Tenders Are Invited For Reconstruction Of The District Road No. 2902C Siutkowo - Mikanowo From Km 0+540 To Km 1+400 And From Km 3+465 To Km 4+040

The Subject Of The Order Is The Performance Of Construction Works As Part Of The Investment Project Titled: Reconstruction Of The District Road No. 2902C Siutkowo - Mikanowo From Km 0+540 To Km 1+400 And From Km 3+465 To Km 4+040. District Road No. 2902C Has A Road With A Surface Made Of A Mineral-Asphalt Mixture, A Single-Road Cross-Section With Two Lanes, With A Road Width Of 6.0-7.0 M. Road Section From Km 0+540 To Km 1+400 Is Equipped With Exits And Roadside Ditches. The Road Section From Km 3+465 To Km 4+040 Is Equipped With Exits And A Sidewalk On Both Sides. The Scope Of The Reconstruction Includes The Construction Of A Sidewalk With A Bitumen Surface And Concrete Blocks. The Reconstruction Aims To Improve Traffic Safety. Characteristic Road Parameters: - Road Category: District, - Road Class: Z - Road Surface Width: 7.0 And 6.0 M - Road Surface Type: Asphalt Concrete - Sidewalk: Bituminous / Made Of Concrete Paving Stones - Exits: Bituminous / Made Of Concrete Paving Stones Designed Structures: Sidewalk Structure With Bituminous Surface - Wearing Course Thickness. 5 Cm With Ba Ac11s50/70 - Foundation Layer Made Of Unbound Mixture C90/3 (0-31.5 Mm) Thick. 10 Cm - Technological Layer - Soil Stabilization With Cement With Rm = 5Mpa Thickness. 10 Cm - Drainage Layer Of Sand, Thickness. 10 Cm - Profiled And Compacted Ground Base. Sidewalk Structure With A Paving Stone Surface - Concrete Paving Stones, Thickness. 6 Cm, Gray, Rectangular - Cement-Sand Backfill, Thickness. 4 Cm - Technological Layer - Soil Stabilization With Cement With Rm = 5Mpa Thickness. 15 Cm - Sand Drainage Layer, Thickness. 10 Cm - Profiled And Compacted Subsoil. Slope With A Bituminous Surface (Type 1) - Wearing Course Thickness. 5 Cm With Ba Ac11s50/70 - Binding Layer Thick. 4 Cm With Ba Ac16w35/50 - Base Layer Made Of Unbound Mixture C90/3 (0-31.5 Mm) Thick. 20 Cm - Technological Layer - Soil Stabilization With Cement With Rm = 5Mpa Thickness. 10 Cm - Profiled And Compacted Ground Base. Slope With A Surface Made Of Concrete Paving Stones (Type 2) - Concrete Paving Stones, Thickness. 8 Cm, Red, Rectangular - Cement-Sand Backfill, Thickness. 5 Cm - Foundation Layer Made Of Unbound Mixture C90/3 (0-31.5 Mm) Thick. 20 Cm - Technological Layer - Soil Stabilization With Cement With Rm = 5Mpa Thickness. 10 Cm - Profiled And Compacted Soil Base. Currently, In The Area Covered By The Project, Along The District Road No. 2902C Siutkowo - Mikanowo, There Is Road Lighting On The Energa Ozdrowienie Overhead Line. The Designed Lighting For The Pedestrian Crossing Will Be Powered By The Existing Overhead Lighting Line - From A Pole Located In The Area Of The Pedestrian Crossing In Question. Designed Lighting Circuit: Yakxs 5X35+Fezn 25X4 A Detailed Description Of The Subject Of The Order Is The Design Documentation, Technical Specification For The Execution And Acceptance Of Works, Bill Of Quantities - Annex No. 1 To The Swz. The Basis For Determining The Lump Sum Price For The Subject