Tenders Are Invited For Development Of Road And Tourist Infrastructure In The Spa Commune Of Brześć Kujawski

The Scope Of The Subject Of The Contract Includes: 1) Extension And Reconstruction Of The Road In Brzezie, Plot No. 37, Brześć Kujawski Commune; 2) Reconstruction Of The Access Road In Brzezie, Km 0+000 To Km 0+886, Plot No. 43, Brzezie Precinct, Commune Brześć Kujawski;3) Reconstruction Of The Access Road In Brzezie, Plot No. 68/11, Brześć Kujawski Commune;4) Reconstruction Of The Municipal Road Kuczyna-Pałac;5) Reconstruction And Extension Of The Municipal Road In Jaranówek, Commune Brześć Kujawski;6) Construction Of A Public Exit From The National Road Dk62 To The Plot With Registration Number 83/7 In Stary Brześć;7) Reconstruction Of The Provincial Road Dw 268 Within The Inclusion Of The Planned Municipal Road In Wieniec, Brześć Kujawski Commune. Ad 1) Object Of The Project Construction Contract Includes The Reconstruction And Extension Of A Municipal Road In Brzezie, Commune Brest Kujawski. A Municipal Road Is Designed Within The Connection To The Voivodship Road Dw 252, 20.00 M Long, 5.00 M Wide, And 4.00 M Wide On The Remaining Section. Side Shoulder Width 0.75 M. Cross Slope Of The Lane 2.00% Directed To The Outside, Shoulder Inclination 8.00%. Access Roads To The Property With Ac 11S Adapted To The Width Of The Existing Access Roads. Driveways To The Fields From Kłsm 0/31.5, 4.0 M Wide. Access To The Public Road (Dw 252) Via A Public Driveway. Access To All Plots Adjacent To The Road Covered By The Study Is Provided Through Individual And Public Exits. Reconstruction Of The Provincial Road No. 252 As Part Of The Task Extension And Reconstruction Of The Road In Brzezie, Plot No. 252 On The Inowrocław-Rózinowo Route In The Place Of The Existing Public Exit At Km 48+060, The Left Side. The Scope Of The Investment Within The Right-Of-Way Of The Dw 252 Provincial Road Includes The Reconstruction Of The Public Exit. The Entrance To The Municipal Road Made Of Asphalt Concrete Ac 11S, 5.00 M Wide, With A Shoulder On Both Sides Of Kłsm 0/31.5, 0.75 M Wide. Roof Slope Of 2.00% Facing Outwards, Shoulder Slope Of 8.00%. Connection Of The Edge Of The Municipal Road With The Provincial Road Dw 252, Rounded With A Radius Of R=6.00M. The Longitudinal Slope Within The Intersection Is 1.00%. The Scope Of The Investment Includes The Replacement Of The Culvert With An Hdpe Culvert With A Diameter Of 400 Mm And 14.00 M Long, As Well As Cleaning And Reconstructing The Roadside Ditch Along The Provincial Road, 50.00 M Long In Each Direction From The Planned Entrance To The Municipal Road. Other Parameters: - Technical Class -D (Access Road), - Design Speed - 40 Km/H, - Traffic Category -Kr 1.Ad 2) The Purpose Of The Reconstruction Is To Complete The Road Structure And Improve Road Safety. Throughout The Entire Section Of The Access Road Being Reconstructed, The Reconstruction Will Be Carried Out In The Existing Right-Of-Way. The Project Will Change The Width Of The Roadway From 3.00 M To 3.50 M, The Existing Structure Will Be Strengthened, And A Shoulder With A Variable Width Will Be Made In Sections. Surface Road Drainage. The Reconstruction Of The Road Will Not Change The Current Traffic