Tenders Are Invited For Improving Road Infrastructure In The Gielniów Commune - Part 1: Reconstruction Of Municipal Roads In Drynia

1. Order Name Issued By The Ordering Party: Improving Road Infrastructure In The Gielniów Commune Part 1: Reconstruction Of Municipal Roads In Drynia. 2. The Subject Of The Contract Includes The Execution Of Construction Works Consisting In Improving Road Infrastructure In The Gielniów Commune Through The Reconstruction Of Municipal Roads In Drynia. 3. Investment Location: The Planned Scope Of The Investment Is Located In Drynia On Plots With Registration Numbers: 580, Obręba Obręba, Gielniów Commune, The Plot Is The Road Lane Of Public Road No. 330216W; 13 And 14, Kotfin Precinct, Gielniów Commune, Plots Of Land Are The Road Lane Of Public Road No. 330218W And 20 And 203, Kotfin Precinct, Gielniów Commune. The Above Plots Are Not Entered In The Register Of Monuments And Are Not Protected On The Basis Of A Local Spatial Development Plan, They Are Not Within The Mining Limits. 4. The Scope Of Construction Works Covered By The Subject Of The Contract: The Entire Section Of The Road Was Designed To Restore The State Of The Original Road And Roadsides. The Designed Robots Will Consist In Making A New Asphalt Overlay On The Road And Improvement Of Existing Roadsides With Broken Aggregate. Other Elements Of The Road Unchanged. For The Entire Section Of The Road, Reproduction Of The Road With A Width Of 3.0 - 3.5 M Was Designed, Strengthening Of Bilateral Roadsides With A Width Of 0.5 M. 3 Cm; Ac11w Asphalt Concrete Compensatory Layer In An Amount Of 100 Kg/M2 On Average; The Existing Surface Is Profiled And Aligned By Cold Milling. Roading On The Existing Aggregate: The Ac8s Asphalt Concrete Abiding Layer. 3 Cm; Ac11w Concrete Binding Layer Gr. 4 Cm; Foundation From Broken Aggregate Profiled And Aligned With The Supplementation Of The Thickness Of Layers After Thickening 20 Cm; Roadside: A Layer Of Broken Aggregate 0/31 Gr. 7 Cm, Ground Ground Supplemented, Even And Concentrated. Surprises: Congresses Directly Through The Side Of The Road. The Surface At The Conventions Should Be Supplemented With Broken Aggregate 0/31.5 Mm Mechanically Stabilized. On Existing Conventions With Paving Pavements, It Should Be Made Of Altitude Adjustment By Reprinting With A Possible Supplementation Of Sprinkles And Foundations. Developments Of Road Dehydration: Dehydration Of The Road Lane Remains As In The Existing State, In The Form Of Longitudinal And Transverse Roads And The Roadside In The Direction Of The Adjacent Area. 5. Details On Functionality, Material Solutions, Including: Minimum Requirements Of The Employer Regarding: Technical, Technological Parameters, Requirements For The Implementation And Acceptance Of Construction Works, Warranty Conditions, Contractors Obligations, Etc. The Following Documents Specify: 1) Materials For Submitting Construction Works Not Requiring A Building Permit For The Subject Of The Application: Renovation Of Municipal Roads In The Town Of Drynia; 2) Municipal Roads In Drynia; 3) Traffic Organization Project: Renovation Of Municip