Tenders are invited for Improvement Of Communication Cohesion In Czarna Białostocka Through The Construction And Reconstruction Of Public Roads

1. As Part Of The Task, Municipal Roads Should Be Reconstructed - Różana, Wierzbowa, Jodłowa, Olchowa, Gajowa, Bukowa Streets (Municipal Road On The Plot With Geodesic Number 1887), Akacjowa, Bromboszcza, Tulipanów, Chabrowa, Makowa And Zielona In Czarna Białostocka On Plots Geode No. 353, 1860, 422, 1717, 1868, 1800, 1803, 1817, 1837, 1887, 1761, 1741, 391, 409, 410, 411, 212/6, 389/203, 426, 1781/3, 1859/1, 1895, 202/12, 356, Precinct 044 Czarna Bialystok. The Above Task Will Be Implemented As Part Of The Co-Financing From The Polish Governance Fund: Strategic Investment Program. The Investment Will Be Carried Out In The Existing Right-Of-Way. The Total Length Of The Streets To Be Reconstructed Is Approx. 2.1 Km, Of Which Ul. Różana Approx. 554 M, Zielona - Approx. 221 M, Wierzbowa - 268 M, Jodłowa - 41 M, Alder - 77 M, Gajowa - 105 M, Bukowa - 70 M, Akacjowa - 150 M, Bromboszcza - 180 M, Tulipów - 180 M, Chabrowa - 180 M, Makowa - 71 M. 9 Cm, With A Pedestrian And Bicycle Path Made Of Bevelless Concrete Paving Stones, Th. 6 Cm, Graphite, Width Approx. 3.16 ÷ 4.00 M On The Left Side And A Pavement Made Of Concrete Cobblestones, Thickness 6 Cm, Gray, Approx. 2.00 ÷ 2.49 M Wide On The Right Side (Except For The Section At Plot No. 202/12, Where A Concrete Paving Strip 0.30 M Wide Should Be Made). The End Of The Street Should Be Linked To The Section Of Różana Street Made In 2019. The 5.5 M Wide Green Street, In Reference To The Existing Part Of This Street, Should Be Made Of Asphalt Concrete, With A Pavement Made Of Concrete Paving Stones, Thickness 6 Cm, Gray, Approx. 2.45 ÷ 3.30 M Wide From The Side Of The Buildings And A Dirt Shoulder Approx. 0.75 M Wide From The Forest Side. Jodłowa And Makowa, 5.0 M Wide, Made Of Gray Concrete Paving Stones, Thickness 8 Cm, With Double-Sided Sidewalks Made Of Concrete Paving Stones, Thickness. 6 Cm, Gray In Color, Approx. 2.00 ÷ 3.35 M Wide (Except For Makowa Street, Where A One-Sided Pavement Is Provided, Approx. 2.17 M Wide, And Reinforcement Of The Escarpment With Eko Openwork Slabs On The Other Side). Access Road Marked With Geode No. 426 To Be Made In The Form Of A Pedestrian And Driving Route Made Of Concrete Paving Stones, Thickness 8 Cm, Gray, Width Approx. 5.35 ÷ 5.50 M. 8 Cm Red. Exit From Concrete Paving Stones, Thickness 8 Cm Red And Variable Width, From Approx. 3.4 M To The Width Of The Existing Entrance Gates To Individual Properties. Framing With A Concrete Edging 30X8 Cm And A Concrete Curb 15X30 Cm And A Drive-On Curb 15X22 Cm On A Concrete Footing With Resistance. Drainage Of The Streets Of The Zielone Housing Estate In Czarna Białostocka Will Be Ensured By The Construction Of An Absorptive Well And A Rainwater Drainage System Made Of Plastic Pipes, Rainwater Drains With Inlet Chambers And A Drainage Outlet To The Infiltration And Evaporation Tank (To Be Made On Plot No. 202/12, Owned By The Treasury State - Forest District Czarna Białostocka) As Well As To The Jurczea River. The Infiltration And Evaporation Tank Should Be Lined With Openwork Concrete Slabs With Slopes 1:1.5 With Dimensions At The Bottom Of 10X29 M And A Depth Of Approx. 2.45 M. The Remaining Slopes And The Bottom Should Be Lined With Openwork Slabs On A Sand Bedding. The Area Around The Fence Should Be Fenced With A Net, Approx. 1.5 M High, Attached To Steel Posts Embedded In The Ground. An Entrance Gate And A Wicket Should Also Be Installed. In Chabrowa And Akacjowa Streets, There Are Existing Rainwater Channels That Will Be Used To Build The Sewage System Of The Zielone Housing Estate As Part Of The Investment In Question. The Fittings On The Existing Utilities, Located In The Cross Section Of The Streets, Should Be Adjusted In The Final Phase Of The Works To The Height Solution Of The Roadway And Sidewalks Under The Supervision Of The User Of The Individual Utilities. In Particular, This Applies To The Regulation Of Water Supply Devices And Sanitary Sewage Wells And Teletechnical Networks. The Outlet To The Jurczea Watercourse Should Be Made Of Pvc Pipes With A Diameter Of 315 Mm, And The Thresholds Of C35/45 Concrete With Side Wings Perpendicular To The Front Wall. The Outlet Should Be Secured With A Grating Made Of Welded Bars. At The Bottom Of The Outlet, A Stone Rip-Rap Should Be Made At A Length Of Approx. 