Tenders Are Invited For Construction Of Ul. Suburban In Jeżów Sudecki.

The Subject Of The Contract Is: Construction Of Municipal Road No. 112540D - Ul. Suburban In Jeżów Sudecki. The Area Covered By The Order Is Located In The Commune Of Jeżów Sudecki In The Immediate Vicinity Of The Zabobrze District In Jelenia Góra. It Is A Residential Area (Single -Family Housing And Serial Buildings). Along The Entire Section On Which The Street Is Built, Underground Armament Occurs, I.E. A Sanitary, Gas Network, Water Supply Network And Energy And Teletechnical Network. At Present, The Street Has The Following Technical Parameters:- Road Class- D,- Traffic- Two-Way,- Existing Width Of The Road- 4.00 M (Contractual Width Due To The Lack Of Any Geometric Elements- Curbs, Edges, Etc.),- Road Surface- Ground- Locally Strengthened With Aggregate,- Width Of Additional Traffic- It Has,- Drainage Ditches Along The Street. It Is Planned To Build A Walking And Bicycle Road Of Bituminous Framed On The Entire Section With 15X30 Concrete Curb On The Road Side And A Concrete Edge Of 8X30 From The Side Of The Adjacent Property And The Existing Foundation. For Pedestrian Crossings For Making Warning Concrete Tiles. Concrete Paving Tiles 30/30/8 Yellow - Prefabricated With A Specially Shaped Upper Surface With Cut -Out Cone -Shaped Tabs Used To Signal The Decision Zone. To Make The Construction Of Conventions From Concrete Cubes Of Non -Whacke Gray Color With A Thickness Of 8Cm 8Cm On Cement -Sand. All Conventions Were Designed In Slants 1: 1 And Widths Related To Existing Gates. Finemen Of The Downhill Ride (Including Bevels) Should Be Made In A 12X25 Concrete Resistor. The Connection Of The Street With Other Streets Along The Designed Section Will Be Made In The Form Of An Ordinary Intersection. Along The Entire Street, You Should Adjust The Existing Wells And Valves With The Exchange Of Kap And The Fines For New Ones. As Part Of The Order, A Ditch Should Be Made Along The Road With Dimensions Of A Ditch And Slopes, In Line With Pn-S-02204: For A Roadside Roadside Ditch:- Dna Width 0.40 M,- Slope Slopes From 1: 1 To 1: 1.5,- Depth In Accordance With The Designed Road Profile. Culvert Setting Concrete Slabs. In The Property No. 16 Dz. No. 627/248 Should Be Made Of A Resistance Wall Of Kamień Formak Along With Mounting An Existing Fence In The Wall. The Order Of The Order Assumes Renovation (Replacement With New) Of The Existing Culvert Pipes Along With The Implementation (Renovation) Of The Frontal Walls Of The Formak Stone And The Performance Of A New Railing In The Location:- Culvert F 800, At Km 0+098, L = 6.00 M L = 12.00 M- Fi 400 Culvert, In Km 0+309, L = 12.00 Mpireple Lights Together With The Walls Remain Unchanged. In Addition, Along The Entire Designed Street, You Should Clean The Existing Ditch, Dyn And Slopes. Projekt Assumes The Construction Of A Network And Rain Connections With The W1 Outlet To The Drainage Ditch For The Needs Of Drainage Of The Surface Ul. Podmiejska In Jeżów Sudecki And Scoring Existing Drainage Ditches, Filtr