suchdol Nad Odra. The Road Will Have An Asphalt Concrete Cover. The Entire Range Of 3.5X4.1 M Will Be Maintained Over The Entire Range. It Is Assumed To Be Implemented By Individual So And Their Commissioning. The Existing Traffic Regime Will Be Maintained Here After Repair. A High Pau Content Was Found Throughout The Section And The Mixed Samples Were Classified As Shi-T3 And Si-T4. Cold Recycling Technology Was Therefore Chosen To Minimize Construction Costs With Laying A New Cover. The Construction Is Divided Into The Following Buildings: So 101 Road Iii/04738 - Section Fulnek - Jestřabi As Part Of This So, The Extravilan Section Between Fulnek And The Region Of The Village Of Jestřabí, The Station Is Stationary In Km 0.000 00 - 1.519 86. The Repair Will Be Carried Out While Maintaining The Existing Directional Direction Of The Road And With The Height Arrangement Resulting From The Proposed Repair Technology. Length Of Section: 1 519.86 M In The Extravilan Section (Km 0.000 - 1.519 86), The Width Of The Road Is The Existing Condition, Ie 5.50 M. On Both Sides, Unpaved Beds Of Gravel Are 0,50 M On Both Sides. The Adjoining Terrain Is Adjusted, Flexible And Grassing. The Slope Of The Flexion Slope Is Designed In 1: 2. In This So, The Leveling Is Designed With An Increase To Recycle The Existing Road Directly. The Construction Of The Asphalt Road Is Composed Of: Asphalt Concrete For Acco 11 + * 40 Mm Fastening Spray Ps-E 0.4 Kg/M2 Asphalt Concrete For Bed Layers Acp 16 + * 60 Mm Infiltration Spray With Pi-E Sub-Storage 0.6 Kg/M2 Recycling Of The Backing Layers For Cold 160 Mm Min. 260 Mm * A Modified Binder Will Be Used For Increased Resistance To Permanent Deformations The Proposed Repair Procedure Will Increase The Surface (Reinforcement Of The Road) By 100 Mm. So 102 Road Iii/04738 - Section Jestřabí, Intravilan - Inv. Ssmsk Within This So, An Intravilan Section In The Village Of Jestřabí Is Solved, Stationing At Km 1.519 86 - 2,159 86. The Repair Will Be Made While Maintaining The Existing Directional And Height Of The Road. Length Of Section: 640.00 M Basic Road Width: Intravilan - 5.50 M In The Urban Section (Km 1.519 86 - 2,159 86), The Width Of The Road Follows The Existing State, Ie 5.50 M. On Both Sides, Unpaved Beds Of Gravel Are 0,50 M On Both Sides. The Adjoining Terrain Is Adjusted, Flexible And Grassing. The Slope Of The Flexion Slope Is Designed In 1: 2. Existing Descents Will Be Smoothly Connected From The Edge Of The New Road To The Edge Of The Parcel. The Construction Of The Asphalt Road Is Composed Of: Asphalt Concrete For Acco 11 + * 40 Mm Fastening Spray Ps-E 0.5 Kg/M2 Asphalt Concrete For Bed Layers Acp 16 + * 60 Mm Infiltration Spraying With Pi-E 1.0 Kg/M2 Recycling Of The Backing Layers For Cold 160 Mm Min. 260 Mm * A Modified Binder Will Be Used For Increased Resistance To Permanent Deformations So 103 Road Iii/04738 - Section Jestřabi - Kletné As Part Of This So, The Extravilation Section Between The Regions Of The Municipalities Of Jestřabí And Kletná Is Solved, The Station Is Stationary In Km 2,159 86 - 4.360 54. The Repair Will Be Made While Maintaining The Existing Directional Management Of The Road With The Height Treatment Resulting From The Proposed Repair Technology. Length Of Section: 2 200.68 M Basic Road Width: 5.50 M In The Extravilan Section (Km 2,159 86 - 4.360 54), The Width Of The Road Follows The Existing Condition, Ie 5.50 M. On Both Sides, Unpaved Beds Of Gravel Are 0,50 M On Both Sides. The Adjoining Terrain Is Adjusted, Flexible And Grassing. The Slope Of The Flexion Slope Is Designed In 1: 2. The Construction Of The Asphalt Road Is Composed Of: Asphalt Concrete For Acco 11 + * 40 Mm Fastening Spray Ps-E 0.4 Kg/M2 Asphalt Concrete For Bed Layers Acp 16 + * 60 Mm Infiltration Spray With Pi-E Sub-Storage 0.6 Kg/M2 Recycling Of The Backing Layers For Cold 160 Mm Min. 260 Mm * A Modified Binder Will Be Used For Increased Resistance To Permanent Deformations The Proposed Repair Procedure Will Increase The Surface (Reinforcement Of The Road) By 100 Mm. So 104 Road Iii/04738 - Section Kletné, Intravilan As Part Of This So, An Urban Section In Kletná