Tenders Are Invited For Reconstruction Of The Road In Wola Podłężna - Ul. Chmielna, Aroniowa, Orzechowa, Anise And Cypress

The Subject Of The Order Are Construction Works Involving The Reconstruction Of The Road In Wola Podłężna - Ul. Chmielna, Aroniowa, Orzechowa, Aniżkowa, Cyprysowa With A Total Length Of 1,064.71 M And A Width Of 5.00 M, Including The Construction Of A Sidewalk And Road Lighting. It Is Planned To Reinforce The Ground With A C1.5/2 Cement-Bonded Mixture, A Base Base Made Of Unbound Crushed Aggregate 0/31.5 Mm And A Wearing Course Made Of Ac11s Asphalt Concrete. In Order To Ensure Inter-Layer Bonds, The Foundation Layer Should Be Sprinkled With A Quick-Disintegrating Asphalt Emulsion In The Amount Of 0.7 Kg/M2. Sidewalks Are Also Designed To Be Made Of Gray Concrete Cubes, 1.50 M Wide, Limited By An 8X30 Concrete Edge On A Concrete Bench With A C12/15 Resistance, And Exits To The Property With A Surface Made Of Graphite-Colored Concrete Cubes, Limited By A 12X25 Resistor On A C12/15 Concrete Bench With A Resistance. The Sidewalks Will Be Located At A Distance Of 1.0 - 1.25 M From The Edge Of The Road. The Scope Of Works Is Within The Existing Right-Of-Way Of The Municipal Road. The Road Structure Was Adopted On The Basis Of The Catalog Of Typical Flexible And Semi-Rigid Structures - Assuming That It Will Be Loaded With Kr1 Traffic. The Project Envisages The Construction Of Four Streets Aimed At Ensuring Safe And Comfortable Traffic For Users. The Length And Width Of The Sections Are: A) Roads: - Aroniowa, Anyżkowa And Chmielna Streets With A Total Length Of 687.80 M, Width 5.0 M - Orzechowa Street With A Length Of 208.71 M, Width 5.0 M - Cyprysowa Street With A Length Of 168 .20 M, Width 5.0 M) Sidewalks: - Width 1.50 Mc) Exits - Width 3.50 - 5.0 M Technical Parameters Of The Designed Road: Road Class - Additional Load On The Surface - 100 Kn/Soil Base - G1, G2 Traffic Category - Kr1 Design Speed - 30 Km/H Width Of Bituminous Road - 5.0 M Width Of Sidewalk 1.50 M Width Of Shoulders - 0.75 M Cross-Slope Of The Road - Roof 2%, And One-Sided 2% Cross-Slope Of The Sidewalk - 2% Cross-Slope Of The Shoulder - 8% Characteristic Size Of Works: Total Length Of The Road - 1064.71 M Area Of ​​Asphalt Concrete Road - 5750.0 M2 Area Of ​​Sidewalk Made Of Concrete Cubes - 1465.00 M2 Area Of ​​Exits Made Of Concrete Cubes - 1282.00 M2 Area Of ​​Roadsides Reinforced With Aggregate - 1230.00 M2 Greenery - 3940.00 M2 Designed Lighting Of The Municipal Road In Wola Podłężna (Ul. Chmielna, Aroniowa, Orzechowa, Aniżkowa And Cyprysowa) Includes The Construction Of A Cable Line, Installation Of A Grounding Installation, Installation Of Complete Lighting Poles With Fixtures Equipped With Led Light Sources, Installation Of A Power Supply And Control Cabinet For So Street Lighting. Removal Of Collisions With The Overhead Line Sn 15K Of Venerga Operator Sa. Basic Technical Parameters Of The Designed Outdoor Lighting: - Construction Of A Cable Line With A Total Length Of 1,308 M (Laid Along The Entire Route In Double-Wall Corrugated Pipes, Diameter 75 Mm), Of Which 1,110 M In The Ground, Installation Of Anthracite-Colored Aluminum Lighting Poles, Height 7 M In Diameter With A 178 Mm Base Mounted On Prefabricated Foundations - 32 Sets - Installation Of Anthracite Anodized Aluminum Arch Extension Arms With A Lateral Reach Of 1.0 M And A Lifting Height Of 1.0 M - 32 Sets - Installation Of Led Outdoor Lighting Fixtures With A Luminaire Power Of 67 W - 32 Sets. - Installation Of Smooth-Walled Rigid Casing Pipes, Diameter 110 Mm (Open Trench) - 284 M - Installation Of The Grounding Installation - 11 Sets - Installation Of The So Power Supply And Control Cabinet - 1 Set - Removal Of Interference With The 15 Kv Electrical Network - 1 Set. Detailed Scope Of The Order Are Specified In The Technical Documentation - Annex No. 7 To The Swz. All Requirements Specified In The Swz Are Minimum Requirements And Their Fulfillment Is Obligatory. Failure To Meet The Minimum Requirements Will Result In Rejection Of The Offer Pursuant To Art. 226 Section 1 Point 5 Of The Public Procurement Law As Inconsistent With The Terms Of The Order. If The Swz Contains Trademarks, Patents Or Origins, Sources Or A Specific Process That Characterizes Products Or Services Provided By A Specific Contractor, The Ordering Party Allows The Offer Of Equivalent Solutions With Parameters Not Worse Than