Volume Or Structure. Ad 3) A Dirt Road With A Variable Width From 3.00 To 3.50 M. No Separate Shoulders. Numerous Longitudinal And Transverse Irregularities. The Road Provides Access To Residential Buildings. The Scope Of The Study Includes: - Laying A New Road Surface Made Of Gray Concrete Cubes, Thickness 8 Cm - 330 M2, - Arranging A New Surface For Downhill Rides Made Of Concrete Blocks Of Graphite Color, Th. 8 Cm - 12 M2, - Topsoil With Sowing Grass Th. 10 Cm - 92 M2, - Embedded Concrete Retaining Wall 12X25 - 175 Rm, - Concrete Drive-On Curb 15X22-26 Rm. Construction Of A Public Access Road To Plot No. 68/11, Brzezie Precinct, Brześć Kujawski Commune. Graphite Concrete Cobblestone, 4.00 M Wide. The Edges Are Rounded With A Radius Of R = 5.00 M. The Exit Is Limited By A 12X25 Embedded Resistor, And From The Road Side By A 15X22 Curb On A Footing Made Of C 12/15 Concrete Elevated By 2 Cm In Relation To The Surface Provincial Road Dw 268. The Longitudinal Inclination Of The Exit Equals 5.00% Towards The Investors Plot. After The Trenching Is Completed, The Native Soil Should Be Compacted And The Main Structure Of The Designed Exit Should Be Laid On The Prepared Ground. 4 Cm - 1600 M2, Execution Of A Double-Sided Shoulder With A Width Of 0.75 M From Kłsm 0/31.5-630 M2, Execution Of Exits From Ac 11S Gr. 5 Cm - 240 M2, Replacement Of Two Culverts With Hdpe Culverts (10 And 8 Mb) Dia. 400 Mm, Finished With Concrete Front Walls, Felling 5 Trees. Municipal Road Made Of Asphalt Concrete Ac 11S, 3.50 M Wide, With A Shoulder On Both Sides Made Of Kłsm 0/31.5, 0.75 M Wide. Roof Transverse Inclination Equal To 2.00% Facing Outwards, Shoulder Slope 8.00%. Access Roads To The Property Made Of Asphalt Concrete. Ad 5) A Road With A Dirt Surface Of Variable Width, From 3.5 To 4.50 M. No Separate Shoulders. Numerous Longitudinal And Transverse Irregularities. The Road Runs Through Agricultural Land, With Single-Family And Farm Buildings Scattered. The Scope Includes: - Construction Of A Roadbed With A Depth Of 63 Cm - 4970.00 M2, - Surface Made Of Ac 11S Gr. 4 Cm - 4970.00 M2 - Execution Of A Double-Sided Shoulder With A Width Of 0.75 M From Kłsm 0/31.5 - 1350.00 M2, - Execution Of Exits From Ac 11S Gr. 4 Cm - 160.00 M2, - Replacement Of The Existing Culvert With A Culvert Made Of Hdpe, 12.00 M Long And 600Mm In Diameter, - Relocation Of The Existing Concrete Walls Of The Culvert - 2 Pcs, - Replacement Of The Above-Ground Hydrant With An Underground One - 1 Pc. Shoulder Width 0.75 M. Lane Cross Slope 2.00% Outward, Shoulder Slope 8.00%. Access Roads To The Property With Ac 11S Adapted To The Width Of The Existing Access Roads. Other Parameters: Technical Class -D (Access Road), Design Speed - 40 Km/H, Traffic Category -Kr 1.Ad 6) The Subject Of The Study Is The Technical Documentation Of The Road Industry For The Construction Of A Public Exit From The National Road Dk 62 To The Plot With Registration Number 83 / 7 In The Town Of Stary Brześć, Brześć Kujawski Commune. The Public Exit From The Access Road Has A Separate Roadway With A 12X25cm Concrete Retainer On A Concrete Footing With Resistance. Resistor Placed Flush With The Level Of The Existing Terrain. A Separate Roadway With A Width Of 