Is Solved, Stationing At Km 4.360 54 - 5,290 37. The Repair Will Be Carried Out While Maintaining The Existing Directional And Elevation Of The Road. Section Length: 929.83 M Basic Road Width: Intravilan - 5.50 M 17/34 In The Urban Section (Km 4,360 54 - 5,290 37), The Width Of The Road Follows The Existing State, Ie 5.50 M. On Both Sides, Unpaved Beds Of Gravel Are 0,50 M On Both Sides. The Adjoining Terrain Is Adjusted, Flexible And Grassing. The Slope Of The Flexion Slope Is Designed In 1: 2. The Construction Of The Asphalt Road Is Composed Of: Asphalt Concrete For Acco 11 + * 40 Mm Fastening Spray Ps-E 0.4 Kg/M2 Asphalt Concrete For Bed Layers Acp 16 + * 60 Mm Infiltration Spray With Pi-E Sub-Storage 0.6 Kg/M2 Recycling Of The Backing Layers For Cold 160 Mm Min. 260 Mm * A Modified Binder Will Be Used For Increased Resistance To Permanent Deformations The Proposed Repair Procedure Will Be Maintained By The Existing Level Of The Road Edge. The Following Repair Procedure Is Assumed: Removal Of Elevated Unpaved Beds, Cleaning The Road Edges To Reveal The Entire Width Of The Paved Part Of The Road. The Design Of The Backing Layer Of Cold Recycling With Cement Binder (Or Other Hydraulic Binder), Asphalt Binder (Asphalt Emulsion, Foaming Asphalt), Eventually. A Combination Of These Binders. The Recycling Will Be Carried Out In Accordance With Tp 208 (Recycling Of Non -Cold Structures For Cold). The Layer Equality Will Meet The Requirements For The Underlying Asphalt Layer (According To Čsn 73 6121 Unevenness Up To 0.02 M). The Final Thickness Of The Recycled Layer Is 160 Mm. Surface Cleansing, Connecting Spray, Acp 16+ Bed Layer At 60 Mm Thickness. Surface Cleaning, Connecting Spraying, Aco 11+ Layer At 40 Mm Thickness. Completion Of Unpaved Bears. Part Of The 1St Stage Is The Repair Of 1 Culvert And 9 Shafts For Rain Sewer (Demolition Of Existing Shafts And Their Restoration). Part Ii. Stage Is Repair Of 2 Culverts. So 105 Traffic Engineering Measures The Road Will Be Closed At The Beginning And End Of The Construction According To The Currently Solved Section. During The Work, The Section Of The Road Will Be Closed. The Aim Is To Maintain Public Transport Services Throughout The Construction. The Exceptions Will Be Days When It Will Not Be Possible Due To The Proposed Technology. However, These Are Relatively Short Time Intervals That Can Be Directed To Weekends Or Holiday Time When Less Bus Connections Run The Solved Road Lies On The Link Fulnek And Suchdol Nad Odrou, Without The Possibility Of Turning To Other Regional Roads. The Detour Route Is Possible Along The Fulnek - Smooth Life - Suchdol Nad Odrou And Is Virtually The Same For Performing All So. The Length Of The Detour Is About 13 Km And Should Not Mean A Significant Delay For The Driver. At The Time Of The Closure Of The Extravilan Sections, The Above -Mentioned Detour Route Will Be Marked, Which Will Allow Arrival To The Village From The Other Side. At The Time Of The Closure Of Urban Sections, Arrival At The Edge Of The Municipality Will Be Allowed, Where The Use Of Existing Areas For The Deputies Of The Population Of The Population Is Expected. Bus Lines On The Routes Fulnek - Nový Jičín (Line 618) And Fulnek - Jeseník Nad Odrou (Line 619) Pass Through The Road. As Part Of The So 101+102, It Will Be Necessary To Adjust The Existing Intersection On The Southern Edge Of Jestřabí In Front Of No. 43. Here Is Currently A Grassy Island In Which 3 Young Trees Have Already Been Planted. Before Construction, The Entire Area Must Be Strengthened By 200 Mm Gravel So That The Bus Coming From Kletná Can Turn On It. At The End Of The Work, The Gravel Will Be Removed, The Area Is Fed And Grassed. And There Will Be 3 New Trees. As Part Of The Execution With 103+104, The Traffic Signs Will Be Reserved For Turning The Bus On The Asphalt Area At The Dam Under Kletné. Before Starting This Construction, It Is Necessary To Deal With The Organizational Security Of Public Bus Service During The Construction Of The Organizational Security Of Public Bus Service In A Long Time In Close Cooperation.
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