Tenders Are Invited For Reconstruction Of Road Sections And Partial Renovations

1. The Subject Of The Order Is The Reconstruction Of Road Sections And Partial Renovations In The Dobroń Commune, Including: 1) Partial Renovations, Including: A) Partial Renovation Of The Bitumen Surface With A Mineral-Tar Mixture On An Area Of Approximately 100 M², B) Partial Renovation Of The Bituminous Surface With A Mineral-Asphalt Mixture On An Area Of Approximately 700 M², C) Making Overlays Of 4 Cm Thick Asphalt Concrete On The Surface Approximately 500 M².2) Hardening Of The Roadside In The Town Of Kolonia Ldzań, Plot No. 808, Geodetic Area. Ldzań, Including: A) Construction Of A Riverbed For Widening The Roadside Along With Removal Of Excavated Material, B) Leveling And Compacting The Bottom Of The Excavation, C) Mechanical Compaction Of The Riverbed, D) Placing And Stabilizing The Sand Settling Layer, E) Placing A Gravel And Cement Stabilization Layer, F) Spreading And Compacting Broken Crushed Stone, Bottom Layer 31.5 -63 Mm, Top Clinch 0-16Mm G) Cutting Off The Edges Of The Asphalt Surface Using A Mechanical Saw, H) Laying And Compacting The Bituminous Base Layer, I) Laying A Wearing Course Of Asphalt Masses, J) Backfilling The Edges With Crushed Stone. 3) Asphalt Overlay, Chechło Trzecie Ul. M. Konopnicka-Porazińska, Including: A) Marking Out A Road In The Field On A Section Of 325 M, B) Carrying Out Preparatory Works And Marking Roads At The Place Where The Planned Works Are Carried Out, C) Mechanical Leveling Of The Existing Subgrade, D) Mechanical Spreading And Compaction Of A Layer Of Crushed Stone Of Fraction 0-31.5 Mm To A Width Of 4.5 M And A Thickness Of 4 Cm After Compaction, E) Regulation Valve Boxes, F) Sprinkling The Sub-Base With Asphalt Emulsion Between The Layers, G) G) Mechanical Spreading Of The Mineral-Bituminous Mixture, A 5 Cm Thick Wearing Course After Compaction, H) Smearing The Edges With Asphalt Emulsion, I) Making The Roadsides From Road Crushed Stone, Fraction 0-31.5 Mm, 0.7 M Wide (Side), Thickness From Zero To Zero 7 Cm. 4) Asphalt Overlay In Dobroń, Plot No. 474, Ul. Shrubs, Including: A) Execution Of Preparatory Works And Marking Of Roads At The Place Of Planned Works, B) Mechanical Leveling Of The Existing Sub-Base Using A Milling Machine, C) Cleaning Of The Substrate Using A Mechanical Brush, D) Adjustment Of Sanitary Sewage Manholes, E) Sprinkling Of Asphalt Emulsion Between The Sub-Layers Of The Sub-Base, F) Mechanical Spreading Of The Mineral-Bituminous Mixture, A 5 Cm Thick Wearing Course After Compaction, G) Smearing The Edges With Asphalt Emulsion. 5) Asphalt Overlay, Plot No. 795 Przygoń Ul. Łąkowa, Including: A) Marking Out A Road In The Field On A Section Of 220 M, B) Carrying Out Preparatory Works And Marking Roads At The Place Where The Planned Works Will Be Carried Out, C) Mechanical Leveling Of The Existing Sub-Base, D) Mechanical Spreading And Compaction Of A Layer Of Crushed Stone Of Fraction 0-31.5 Mm To A Width Of 4.5 M And A Thickness Of 4 Cm After Compaction, E) Adjustment Of The Bo