Tenders Are Invited For Renovation Of District Road No. 1328G From Km 7+730 To 8+130, Renovation Of District Road No. 1315G From Km 4+920 To 5+470

1. The Subject Of The Order Is: 1.1 Renovation Of District Road No. 1328G From Km 7+730 To Km 8+130. The Plot On Which District Road No. 1328G Is Located Is Located In The Commune. Cewice. The Road Has A Bituminous Surface With A Width Of 5.0 M. The District Road Includes Telecommunications And Water Networks. The Works Will Be Carried Out On The Surface Without Interfering With The Existing Infrastructure. It Is Planned To Renovate The 5.0 M Wide Bituminous Surface, Together With The Adjacent 0.75 M Wide Roadsides. The Designed Section Is 0.4 Km Long. The Road Runs Through An Agricultural Area With Individual Exits. The Location Of The Road Is Shown In The Drawing Site Plan. The Height Solution Of The Road And Shoulders Was Determined By The Existing Location Of The Road. The Following Road Surface Structure Was Adopted: - Milling Of The Existing Surface At The Junctions - Diameter Gr. 4 Cm. - Wearing Layer Thick 4 Cm – Ac 11 S Kr 3-4, - Existing Surface Roadside Made Of An Optimal Mixture Thickness. Wed. 8 Cm. The Scope Of Works Is Detailed In The Bill Of Quantities. The Renovation Will Be Carried Out On The Basis Of Simplified Documentation Constituting An Attachment To The Notification Of Works.1.2 Renovation Of The District Road No. 1315G From Km 4+920 To Km 5+470The Plot On Which The District Road No. 1315G Is Located Is Located Between The Town Of Kębłów Nowowiejski And Wilków, Commune. Nowa Wieś Lęborska. The Road Has A Bituminous Surface With A Width Of 5 M. The District Road Includes Energy And Telecommunications Networks. The Works Will Be Carried Out On The Surface Without Interfering With The Existing Infrastructure. It Is Planned To Renovate The 5 M Wide Bituminous Surface, Together With The Adjacent 0.75 M Wide Roadsides. The Designed Section Is 0.55 Km Long. The Road Runs In An Undeveloped Area With Individually Located Exits. The Location Of The Road Is Shown In The Drawing Site Plan. The Height Solution Of The Road And Shoulders Was Determined By The Existing Location Of The Road. The Following Road Surface Structure Was Adopted: - Milling Of The Existing Surface At The Junctions - Diameter Gr. 4 Cm. - Wearing Layer Thick 4 Cm – Ac 11 S Kr 3-4, - Existing Surface Roadside Made Of An Optimal Mixture Thickness. Wed. 8 Cm. The Following Entrance Structure Was Adopted: - Aggregate Base 20 Cm Thick, - Binding And Wearing Course 4 Cm Thick. The Detailed Scope Of Works Is Specified In The Bill Of Quantities. The Renovation Will Be Carried Out On The Basis Of Simplified Documentation Attached To The Works Notification. Each Renovation Is A Separate Task And Will Be Invoiced Separately.