Tenders Are Invited For Renovation Of The Municipal Road Topolowa Street

1. The Subject Of The Order Is Renovation Of The Municipal Road Of Topolowa Street. 2. The Task Will Be Implemented Based On The Notification Of Works To The Starosta Of Skarżysko, Reference Number: Ab.6743.1.31.2025.Ip Of February 26, 2025. 3. The Task Is Located On Plots With Geod. Registration Number: - 2169/3, District 0001 Suchedniów, Suchedniów Commune, Skarżysko Poviat, Voivodeship Świętokrzyskie. 4. Description Of The Existing Condition: In The Existing Condition Of The Street. Topolowa Has A Variable Road Width From 2.5 To 3.0 M And An Earthen Shoulder. Mixed Crushed Stone And Bituminous Surface. It Carries Local Traffic. The Section Of The Municipal Road Is Drained Through Transverse And Longitudinal Slopes Of The Road Towards The Recipient, Which Is An Open Ditch At The Municipal Road - Kielecka Street. In The Area Of ​​Impact Of The Investment In Question, Consisting In The Renovation Of An Existing Municipal Road, There Are The Following Land Infrastructure Networks: Water Supply Network, Telecommunications Network, Gas Network, Sanitary Sewage Network, Electricity And Telecommunications Networks. 5. Description Of Design Solutions: 5.1. Renovation Of The Part Of Topolowa Street At Km 0+000.00 To 0+326.31 Will Include Renovation Of The Road Surface Structure With A Width Of 2.5 - 3.0 Meters And Adjustment Of Sanitary Sewage Inlets And Water Supply Valves. The Area Of ​​The Renovated Road Is Approximately 960.00 M2.5.2. For The Duration Of The Works, The Contractor Is Obliged To Secure The Construction Site And Develop A Temporary Traffic Organization Project. 5.3. Before Starting The Works, The Existing Surface Should Be Demolished And Transported To The Place Indicated By The Investor, The Subgrade For The Designed Structures Should Be Excavated, With Profiling And Compaction Of The Subgrade (Bringing It To The G1 Load Capacity Group), The Longitudinal Profile Of The Road Should Be Adapted To The Existing Terrain. 5.4. Construction Of The Renovated Road: - Wearing Course Made Of Ac11s Asphalt Concrete. 4 Cm,  Binding Layer Of Ac16w Asphalt Concrete, 4 Cm Thick,  Base Layer Made Of A Mixture Unbound With C90/3 Aggregate, Grain Size 0/31.5, 20 Cm Thick,  Subsoil. 5.5. The Contractor Undertakes To Locate All Possible Collisions Of Underground Infrastructure With The Road Under Renovation And To Notify Network Managers About The Works. 6. The Subject Of The Order Is Described In Detail In: - Annex No. 1 To The Swz - Technical Documentation - Annex No. 2 To The Swz - Sst - As An Additional Aid, The Bill Of Quantities Is Attached To The Documentation - Annex No. 3 To The Swz.