Tenders Are Invited For Reconstruction Of Osiedle Podgórze Street Along With The Construction Of Road Lighting On The Section From Km 0+000 To Km 0+600

1. The Subject Of The Order Is The Implementation Of The Task Entitled: Reconstruction Of Osiedle Podgórze Street Along With The Construction Of Road Lighting On The Section From Km 0+000 To Km 0+6001) General Description Of The Subject Of The Orderthe Subject Of The Order Is The Reconstruction Of A Section Of The Road, Construction Of Road Lighting And One-Sided Strengthening Of The Side Of Osiedle Podgórze Street In Szklarska Poręba. Specification Of Scopes Works To Be Performed Under This Order:• Km 0+002 To Km 0+180, I.E. From The Border Of The Road Lane Of Provincial Road No. 358 To The Border Of The Scope Of Renovation Of Osiedle Podgórze Street Completed In 2026 - Reconstruction Of The Road Surface Structure;• Km 0+016 To Km 0+606 - Construction Of A Road Lighting Network;• Construction Of An Lv Power Connection 0.4 Kv Intended To Power The Designed Street Lighting; • Km 0+002 To Km 0+595 Left Side - Roadside Strengthening. Investment Location: Szklarska Poręba, Ul. Podgórze Housing Estate Plots With Registration Numbers: 020604_1.0001.294/2, 020604_1.0001.265/2, 020604_1.0001.248, 020604_1.0001.235 The Investment Is Located Entirely On Plots Under Management Investor.2) Detailed Description Of The Subject Of The Order: Road Industry. As Part Of The Task, The Existing Road Surface Structure Should Be Dismantled, The Gradeline Should Be Corrected And A New Surface With The Following Structure Should Be Made:• Ac-11S Kr 3-4 Wearing Course: 4 Cm• Ac-16W Kr 3-4 Binding Layer: 5 Cm• Ac22p Kr 3-4 Bitumen Base: 7 Cm• Aggregate Foundation - A Mixture Not Bound To Aggregate C90/3: 20 Cm• A Layer Of Improved Subgrade Made Of A Cement-Bound Mixture - Stabilization From Transport With A Strength Of Rm = 2.5 Mpa: 20 Cm• Profiled And Compacted Soil Subgrade Total: 56 Cm The Surface Of The Road And Exits In Accordance With The Drawings Of The Land Development Project Should Be Framed With A New Concrete Curb With Dimensions 15X30 Cm, 15X22 Cm Or Concrete Resistor. All The Above-Mentioned Elements Should Be Placed On A Concrete Footing With C12/15 Concrete Support. The Roadsides Should Be Strengthened: - Km 0+002 To Km 0+180 Side P - Mixture Unbound With C90/3 Grit Aggregate. 20 Cm – Km 0+002 To Km 0+595 Side L – Surface Made Of Granite Stone Cubes 9/11 Cm, Limited On The Outside By A Concrete Edge. Construction Of The Hardened Roadside:• Granite Stone Cubes 9/11 Cm (Fill The Joints With Cement Mortar): 10Cm• Cement-Sand Bedding 1:4: 3-5 Cm• Aggregate Base - A Mixture Unbound With C90/3 Aggregate: 15 Cm• Layer Of Improved Subgrade Made Of A Cement-Bound Mixture - Stabilization From Transport With A Strength Of Rm = 2.5 Mpa: 10 Cm• Profiled And Compacted Subsoil Total: 39 Cm. Within The Roadside, In Locations Consistent With The Pzt Drawing, Slopes With The Following Structure Should Be Made:• Granite Stone Cubes 9/11 Cm (Fill The Joints With Cement Mortar): 10 Cm• Cement-Sand Ballast 1:4: 3-5 Cm• Aggregate Base - Unbound Mixture With C90/3 Aggregate: 20 C