Those Indicated By The Ordering Party. A Contractor Who Relies On Equivalent Solutions Is Obliged To Demonstrate That The Construction Works He Offers Meet The Requirements Specified By The Ordering Party. Equivalent Solutions Used By The Contractor Must Be At Least: • Of The Same Strength And Durability, With The Same Level Of Aesthetics; • Of Technical Parameters Indicated In The Description Of The Subject Of The Contract; • Meet The Same Functions, Safety And Quality Requirements; • Have Appropriate Approval Documents For Use. If The Swz Includes References To Standards, Technical Assessments, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Section 1 Point 2 Of The Public Procurement Law And Art. 101 Section 3 And 5 Of The Pzp, The Ordering Party Allows Equivalent Solutions. In Each Case Of Use In Technical Documentation Of Standards, Technical Assessments, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Section 1 Point 2 And Section 3 Of The Public Procurement Law, The Contractor Should Assume That Such A Reference Is Accompanied By The Words Or Equivalent. If References To Standards, European Technical Assessments, Approvals, Technical Specifications And Technical Reference Systems Are Used In The Technical Documentation, The Ordering Party Allows Solutions Equivalent To Those Described. When Analyzing The Technical Documentation, The Contractor Should Assume That Each Reference Used In The Design Documentation Is Accompanied By The Word Or Equivalent. If Trademarks Are Used In The Technical Documentation, It Means That They Are Given As Examples And Specify Only The Minimum Expected Quality Parameters And The Required Standard. . The Contractor May Use Equivalent Materials Or Devices, But With Similar Or Better Technical And Quality Parameters, The Use Of Which Will In No Way Adversely Affect The Proper Functioning Of The Solutions Adopted In The Technical Documentation. The Contractor Who Uses Equivalent Devices Or Materials Will Be Obliged To Demonstrate During The Implementation Order That The Equipment And Materials Used By Him Meet The Requirements Specified By The Ordering Party. The Use Of A Label In The Technical Documentation Means That The Ordering Party Accepts All Labels Confirming That Given Construction Works, Supplies Or Services Meet The Equivalent Requirements Of The Label Specified By The Ordering Party. If The Contractor, For Reasons Beyond Its Control, Cannot Obtain The Label Specified By The Contracting Authority Or An Equivalent Label, The Contracting Authority, Within The Deadline Set By Itself, Accepts Other Appropriate Means Of Evidence, In Particular The Manufacturers Technical Documentation, Provided That The Contractor Proves That The Works Construction, Supplies Or Services To Be Performed By Him Meet The Requirements Of A Specific Label Or Specific Requirements Indicated By The Ordering Party. The Use In The Technical Documentation Of The Requirement To Have A Certificate Issued By A Conformity Assessment Body Or A Test Report Carried Out By This Body As A Means Of Evidence Confirming Compliance With Requirements Or Features Specified In The Description Of The Subject Of The Contract, Offer Evaluation Criteria Or Contract Performance Conditions Means That The Ordering Party Also Accepts Certificates Issued By Other Equivalent Conformity Assessment Bodies. The Ordering Party Also Accepts Other Appropriate Means Of Evidence, In Particular The Manufacturers Technical Documentation, In The Event That A Given Contractor Has Neither Access To Certificates Or Test Reports Nor The Possibility Of Obtaining Them In An Appropriate Time, Unless This Lack Of Access Cannot Be Attributed To A Given Contractor. , And Provided That A Given Contractor Proves That The Construction Works, Supplies Or Services Performed By Him Meet The Requirements Or Criteria Specified In The Description Of The Subject Of The Order, The Offer Evaluation Criteria Or The Requirements Related To The Implementation Of The Order. If The Description Of The Subject Of The Order Includes A Provision Resulting From The Knr Or Knnr Indicating The Need To Use Specific Equipment With Specific Parameters To Complete The Order. The Ordering Party Allows The Use Of Other Equipment As Long As It Ensures The Achievement Of The Assumed Design Parameters And Does Not Result In The Risk Of Non-Compliance Of The Work Performed With The Technical Documentation.