Tenders Are Invited For Construction Of A Municipal Road In Edwardów - Stage I

3 2) Demolition Works: Asphalt Concrete Pavement, Foundations Made Of Broken Aggregate Or Stabilized Soil With Removal Of Demolition Outside Of The Construction Site, 3) Making The Corridor For The Construction Of Exits, For Widening Of The Road; 4) Execution Of The Embankment (Regulation Of The Road Crown From The Ground Obtained From The Road); 5) Profiling And Compaction Under The Construction Of The Road And Density Under The Construction Layers Of The Roadway (Reconstruction Or Widening Of The Existing Road); 7) Layer From The Ground Stabilized With Cement (Conventions); 8) Mechanical Purification Of Non -Adhesive Structural Layers And Mechanical Condensation Of Non -Postual Structural Layers; 9) Mechanical Purification Of Bituminous Structural Layers And Mechanical Sprinkling Of Bituminous Structural Layers; 10). Broken Aggregates 0/31.5 Gr. 15Cm (Ordinary Conventions); 11) Layer Of Broken Aggregate 0/31.5 Gr. 20Cm (Conventions With Reinforced Structure; 12) A Layer Of Foundation Made Of Mce Mixture Made Using The Cold Recycling Method At The Site Of The Thickness Of 15Cm Along With Rearranging13) Ac16w Asphalt Concrete Binding Layer. 4 Cm (Kr1); 14) Abert Construction Ac11s Grup. 4 Cm (Kr2); 15) Layered Milling To Thick 4Cm; 16) Making A Complete Culvert Under The Downhill Rides Of Pvc Pipes With A Diameter Of 30Cm; 17) Making A Complete Culvert Under Downhill From Pvc Pipes With A Diameter Of 30Cm; 18) Roadside From A Broken Aggregate Mixture, Layer Thickness 10Cm; 19) Cutting The Roadside Mechanically Thickness Up To 10Cm, Material From Cutting Out Of The Construction Site; 20) Cleaning The Roadside Dimensions From Dna And Slopes Profiling And Removal Of The Ground Outside The Construction Site; 21) Cleaning The Culvert Up To 40Cm From The Accumulated Sovearding With The Sovereignty Outside The Construction Site; 22) Vertical Marking; 23) Height Adjustment Cement -Sand In Order To Link Altitude To The Road Surface; 24) Additional Works In The Scope Of Removing Collision Of Fiber Optic Cable Consisting In: A) Postponing Of A District Cable Pipeline, B) Laying Of A120ps Bicide Protective Pipes In The Excavation, C) Performing Protection Of Existing Infrastructure And Open Excavation, D) Lines Fiber Optic, Final Measurements Of The Regenerator Section From The Switch. The Exploration Requires The Arrangement Of The Abrasive Layer Of The Entire Road Width. 2. The List Of Works Planned To Be Carried Out As Part Of The Offer Is Given In The Offer Cost Estimate, Constituting Form No. 2.1 And Form 2.2. To Swz. As Part Of The Works Listed In The Above -Mentioned Cost Estimate, It Should Also Be Performed: - All Works That Are Necessary For The Contractor Properly Carried Out In The Offer Cost Estimate, Including Auxiliary, Temporary And Accompanying Works Resulting From Stwiorb And Project Documentation, - All Other Works, Works, Research (Laboratory), Activities, Duties And Requirements Arising From Sw Offer Cost Estimate). 3. A Detailed Descrip