Tenders Are Invited For Reconstruction Of The Access Road To Agricultural Land In Mojecice As Part Of Co -Financing From The Budget Of The Lower Silesian Voivodship For The Task: Mojecice Access Road To Agricultural Land

As Part Of The Task, It Is Expected To Design And Obtain On Behalf Of The Employer Entitling To Start Construction Works And The Execution Of Construction Works Based On Technical Documentation Agreed With The Employer For The Task Entitled: Reconstruction Of The Access Road To Agricultural Land In Mojecice As Part Of Funding From The Budget Of The Lower Silesian Voivodeship: Agricultural ” Currently, The Road Within The Boundary Of Both Indicated Plots Has A Variable Width Of Approx. 3.5-5.0M. Design Description: A 4.50 M Wide Road With A Width Of 2 X 0.75 M Wide, With Possible Treads In Places Where The Road Lane And The Area In The Field Will Not Be Able To Realize The Indicated Width, Is Expected: In Addition, As Part Of The Task, The Passes Should Be Designed On The Entire Section Of The Road So As To Enable The Free Evaporation Of Agricultural Vehicles Of A Larger Width. The Distance Of The Road Subject To Reconstruction Is About 490M (Plot No. Akacjowa In Mojecice. Category Of The Kr1 Traffic For The Road Road Class, The Following Structural Layers Were Initially Assumed: • Ac 8S Asphalt Concrete, Gr. 4Cm, • Ac 11W Asphalt Concrete Binding Layer, Gr. 4Cm, • Basic Foundation Made Of Broken Stone Aggregate 0/63 Mechanically Stabilized, Gr. 20Cm, • Hydraulically Stabilized Soil Improved, Gr. 15Cm. In Existing Soil And Water Conditions, Geotechnical Tests Should Be Performed To Qualify The Substrate To The Appropriate Load Group And Develop The Appropriate Geotechnical Opinion, And Based On It, Choose The Right Road Structure. In The Scope Of Dehydration, Due To The Sufficient Width Of The Road Lane, The Road Lane Should Be Designed And Made At Least A Unilateral Road Tire, Designed As Absorbent Or It Is Absorbed In Existing Natural Rainwater Receivers Or If Necessary For The Drainage And Trademical System. If The Existing Or Construction Of New Culverts Under The Crown Of The Road, They Should Be Made Of Hdpe Pipes With A Diameter Of Min. 50Cm, Inlet Housing And Culvert Outlet From Granite Cubes, End The Strengthening With A Concrete Gurt 30X80cm Or A Concrete Rim Of 8X30 Planted On A Concrete Bench. A Firm Side Roadside Roads 20Cm; Reproduce Conventions To Adjacent Plots In Technology Such As The Main Road. Make The Seats Under The Conventions With Hdpe Pipes With A Diameter Of Min. 40Cm, Inlet And Outlet Made As A Reinforced Concrete Front Wall. Make The Ditch And Bottom Of The Ditch In The Culvert Area Made Of Granite Cubes Embedded In Concrete With Pouring Welds With Cement Mortar, Strengthened The Strengthening At A Length Of 2.0M From The Inlet And Output And Finish The Concrete Gurt 30X80cm Or Concrete Rim Of 8X30. Concrete Bench. Road Ditches With A Slope Greater Than 1: 1.5 Designed As Strengthened. As Part Of The Contract, The Design, Approval And Implementation Of Traffic Organization And Any Additional Brd Devices Are Expected.

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Global Tender Document	Tender Notice