Tenders Are Invited For Construction Of A Hardened Shoulder With Drainage In The District Road No. 1358 D Ul. Polna In Osola.

1. The Subject Of The Order Is The Performance Of Construction Works For The Task Titled: Construction Of A Hardened Shoulder With Drainage In The District Road No. 1358 D Ul. Polna In Osola 2. Road Class - Z.3. The Investment Is Being Implemented On Road Plots: - No. 259 And 260 Am-1, Wielka Lipa-Osola District, Oborniki Śląskie Commune. The Mentioned Plots Belong To The Ordering Party, The Works Do Not Include Neighboring Plots.4. Existing Networks And Connections Inventoried In The Road: - Power Cables - Telecommunications Cables - Water Supply - Storm Sewage System - Overhead Power Line5. The Scope Of The Investment In Particular: Construction Of A Hardened Roadside With Drainage In The District Road No. 1358 D Ul. Polna In Osola: - Section Length Approx. 150 M (Including A Hardened Roadside Approx. 129 M Long) - Development, Approval And Introduction Of Replacement Traffic Organization - Measurements During Linear Earthworks (Reconstruction Of The Route And Height Points, Surveying Of The Construction Site, Marking The Boundaries Of The Road And All Elements Of The System) - Relocation Of Fences (Plots No. 90 And 73) - Demolition Works (According To The Design) - Reconstruction Of The Open Ditch (Piping, Reinforcement With Wells, Inlets) - Reconstruction Of The Roadside Ditch At The End Of The Development (Profiling, Strengthening) - Reconstruction Of The Surface Of The Regular Exit And One Intersection - Laying Of Concrete Edges 8X30x100 Cm - Laying Of A Prefabricated Retaining Wall - Laying Of Concrete Inrun Curbs 15X22x100 Cm - Construction Of A Hardened Roadside Surface Made Of Asphalt Concrete - Construction Of The Shoulder From Aggregate 0/31.5 - Rearrangement Of Vertical Road Signs - Tidying Up The Road - Post-Construction Inventory Of The Works Attention! Due To The Very Narrow Shoulder From The Road To Private Plots, Before Performing Any Works, Mark The Boundaries And Design The Layout. The Contractor Of The Works Is Obliged To Precisely Mark Out The Road Lane And The Designed Elements Of The Road System Before Commencing The Works. Carrying Out Works Without Marking Out The Road And Checking All Dimensions Before Starting The Works Is At The Contractors Own Risk. Construction Of The Hardened Roadside: - Ac11s 50/70 Gr. Asphalt Concrete Layer. 4 Cm - Sprinkling With Asphalt Emulsion In The Amount Of 0.3 Kg/M2 - Layer Of Asphalt Concrete Ac16w 50/70 Gr. 5 Cm - Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M2 - Layer Of Crushed Aggregate C90/3 0.31 Mechanically Compacted To E2>=130Mpa, Is>=1.0, Thickness. 10 Cm - Layer Of Crushed Aggregate C90/3 0.63, Mechanically Compacted To E2>=100Mpa, Is>=1.0, Thickness. 15 Cm - Trough With Mechanical Compaction To Min. E2>=80Mpa, Is>=0.97 - Native Soil Subsoil G1 Construction Of A Regular Slope With Slants: - Ac11s 50/70 Thick Asphalt Concrete Layer. 4 Cm - Sprinkling With Asphalt Emulsion In The Amount Of 0.3 Kg/M2 - Layer Of Asphalt Concrete Ac16w 50/70 Gr. 4 Cm - Sprinkling With As