Tenders Are Invited For Reconstruction Of The Municipal Road In The Town Of Głogowo, Km 1+196.28 - 2+174.57

1. The Municipal Road Under Reconstruction Is Located In The Town Of Głogowo, In Toruń County, In A Built-Up Area. The Investment Will Be Implemented On A Plot With Registration Number 157, Registration District 0004, Registration Unit 041507_2.2. The Scope Of Work Includes In Particular: 1) Preparatory Works: A) Measurement Works On Linear Earthworks - Road Route In Plain Terrain, 2) Demolition Of Road Elements: A) Manual Dismantling Of The Surface Made Of Mineral-Bituminous Mixtures With A Thickness Of 10 Cm, B) Manual Dismantling Of The Concrete Base With A Thickness Of 15 Cm, C) Earthworks, 3) Road And Street Elements: A) Concrete Curb Footing With Resistance, B) Concrete Curb Footing Protruding 15×30 Cm On A Cement-Sand Ballast, C) Concrete Curb Footing With Resistance, D) Concrete Curb Footing Protruding 20×30 Cm On A Cement-Sand Ballast, E) Footing Under Concrete Curbs With Resistance,F) Embedded Concrete Curbs 12×25 Cm On Sand Ballast,G) Regular Concrete Footing For Curbs,H) Concrete Edging 30×8 Cm On Sand Ballast With Joints Filled With Sand,4) Roadways: A) Mechanical Profiling And Compaction Of The Subgrade, B) Reinforcing The Subgrade With Geogrids And Geotextiles On Soils With Moderate Load-Bearing Capacity (Mechanical Method), C) Mechanically Compacted Cutting Layers - Thickness 15 Cm, D) Bottom Layer Of The Sub-Base Made Of Crushed Aggregates - Thickness 20 Cm, E) Mechanical Cleaning And Sprinkling Of Cold Asphalt Emulsion On The Sub-Base, F) Surface Made Of A Mixture Of Poured Gravel And Gravel Asphalt - Binding Layer Thickness 5 Cm,G) Mechanical Cleaning And Sprinkling Of Cold Asphalt Emulsion On The Substructure,H) Surface Made Of Grit Mineral-Bituminous Mixtures - Asphalt Binding Layer, Thickness After Compaction 4 Cm,I) Surface Made Of Grit Mastic Asphalt Mixture - Wearing Course Layer 4 Cm Thick,5) Bituminous Slopes: A) Mechanical Subfloors,B) Cut-Off Layers Mechanically Compacted - Thickness 10 Cm, C) Bottom Layer Of Crushed Aggregate Foundation - Thickness 20 Cm, D) Mechanical Cleaning And Sprinkling Of Cold Asphalt Emulsion On The Base, E) Surface Made Of A Mixture Of Poured Asphalt And Gravel - Binding Layer 5 Cm, F) Mechanical Cleaning And Sprinkling Of Cold Asphalt Emulsion On The Base Foundation, G) Surface Made Of A Mixture Of Poured Asphalt - Wearing Course 4 Cm, 6) Slopes From The Paving Stones: A) Mechanical Profiling And Compaction Of The Subgrade, B) Mechanically Thickened Cutting Layers - Thickness 15 Cm, C) Bottom Layer Of The Foundation Made Of Crushed Aggregates - Thickness 15 Cm, D) Cement-Sand Bedding With Compaction Manual - Thickness 5 Cm After Compaction, E) Surface Made Of Concrete Paving Stones - Thickness 8 Cm On Sand Bedding, 7) Sidewalks: A) Profiling And Compacting The Subgrade Mechanically, B) Mechanically Thickened Cut-Off Layers - Thickness 15 Cm, C) Lower Layer Of Crushed Aggregate Foundation - Thickness 15 Cm, D) Ballast Cement-Sand With Manual Compaction - Thickness 5 Cm After Compaction, E) S