Tenders Are Invited For Renovation Of The Surface Of Jana Pawła Ii Street In Stara Łubianka

1. The Subject Of The Order Is The Renovation Of The Surface Of Jana Pawła Ii Street In Stara Łubianka.2. The Beginning Of The Planned Renovation Is Assumed To Be At Km 0+000.00 At The Height Of Plot No. 592 (Right Side), While The End Is At The Border Of Plot No. 392/2 At Km 0+519.72. The Length Of The Designed Section Is 519.72 M3. The Renovation Of The Existing Road Will Consist In Profiling The Existing Bituminous Surface With An Average Thickness Of 3 Cm, Then Carrying Out Local Partial Renovations, And Finally, Introducing New Bituminous Layers. It Was Assumed That The Leveling Layer Would Be Made Of Ba Ac 11W Thick. 3 Cm, And Then A Wearing Course Of Sma 0/8 Mm Thick. 3 Cm. On The Section 0+480.00 - 0+519.72, Due To Significant Deformations Of The Existing Road, A Leveling Layer Of Ba Ac 11W Thick Was Assumed. 5 Cm, And Then A Wearing Course Of Sma 0/8 Mm Thick. 3 Cm. On The Section 0+480.00 - 0+519.72, It Was Also Planned To Widen The Existing Road To 5.50 M. On Sections Without Curbs, Roadsides Were Planned To Be Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm Thick. 10 Cm And 0.75 M Wide. Both The Level Of Profiling Milling And New Bituminous Layers Should Be Adjusted To The Level Of The Existing Curbs.4. As Part Of The Planned Renovation, It Was Assumed That A New Surface Of The Bus Bays Would Be Made Of Granite Cubes, 15 - 18 Cm High, With The Joints Filled With Mortar Adapted To Heavy Traffic (E.G. Sopro). The Separation Of The Bus Bay Surface From The Bituminous Road Was Designed With A Granite Resistor With Dimensions. 15X25 Cm Placed On A C 12/15.5 Concrete Bench. At Km 0+236.74, The Existing Wp-1 Rain Inlet Is Planned To Be Replaced With A New One, And The Construction Of A New Wp-2 Inlet, Which Should Be Connected To The Wp-1 Inlet. Both Rainwater Inlets And All Wells And Valves Located In The Road Should Be Replaced With New Heavy-Duty Ones. If Necessary, The Upper (Damaged) Elements Of Sewage Wells Should Be Repaired.6. As Part Of The Planned Investment, Due To The Need To Correct The Grade Of The Renovated Surface, A Partial Replacement Of The Existing Curbs Was Assumed (At Exits, Pedestrian Crossings And Other Places Indicated In The Pzt - Drawing No. 2). In Places Where Existing Curbs Are Being Rebuilt, Care Should Be Taken To Use Two-Meter Diagonal Transitions From A High Curb To A Low Curb To Eliminate Excessive Longitudinal Drops At The Connection Between The Sidewalk And The Exits. As Part Of The Reconstruction Of Sidewalks And Exits, It Was Assumed That The Existing Concrete Cubes Obtained From Demolition Would Be Used As Much As Possible (Height Correction). In The Case Of Concrete Edges, It Was Assumed That 80% Of The Existing Elements Would Be Used (20% Should Be Made Of New Material).7. All Designed Curbs And Edges (New And Old) Should Be Placed On A C 12/15 Concrete Bench In Accordance With The Attached Construction Details - Drawing No. 5.8. There Are Numerous Elements Of Technical Infrastructure In The Area Of ​​The Planned Investment In Accordance With The Land Development Plan - Figure No. 2.9. The Subject Of The Order Is Implemented From The Funds Of The Government Road Development Fund.10. The Handover Of The Construction Site And Commencement Of Construction Works Will Take Place No Earlier Than April 1, 2024. 11. A Detailed Description Of The Subject Of The Order And The Scope Of The Order Was Described Using Design Documentation, Excluding The Bill Of Quantities, And Using The Technical Specification For The Execution And Acceptance Of Construction Works, Constituting Annex No. 1 To The Specification Of Terms Of Contract, Hereinafter Referred To As Swz. Other Conditions Regarding The Implementation Of The Contract Are Specified In Annex No. 3 To The Swz (Drafted Provisions Of The Public Procurement Contract).12. Names And Codes Specified In The Common Procurement Vocabulary: Cpv Code Name45000000-7 Construction Works45233220-7 Road Surface Works13. The Reason For Not Dividing The Contract Into Parts Is The Nature Of The Subject Of The Contract (Renovation Of The Street Surface) And The Technology Of Its Implementation. The Renovation Of The Street Surface Constitutes A Coherent, Compact And Linear Building System. All Elements Included In The Scope Of Construction Works Are Closely Related, Intertwine And Must Be Performed Completely In A Specific Technological Regime. When Dividing The Contract Into Parts, There Is A Risk Of Not Selecting A Contractor. Due To The Consistency Of Construction Works, Failure To Select A Contractor For Even One Part Would Result In The Inability To Complete The Entire Subject Of The Contract. It Is Also Important That The Execution Of The Subject Of The Contract By One Contractor, At Least Due To The Fixed Costs Of Maintaining One Construction Site, Large Quantities Of Ordered Construction Materials, And Therefore At Lower Prices, Results In A Lower Cost Of Execution Of The Subject Of The Contract. Moreover, The Need To Coordinate The Activities Of Various Contractors Implementing Individual Parts Of The Contract Could Seriously Jeopardize The Proper Performance Of The Contract. Dividing The Subject Of The Contract Into Many Parts Also Carries A Significant Risk Of Difficulties And Obstacles In Determining The Contractor Responsible For Improper Performance Of The Subject Of The Contract, Including Under The Warranty For Defects Or Liability Pursuant To Art. 471 Of The Act Of 23 April 1964, Civil Code. The Performance Of Each Scope Of Construction Works Has An Impact On The Next Scope Resulting From The Technology Of Construction Works. If The Subject Of The Order Is Performed By One Contractor, Responsibility For The Entire Construction Process, In Its Executive Aspect, Is Unquestionably Borne By One Contractor. Failure To Divide The Order Into Parts, Due To Its Small Scope And Size, Will Not Hinder Competition.