Tenders Are Invited For Reconstruction Of Municipal Road No. 109417L In Przymiarki - Stage Ii From Km 0+703.98 To Km 1+438.78

1. The Subject Of The Order Is The Performance Of Construction Works In The Scope Of Reconstruction Of The Municipal Road 109417L In The Town Of Przymiarki From Km 0+703.98 To Km 1+438.78. Total Length Of The Reconstruction Of The Municipal Road - 734.80 Mb ≈ 735 Mb.1) The Scope Of Work Includes: A) Preparatory Works; B) Earthworks;C) Cutting And Clearing Bushes;D) Widening The Road With A Width Of 5.5 M;E) Constructing A New Bituminous Surface;F) Improving The Geometry Of Road Intersections;G) Building A Sidewalk;H) Cleaning And Profiling Roadside Ditches;I) Improving Road Drainage;J) Supplementing The Roadside With Stone Material;K) Horizontal Markings, Setting Up Devices Road Crossings And Bus Shelters;L) Reconstruction Of Existing Exits;M) Reconstruction Of Pipe Culverts N) Finishing Works. 2) Road Cross-Section) Road Width 5.5 M; B) Road Cross-Section With A Transverse Slope - 2%; C) Earth Shoulders Approx. 0.75 M Wide With A Transverse Slope - 8%; 3) Pavement Structure: A) Road Reinforcement At Km 0+703.98 To Km 1+438.78: - Wearing Course Made Of A Mineral-Bituminous Mixture Ac11s (50/70) Kr1 Gr. 4 Cm;- Sprinkling With C60 B3 Zm Asphalt Emulsion;- Binding Layer Of The Ac11w (50/70) Kr1 Mineral-Bituminous Mixture. 4 Cm;- Anti-Cracking Layer Made Of Glass Fiber Geogrid 100/100 Kn/M;- Sprinkling With C60 B3 Zm Asphalt Emulsion;- Medium. 4 Cm Thick Leveling Layer Of Ac 11W Asphalt Concrete; - Sprinkling With C60 B3 Zm Asphalt Emulsion; B) Road Construction On Widenings: - Wearing Course Made Of Ac11s (50/70) Kr1 Mineral-Bituminous Mixture. 4 Cm;- Sprinkling With C60 B3 Zm Asphalt Emulsion; - Binding Layer Of The Ac11w (50/70) Kr1 Mineral-Bituminous Mixture. 4 Cm;- Anti-Cracking Layer Made Of Glass Fiber Geogrid 100/100 Kn/M;- Sprinkling With C60 B3 Zm Asphalt Emulsion;- 4 Cm Base Layer Made Of Ac 16P Asphalt Concrete;- Sprinkling With C60 B3 Zm Asphalt Emulsion;- 10 Cm Base With Kłsm 0/31.5 Mm;- 10 Cm C8/10 Concrete Foundation; C) Sidewalk Structure: - 8 Cm Concrete Paving Stones; - Cem-Sand Ballast. And Filling The Joints Of The Cubes With Sand;- Concrete Base C8/10;- Concrete Edges 30X8 Cm;- Footings For Curbs And Edges;- 10 Cm Drainage Layer - Filling The Gap At The Curb With A Mineral-Bitumen Mixture;4) Road Drainage: A) Cleaning And Profiling Ditches; B) Strengthening The Slopes And The Bottom Of The Ditch With Slabs Prefabricated Openwork; C) Construction Of Pipe Culverts Diameter 40 And Diameter 80; D) Construction Of End Walls Of The Culverts; E) Construction Of Drainage Elements, Inlets With A Sewer; F) Cleaning Of Silt From Pipe Culverts; G) Sealing The Frame Culvert 100X100 5) Finishing Works: A) Planting Slopes And The Bottom Of Excavations; B) Sowing Slopes In The Ground Fertile;C) Hardening Of The Roadsides With Stone Material;D) Installation And Construction Of Horizontal Markings;E) Installation Of Protective Barriers U-11A And U-14A;F) Delivery And Installation Of Bus Shelters - 2 Pieces. 6) Surveying Services - As-Built Invent