Tenders Are Invited For Extension Of The Bandy - Białuchy Road

Expansion Of The Bandy - Białuchy Road. The Subjective Order Does Not Include The Construction Of Street Lighting. Registration Regarding Street Lighting Contained In The Project Documentation Constituting An Attachment To Swz Will Be Made As Part Of A Separate Order. Place Of Order Processing: Province: Mazowieckie; Poviat: Ostrołęka; Commune: Czarnia; Town: Bandsie, Precinct 0001 Bandysie Plot No. Revis. 522, 797/1, 520/6, 520/4, 521/3, 525/1.526/1, 529/1, 530/1, 537/1, 422/4, 535/2, 535/4. The Exact Location Is Determined By The Design Documentation, Which Is An Attachment To Swz. The Subject Of The Investment Is The Expansion Of The Białuchy Bandy. The Section Of The Road Will Be Connected With The Poviat Road Of 2512W. The Task Includes The Expansion Of The Municipal Road In The Town Of Bandysie With A Length Of About 0.514 Km. As Part Of The Expansion, The Surface Of The Municipal Road Road Made Of Asphalt Concrete 5.0 M Wide With Bilateral Dirt Roadside With A Width Of 0.75 M Was Designed. The Basic Foundation From A Natural Aggregate Mixture 0-31.5 C50/3 With A Thickness Of 15 Cm. Auxiliary Foundation From A Natural Aggregate Mixture 0-31.5 Cnr 15Cm Thick. Construction Of 3.5 M Wide Downhill And Asphalt Concrete Surface 5Cm Thick. Basic Foundation From A Mixture Of Natural Aggregate 0-31.5 C50/30 With A Thickness Of 15 Cm. The Expansion Of The Municipal Road Requires Tree Felling. Based On The Adopted Construction Solutions, The Project Was Assumed To Use The Existing Surface As An Auxiliary Foundation. Liquidation Of Water Devices Such As Roadside Ditches And Construction Of Road Ditches. The Following Technical Armament Is In The Area Covered By The Study: Power Network And Water Supply Network. Existing Geodetic Points Should Be Protected If Possible Against Damage During Works. In The Case Of Destruction Or In The Case Of Construction Of Underground Networks Conflicting With Geodetic Points, After The Network You Should Reproduce These Points. In Addition, The Project Predicts From Km 0+011.48 To Km 0+317.50 Dehydration Of The Road Surface And Roadside On The Left Side To The Designed Lymph Road Ditches. On The Remaining Section There Is Surface Dehydration To The Road Lane Area. The Method Of Dehydration Of The Road Remains Unchanged. The Designed Roadside Ditches Will Be Made With A Trapezoidal Cross -Section With A 40 Cm Wide Bottom And A Depth Of 0.24 To 0.6 M. Rows Slopes And Their Bottom Will Be Sown With Grass. The Slope Of Roadside Ditches Will Be From 1: 1 To 1: 2. The Contractor Should Perform Excavations In Such A Way That Land Of Varying Shelf Life For The Construction Of Embankments Is Detached Separately, In A Way That Prevents Them From Mixing. Plots Useless For Built -In Should Be Driven And Utilized. After The Excavations And Correction Made, The Structural Layers Of The Surface Should Be Made Immediately To Protect The Substrate Against Atmospheric Precipitation And Moisture Of The Trough. Designed Earthworks Will Be