2.5 M. The Escarpment On The Left And Right Side Of The Outlet Should Be Secured With Cobblestones On Cement-Sand Mortar. Additionally, Along The Watercourse In The Area Of ​​The Outlet, Strengthen The Fascine On Both Sides And Reinforce The Outlet Of The Rainwater Channel With A Wooden Palisade. It Is Planned To Move 2 Hydrants Located In Ul. Różana Under The Fence Of The Adjacent Properties. The Telecommunications Infrastructure Belonging To Koba Sp. Z O.O., Serczernet Małgorzata Nienałtowska And Orange Polska S.A. The Scope Of The Investment Includes The Demolition And Construction Of Teletechnical Cable Chambers, Sections Of Single-Hole Teletechnical Ducts With Copper And Optical Telecommunication Cables, Underground Pipelines With Optical Telecommunication Cables, Optical Telecommunication Cables Laid Directly In The Ground. For The Construction Of The Sewage System, Sk-1, Skr-1 And Sk-2 Cable Chambers And Hdpe Pipes Should Be Used. Cable Chambers Should Be Placed At A Depth That Allows The Frames And Covers Of The Chamber To Be Adjusted To The Designed Elevation Of The Pavement Or Terrain. Before Commencing The Works, You Should Familiarize Yourself With The Technical Conditions Issued By The Owner Of The Infrastructure. Prior To The Planned Works, A Written Application For Consent To Carry Out The Works Should Be Submitted To Orange Polska S.A. (Within 14 Days Before The Planned Works) And To Koba Sp. Z O. O. (Within 30 Days Before The Planned Works). Make Vertical And Horizontal Markings In Accordance With The Permanent Traffic Organization Design. All Shields And Posts From The Disassembly Of The Existing Marking Should Be Handed Over To The Employer. Ongoing Care Of Green Areas - Including Mowing Slopes And Lawns - Remains The Responsibility Of The Employer. The Felled Wood Should Be Deposited On Plot No. 1142/15 In Czarna Białostocka, I.E. On The Premises Of Zakład Energetyki Cieplnej At Ul. Fabryczna 34. Other Elements From The Felling In The Form Of Branches, Stumps, Roots, Shrubs, Etc., The Contractor Is Obliged To Transport Outside The Construction Site And Develop On His Own. The Scope Includes The Execution Of: A. Works In The Road Industry: B. Works In The Sanitary Industry In The Form Of: C. Works In The Telecommunications Industry (Reconstruction Of Koba Sp. Z O.O. And Orange Telecommunications Equipment): The Contractors Tasks Include: - Development Of A Geodetic As-Built Inventory - 3 Copies, - Development Of A Traffic Organization Project For The Duration Of The Works And Approval At The District Office In Białystok, - Ensuring Residents And Security And Security Services, The Possibility Of Entering The Properties, - Prior To The Construction, Agree On The Land Development Plan In Terms Of Collisions With The Administrators Of Power, Telephone And Sanitary Networks, - Presentation Of The Offer Cost Estimate Before The Conclusion Of The Contract, And The As-Built Cost Estimate After The Investment Is Completed, - Destroyed During The Implementation, The Boundary Points Should Be Resumed And Permanently Stabilized, A Report Required By Law In The Field Of Real Estate Divisions Should Be Drawn Up For This Activity. Implementation Of The Task Indicating The Source Of The Aid Funds For Its Implementation, Size 120X180 Cm (Template Of The Information And Promotion Board Will Be Presented By The Employer After Signing The Contract With The Contractor Of The Task, - Before Commencing The Execution Of The Works, Check With The Geodesy Department Whether, After Submitting This Documentation, No Other Networks Have Been Designed And/Or Constructed In The Area Covered By The Investment. In The Event Of Encountering Underground Utilities That Are Not Inventoried Or Lying At A Different Depth Than Presented In The Design, The Users Of The Utilities Should Be Notified And, Together With The Investors Supervision, The Further Course Of Action Should Be Determined.2. A Detailed Description Of The Subject Of The Contract, Conditions And Manner Of Its Implementation, Required By The Contracting Authority, Is Included In The Description Of The Subject Of The Contract (Also Referred To As The Dso), Constituting Appendix No. 1 To The Tor