Tenders Are Invited For Modernization Of Municipal Roads In The City Of Jordanów in Poland

Work Detail

1. Modernization Of Municipal Roads In The City Of Jordanów, Including: Part 1: Modernization Of The Municipal Road - Ul. 3 Maja-Boczna, Plot No. 5376/1 On The Section From 0+330 To 0+5702. Execution Of Construction Works Consisting Of, Among Others: On: - Excavations And Backfills Made With Backhoe Excavators; - Laying Plastic Sewage Pipelines; - Constructing Hdpe Polyethylene Sewage Culverts, Along With An Excavation, Fi 400 Mm; - Paving The Inlet And Outlet Of The Culverts Under The Exits, Sewage Outlets, With Stone Paving (10X10cm) On A Cement And Sand Ballast With Grouting The Joints With Mortar Special;- Construction Of Sewage From Polymer Concrete Elements With A Cast-Iron Grate Of D400 Class (Including System Manholes) And Prefabricated Railway Sewage, Trapezoidal And Mogul Sewage; - Construction Of Crushed Aggregate Foundation And Ground Stabilization; - Construction Of Surfaces From Mineral-Bituminous Mixtures, Crushed Aggregate And Paving Stones; - Installation Of Concrete Curbs And The Construction Of Footings - Concrete Lowered Lying Or Inrun - Topsoiling And Sowing, Along With Strengthening The Slopes With Openwork Slabs On A Cement-Sand Ballast;3. Introduction Of Temporary Vertical And Horizontal Traffic Organization By Preparing A Design With Approval And Implementation;4.1. Part 1: Modernization Of The Municipal Road - Ul. 3 Maja-Boczna, Plot No. 5376/1 On The Section From 0+330 To 0+570. The Section Of The Renovated Road From Km 0+330 To Km 0+570 Envisages The Construction Of An Asphalt Surface Consisting Of A Binding Layer And A Wearing Course Of Asphalt Concrete Along With The Replacement Of The Crushed Aggregate Base On An Improved Base Stabilized With A Hydraulic Binder. The Renovation Involves The Construction Of A New Crushed Aggregate Base On An Improved Base Stabilized With A Hydraulic Binder And A New Asphalt Surface Consisting Of A Binding Layer Of Asphalt Concrete And A Wearing Course Of Asphalt Concrete. Moreover, On The Left Side Of The Road, The Project Envisages Replacing Concrete Sewage Channels With Dimensions Of 50X15x50cm. The Location Of The Planned Investment Was Presented On The Site Plan, Technical Parameters And Construction Details Were Marked On The Drawing Part Of The Project. The Shape And Parameters Of The Investment Refer To The Terrain And The Existing Development Of Adjacent Plots.5. The Remuneration Is To Include The Costs Of Collecting And Testing Samples Indicated In Stwiorb As Well As Those Necessary Resulting From The Order Of The Investors Supervision Inspector, Geodetic Delineation Of The Scope Of Work, Preparation And Organization Of The Construction Site, Preparation And Organization Of Road Traffic, Marking And Securing The Work Area.6. A Detailed Description Of The Subject Of The Order Is Set Out In The Technical Documentation Constituting Annex 9 Of The Swz. 7. The Contractor Will Carry Out The Works At His Own Expense And Risk And Will Provide Surveying Services In Connection With The

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