The Subject Of The Public Contract Is To Conclude A Contract For Work With One Supplier To Carry Out Construction Work In Repair Of Roads In Section 1: Velká Štáhle Municipality, Parc. 711/2 And 699/2, Cadastral Territory Of Jamartice And Section No.2: Road Iii/37020 Malá Štáhle - Dolní Moravice, In Stationing Km 2,720–4,120. Section 1: It Is A Repair Of The Discarded Part Of The Road Ii/370 In The Section, Which Is Located In The Village Of Velká Štáhle, Specifically On The Parc. 711/2 And 699/2, Cadastral Territory Of Jamartice. The Length Of The Section Is 145.0 M, The Average Width Is 4.5 M. As Part Of The Repair, The Surface Of The Asphalt -Concrete Alignment Layer Acl 16+ Will Be Aligned With An Average Thickness Of 50 Mm And Subsequently Laid An Abrasive Layer Of Aco 11+ Asphalt Concrete In A Thickness Of 40 Mm. Before Laying Each Asphalt Layer, The Surface Will Be Machined And Provided With A Connecting Spray. At The End, The Bells Will Be Reinforced With An Asphalt Recycled Recycled In A Thickness Of 90 Mm. On The Road There Is An Inundation Culvert, Which Will Be Repaired As Part Of The Construction. Repair Will Be Remedied And Cleaned Of 2 Pieces Of Žb Of Prefabricated Beams, Which Are Made As Ovens Of The Culvert, And The Visual Concrete Parts Of The Culvert, Trim And Cross The Stone Parts Of The Culvert Will Be Cleaned And Remedied. A Culmination/Wings Of The Culvert Will Be Repaired - The Frequency Of The Missing Frequencies. Easter Steel Beams Will Be Cleaned And Painted. Newly, The Dna And Adjacent Slopes From The Quarry Stone Into The Concrete Bed Will Be Reinforced On The Inlet And Discharge, And Stone Slides Will Also Be Made From Lk To Bet. Bed. Section 2: It Is About Repairing The Surface Of The Road Iii/37020 In The Section Malá Štáhle - Dolní Moravice, In The Station Km 2,720–4,120. The Total Length Of The Repaired Section Is 1.4 Km, With An Average Width Of 6.0 M. As Part Of The Repair, The Existing Structural Layers Of The Road Will Be Milling, Removal Of Deposits From The Sidewalls And Cleaning The Surface Of Machinery Before Laying A New Body Layer. Subsequently, The Spraying And Laying Of The New Body Of Aco 11+ Asphalt Concrete Will Be Carried Out At A Thickness Of 50 Mm. Part Of The Work Is Also Strengthening Of The Sidewalls With Asphalt Recycled From The Building In A Thickness Of 100 Mm And The Pouring Joints. In The Urban Area Of The Municipality It Is Necessary To Maintain Transport Services. The Work Will Be Considered Completed After The Handover Of The Finished Work To The Client And Its Written Agreement.
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