Tenders Are Invited For Reconstruction Of Municipal Roads In The Narol Commune

1. The Subject Of The Order Is The Performance Of Construction Works As Part Of The Investment Task Titled: Reconstruction Of Municipal Roads In The Narol Commune. Scope Of Construction Works With A Description Of Construction Works: Task No. 1. Reconstruction Of The Road Surface Of Ul. Armii Krajowej In The Town Of Narol.• Section No. 1 Km 0+270 - Km 0+456, Road Width 3.5 M• Section No. 2 Km 0+000 - Km 0+350, Road Width 3.5 M Designed Road Surface Section No. 1 Km 0+270 - Km 0+456 - 4 Cm Asphalt Concrete Wearing Course Ac11s For Kr 1-2 - 3 Cm Profile Layer Of Asphalt Concrete Ac16w For Kr 1-2 Designed Road Surface, Section No. 2 Km 0+000 - Km 0+350 - 4 Cm Wearing Course Of Asphalt Concrete Ac11s For Kr 1-2 - 2.5 Cm Profile Layer Of Asphalt Concrete Ac16w For Kr 1-2Designed Filling Of Road Surface Defects, Section No. 1 Km 0+270 - Km 0+456- 4 Cm Binding Layer Of Ac16w Asphalt Concrete For Kr 1-2- 10 Cm Manual Execution Of The Upper Layer Of The Foundation Made Of Sorted Stone Aggregate 0/32 With Spreading, Profiling And Compaction - 20 Cm Manual Execution Of The Lower Layer Of The Aggregate Foundation Sorted Stone Aggregate 0/63 With Spreading, Profiling And Compaction Designed To Fill The Defects In The Road Surface, Section No. 1 Km 0+000 - Km 0+350 - 4 Cm Binding Layer Of Ac16w Asphalt Concrete For Kr 1-2 - 10 Cm Manual Execution Of The Upper Foundation Layer Of Sorted Stone Aggregate 0/32 With Spreading, Profiling And Compaction - 20 Cm Manual Execution Of The Lower Foundation Layer Of Graded Stone Aggregate 0/63 With Spreading, Profiling And Compaction Designed Exit Surfaces, Section No. 1 Km 0+270 - Km 0+456 - 15 Cm Mechanical Execution Of The Foundation Layer Of Graded Stone Aggregate 0/32 With Spreading, Profiling And Compactiondesigned Exit Surfaces, Section No. 1 Km 0+000 - Km 0+350- 15 Cm Mechanical Execution Of The Foundation Layer Of Graded Stone Aggregate 0/32 With Spreading, Profiling And Compaction Task No. 2. Reconstruction Of The Road Surface Ul. Kościelna In Naroldesigned Road Surface Structure Km 0+000 - Km 0+092- 5 Cm Ac11s Asphalt Concrete Wearing Course For Kr 1-2 Task No. 3. Reconstruction Of The Internal Road Surface In Płazówdesigned Road Surface Structure Km 0+009 - Km 0+352- 3 Cm Ac11s Asphalt Concrete Wearing Course For Kr 1-2 - 4 Cm Binding Layer Of Ac16w Asphalt Concrete For Kr 1-2 - 10 Cm Upper Foundation Layer Of Sorted Aggregate 0/32 Laid With A Paver - 25 Cm Soil Stabilization With Cement In A Trough With A Strength Of Min. 2.50Mpa Designed Construction Of The Exit Surface - 5 Cm Wearing Course Of Ac11s Asphalt Concrete For Kr 1-2 - 10 Cm Upper Layer Of The Subbase Made Of Sorted Aggregate 0/32 - 15 Cm Lower Layer Of The Subbase Made Of Sorted Aggregate 0/63 Designed Structure Of Hardened Roadsides Km 0+009 - Km 0+352 P. P And Side L - 12 Cm Upper Base Layer Of Graded Aggregate 0/32 Task No. 4. Reconstruction Of The Internal Road Surface In Jędrzejówka Designed Pavement Structure Km 0 + 000 - Km 0 + 291 - 3Cm We