4.50M, A Connection With The Edge Of The National Road With A Radius Of R=5.00M. Behind The Retaining Wall, A Hard Shoulder Made Of Reclaimed Asphalt With A Width Of 0.75 M Is Designed. The Surface Of The Exit Is Separated From The Surface Of The National Road Dk 62 By A Curb Construction Of A Public Exit From The National Road Dk 62 To The Plot With Registration Number 83/7 In Stary Brześć 14, Made Of Concrete 15X22cm On A Concrete Footing With Resistance (C 12/15) Elevated In Relation To The Road Surface At 2 Cm. Along The National Road Dk 62, A 3.00 M Wide Dividing Island Is Designed, Made Of Stone Cubes 9/11, Jointed With Quartz Sand Based On Epoxy Resins And Framed With A Trapezoidal Stone Curb. For The Construction Of The Planned Public Exit Dk62 In The Town Of Stary Brześć, A Yakxs 4X35mm2 Cable Line With A Total Length Of 202/250M Should Be Led Out From The Existing Lighting Pole No. 8 Located In Plot No. 82, And Introduced To The Lighting Poles Design. The Designed Cable Should Be Laid In A Trench At A Depth Of 0.7 M On A 10 Cm Sand Topping, In A Wavy Line (The Length Of The Cable Should Be 3% Greater Than The Length Of The Trench Due To The Corrugated Laying Of The Cable). Then Cover With A Layer Of Sand 10 Cm Thick, A Layer Of Native Soil 15 Cm Thick, Lay A Blue Pvc Warning Foil Along The Entire Route. Ad 7) At The Planned Inclusion Of The Municipal Road Into The Voivodeship Road Dw 268, There Is An Individual Exit To Plot No. 263 Km 27. Under The Exit, There Is A Culvert With A Diameter Of ? 400 And A Length Of Approx. 5.00 M. The Voivodship Road Within The Planned Intersection Is Approx. 6.50 M Wide With A Roof Slope. Rainwater Is Drained By Means Of Longitudinal And Transverse Slopes To Ditches On Both Sides. The Land Intended For The Planned Municipal Road Is An Arable Field. The Scope Of The Study Includes: - Overlay On The Existing Structure Of The Provincial Road Dw 268, Wearing Course Of Ac 11S, Gr. 5 Cm - -1200 M2, - Full Construction Of The Provincial Road On Dw 268 And The Inlet Of The Municipal Road, Wearing Course Of Ac 11S Gr. 5 Cm - 840 M2, - Intersection Of The Municipal Road With Dw 268 - Driveway Groin Made Of Stone Cubes 15/ 17 - 80 M2, - Intersection Of The Municipal Road With Dw 268 - Dividing Island - Gray Cobblestones, Th. 8 Cm - 80 M2, - Exit From Kłsm 0/31.5 - 20 M2, - Shoulder From Ksłem 0/31.5 - 235 M2, - Bicycle Path From Ac 8S Gr. 5 Cm - 115 M2 - Roadside Ditch To Be Moved - 240 Running Meters - Glass Fiber Mesh To Connect The Pavement Structure - 250 M2 - Designed Hdpe Culvert ? 400Mm And Length - 38+8 M, - Topsoiling With Grass Sowing -870 M2, - Laying A 15X22 Drive-Up Curb On A C 12/15 Concrete Footing With A Resistance -120 M, - Laying A 15X25 Embedded Curb On A C 12/15 Concrete Footing 15 With A Resistance Of -150 M, - Laying The 8X30 Edging On A Footing Made Of Concrete C 12/15 With A Resistance Of -80 M, Completion Date: 1) September 15, 2023, 2) September 15, 2023, 3) 15- 09-2023 4) 10-10-2023 5) 15-03-2024 6) 15-09-2023 7) 30-06-2023 Payment Deadline: Transfer Using The Split Payment Mechanism (Mpp) Within 30 Days Of Submitting The Invoice (After Completion Of All Works On The Basis Of The Acceptance Report Of The Performed Works).