Tenders Are Invited For Reconstruction Of Municipal Road 109417L In Przymiarki

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+003.98 To Km 0+703.98. Total Length Of The Reconstruction Of The Municipal Road - 700 Meters.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 Intersections With Public Roads;G) Building A Sidewalk;H) Cleaning And Profiling Roadside Ditches;I) Improving Road Drainage;J) Supplementing Roadsides With Stone Material;K) Vertical And Horizontal Markings;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) Reinforcement Road At Km 0+003.98 To Km 0+703.98: - Wearing Course Made Of The Mineral-Bituminous Mixture Ac11s (50/70) Kr1 Thick. 4 Cm; - Sprinkling With C60 B3 Zm Asphalt Emulsion In The Amount Of 0.3 Kg/M2; - Binding Layer Of The Mineral-Bituminous Mixture Ac11w (50/70) Kr1 Thickness. 4 Cm; - Anti-Cracking Layer Made Of Glass Fiber Geogrid 100/100 Kn/M; - Sprinkling With C60 B3 Zm Asphalt Emulsion In The Amount Of 0.3 Kg/M2; - Medium. 4 Cm Thick Leveling Layer Of Ac 11W Asphalt Concrete; - Sprinkling With C60 B3 Zm Asphalt Emulsion In The Amount Of 0.5 Kg/M2; 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 In The Amount Of 0.3 Kg/M2; - Binding Layer Of The Mineral-Bituminous Mixture Ac11w (50/70) Kr1 Thickness. 4 Cm; - Anti-Cracking Layer Made Of Glass Fiber Geogrid 100/100 Kn/M; - Sprinkling With C60 B3 Zm Asphalt Emulsion In The Amount Of 0.3 Kg/M2; - 4 Cm Ac 16P Asphalt Concrete Foundation Layer; - Sprinkling With C60 Asphalt Emulsion B3 Zm In The Amount Of 0.5 Kg/M2;-10 Cm Foundation Made Of Kłsm 0/31.5 Mm;-10 Cm Foundation Made Of C8/10 Concrete Acc. Pn-En 206: 2014; B) Sidewalk Structure: - 8 Cm Concrete Paving Stones; - 4 Cm Cem-Sand Ballast. 1/4 -15 Cm C8/10 Concrete Base; - Surface With A System Of Textured Markings At Pedestrian Crossings; 4) Road Drainage: A) Cleaning And Profiling Ditches; B) Strengthening The Slopes And The Bottom Of The Ditch With Prefabricated Openwork Slabs; C) Construction Of Culverts Pipes Under The Exits Fi 40 And Fi 80; D) Construction Of End Walls Of Culverts; E) Construction Of Drainage Elements, Inlets With A Sewer 5) Lighting: A) Construction Of A Cable Line With A Yaky Cable 4X35 Mm2; B) Disassembly Of Sodium Lamps And Installation Of New Led Luminaires ;C) Installation Of Poles And Led Luminaires To Illuminate The Pedestrian Crossing; D) Testing And Measurements Of The Grounding Connection; E) Checking And Measuring The Low-Voltage Electrical Circuit; 6) F