Tenders Are Invited For Reconstruction Of Municipal Road No. 150511C In The Orłowo Village in Poland

Work Detail

The Subject Of The Order Is The Performance Of Construction Works Consisting In The Reconstruction Of Municipal Road No. 150511C In The Orłowo Village. The Task Includes The Reconstruction Of The Road With A Service Channel And Lighting Of The Pedestrian Crossing. The Works Include Construction And Electrical Works. Road Industry The Investment Is Carried Out On Plots 103/4, 123, 122/1, 136/1, 132/2, 115/1, 130/4, Orłowo District, And Plots 20/2, 47/1, Gnojno District, Commune. Inowrocław. The Reconstruction Of Municipal Road No. 150511C Covers The Section From The Intersection With District Road No. 2033C On The Cierpice - Rojewo - Inowrocław Route (Plot No. 103/4, Orłowo District) To The Town Of Gnojno. The Length Of The Section Covered By The Reconstruction Is 918.56 M. Designed Condition: The Road Was Designed In Accordance With Applicable Regulations And Investors Guidelines, While Observing The Limitations Resulting From The Terrain Conditions. The Road Was Designed At Km 0+000.00÷0+918.56 As A Single Carriageway, Single Lane, With Two Traffic Directions. The Following Design Parameters Were Adopted: - Traffic Category - Kr1 - Road Class - L - Design Speed - 60 Km/H - Bituminous Road Width 5.0 M With Both Sides Hardened With Crushed Aggregate 0/31.5 Mm In Width 0.75 M With Local Widening On A Horizontal Curve Up To 5.7 M - Drainage Using Transverse Slopes To Adjacent Green Belts, In Which Evaporative, Drainless Drainage Ditches Are Located, - Ensuring The Possibility Of Free Access To The Property And Arable Fields. Technological Channel: Construct The Kt Technological Canal As A Ktu Street Canal, And A Ktp Culvert In Accordance With The Route Shown On The Land Development Plan. Place The Canal In The Right-Of-Way Of The Planned Street. The Depth Of The Channel Foundation, Calculated From The Designed Surface Of The Roadside To The Upper Edge Of The Ro Casing Pipe, Should Be Min. 0.7 M, And The Ktp Channel Under The Designed Road Is 1.0 M, Calculated From The Designed Elevation To The Upper Edge Of The Ro Casing Pipe. The Cross-Section Of The Ktu Channel Is Shown In Figure 1T. Rs And Wmr Pipes Should Be Laid On A 10 Cm Sand Bed. Before Laying The Pipes, Level The Bottom Of The Trench And Compact It. Fasten The Rs And Wmr Pipes With Self-Clamping Bands At A Distance Of No More Than 2.0 M. Cover With A Layer Of Sand 5 Cm Thick Above The Upper Edge Of The Rs And Wmr Pipes. Place Ro Protective Pipes Above. In Order To Maintain The Correct Distance, It Is Recommended To Use Spacer Inserts. The Cross-Section Of The Ktp Channel Is Shown In Figure No. 1T. The Ro Pipe With Rs And Wmr Pipes Should Be Laid On A 10 Cm Sand Bed. Before Laying The Pipes, Level The Bottom Of The Trench And Compact It. Cover With A Layer Of Sand 5 Cm Thick Above The Upper Edge Of The Pipe. Place An Empty Ro Casing Pipe Above. In Order To Maintain The Correct Distance, It Is Recommended To Use Spacers. The Above Information Is Of A General Nature And Does Not Cover The Full

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