Tenders Are Invited For Expansion Of District Road No. 1934G Including The Construction Of A Paddle On The T ... in Poland

Work Detail

Expansion Of District Road No. 1934G Consisting In The Construction Of A Paddle On The Tuchlino - Karłowo - Sulęczyno Section - Stage Ii Km 0+670 To Km 1+215 The Subject Of The Order Is The Construction Of A Sidewalk Along The District Road No. 1934G On The Tuchlino - Karłowo Section. The Scope Of The Order Covers The District Road On The Section From Km 0+670.00 To Km 1+215.00. The Investment Includes The Construction Of, Among Others: • Sidewalk • Exits • Sidewalk Sewage • Green Belts • Rainwater Drainage System • Extension Of The Culvert • Widening Of The Existing Road 1. Technical Data Construction Of The Sidewalk:1. Width: 2.0 M2. Roadside Width: 0.3 M3. Cross Slope: 2%2. Existing State.2.1. Administrative Location Of The Investment. The Planned Investment Is Located In The Pomeranian Voivodeship, Kartuzy County, Sierakowice Commune.2.2. Existing Land Development. In The Existing State, Where The Sidewalk Is Planned To Be Built, There Is A Road Shoulder, Slopes And Road Ditches. A Section Of A County Road On Which It Is Planned To Build A Sidewalk, Mostly Through Non-Urbanized Areas With Single Residential Buildings. The Sidewalk Route Includes Existing Dirt, Bituminous And Prefabricated Concrete Ramps. Some Of Them Are In Very Good Condition And Suitable For Use, While Some Of Them Are Scheduled For Reconstruction. All Exits Are Indicated And Differentiated On The Site Plan Drawing.3. Designed State.3.1. Designed Sidewalk In The Planthe Scope Of Works To Be Performed Is Shown In The Drawing Of The Site Plan (Drawing No. Dr.02). The Designed Width Of The Sidewalk Is 2.0 M. The Exits That Are Planned For Reconstruction Are Indicated In The Drawing Of The Site Plan. In The Place Of Reconstruction Of The Existing Culvert At Approx. Km 0+850, Due To The High Slope, Galvanized (Unpainted) Type U-11A Protective Railings Are Provided - Its Location Is Indicated In Drawing Dr.02. Local Reinforcements Of Slopes With A Designed Inclination Of 1:1 Are Planned, Indicated In The Drawing Of The Plan And Normal Sections. 3.2. Designed Grade The Course Of The Sidewalk Grade Is Shown In Drawings No. D.04.1 - D.04.2 Longitudinal Profile. The Bends Of The Gradeline Were Rounded With Vertical Arcs With Radii R600 - R4000. All Longitudinal Profiles Have Been Appropriately Described In The Drawings. The Grades Of The Reconstructed And Reconstructed Ditches Are Also Shown In The Profile Drawings, Which Also Include The Reconstructed And Constructed Road Culverts. Reference System: Kronstadt 3.3. Comments On The Cross-Section. The Sidewalk Is Designed On The Left Side Throughout The Entire Section, At The Edge Of The Road. The Width Of The Sidewalk Is 2.0 M Along Its Entire Length. The Designed Sidewalk Surface Is Concrete Cubes. The Outer Edge Is Designed To Be Limited By A Concrete Curb With Dimensions Of 8X30x100cm, And On The Road Side By A Concrete Curb 12Cm High And Dimensions 12X30x100cm. On The Reconstructed Exits, A 15X22x100cm Drive-On Curb Should Be Used

Contact Information