Tenders Are Invited For Reconstruction Of Road Sections In The Lisków Commune

I. Construction Of A Commune Road Plot No. 579/123 - Precinct 0007 Lisków, Registry Unit 300706_2 Lisków The Following Solutions Are Designed: - A Roadway With A Width Of 5.50 M Made Of Concrete Cubes, Th. 8Cm Behaton With Microfibre, Gray Color. The Roadway Ends With A Turning Area. In The Axis Of The Roadway, Make A Surface Drain, - Double-Sided Sidewalks Made Of Concrete Cubes, Th. 6 Cm, Type Of Brick With A Micro-Phase, Gray Color, - Pedestrian Crossing With Elements Of The Fon Type (Invoice Marking Of The Surface), - Exits Along The Sidewalks Made Of Concrete Cubes, Th. 8Cm, Type Of Brick With Micro-Phase, Graphite Color, - Cross Slopes Of The Roadway: 1-3%, - Cross Slopes Of The Pavement And Exits: Max. 3%, - Longitudinal Slopes: In Accordance With The Longitudinal Profile Of The Road, - Limit The Roadway With A Light Concrete Curb 15X30x100/15X22x100 , - The Sidewalk Should Be Limited With 8X30x100 Edges, - The Exits Should Be Limited With 12X25x100 Resistors, - A Section Of The Rainwater Drainage System Should Be Made Along With The Designed Inlets With Discharge To The Planned Rainwater Drainage System In Ul. Tw. Liskowa - Perform Vertical Marking, Ii. Expansion Of The Internal Road, Plot No. 579/121, 579/20 - Precinct 0007 Lisków, Registry Unit 300706_2 Lisków The Following Technical Solutions Are Designed: - A Roadway With A Width Of 3-5.50 M Made Of Concrete Cubes, Gr. 8Cm Behaton With Microfibre, Gray Color. The Roadway Ends With A Turning Area. In The Axis Of The Roadway, Make A Water-Permeable Surface Drain, Made Of An Openwork Slab Filled With Washed Gravel - Cross Slopes Of The Roadway: 2%, - Longitudinal Slopes: In Accordance With The Longitudinal Profile Of The Road, - Shoulders Made Of Unbound Mix C90/3, 0.5 M Wide - Roadway Limit With 12X25x100 Resistors, - Make Vertical Markings, - Possibly Reconstruct The Existing Technical Infrastructure Devices Under The Conditions Of Network Administrators. Iii. Reconstruction Of The Commune Road Koźlątków - Emilianów The Commune Road In Question Is Located In The Town Of Koźlątków, Commune Of Lisków. Along The Road, There Is A 4.0 M Wide Bitumen Roadway, Dirt Shoulders And Local Roadside Ditches. The Exits To The Adjacent Properties Have A Ground Surface. Iv. Reconstruction Of A Section Of The Internal Road In The Town Of Swoboda The Internal Road In Question Is Located In The Town Of Swoboda, Lisków Commune. Along The Road, There Is A Gravel Roadway With A Width Of Ca. 4.0 M And Dirt Shoulders. The Exits To The Adjacent Properties Have A Ground Surface. As Part Of The Investment, It Is Not Planned To Reconstruct The Exits To The Adjacent Properties. V. Reconstruction Of An Internal Road In The Town Of Małgów, Plot No. 320, Gm. Liskówthe Internal Road In Question Is Located In The Town Of Małgów, Commune Of Lisków. Along The Road, There Is A Gravel Roadway With A Width Of Ca. 4.0 M And Dirt Shoulders. The Exits To The Adjacent Properties Have A Ground Surface. A Bituminous Road Surface With A Width Of 4.0 M Was Designed, Widened To 5 M At The Intersection With The Provincial Road. Horizontal Arches Were Marked On The Development Plan. A Roof Slope Of The Roadway Of 2% Has Been Designed Along The Entire Length Of The Road. Vi. Reconstruction Of An Internal Road In The Town Of Strzałków, Plots No. 1551, 1542 In The Town Of Strzałków, Commune Of Lisków The Internal Road In Question Is Located In The Town Of Strzałków, Lisków Commune. Along The Road, There Is A Gravel Roadway With A Width Of Ca. 3-4.0 M And Dirt Shoulders. The Exits To The Adjacent Properties Have A Ground Surface. A 4.0 M Wide Bitumen Roadway With An Extension To 5.0 M Was Designed Within The Intersection With The Road On Plots No. 57/4 And 1542. The Intersection Of The Road Edges Within The Intersection Was Designed With R10.0 M Curves. Reconstruction Of Exits To Adjacent Properties. Vii. Reconstruction Of The Internal Road And The Pedestrian And Bicycle Road In The Village Of Strzałków On The Section From The Cemetery To The Primary School. The Following Technical Solutions Are Planned: - On Plots No. Asphalt Concrete. In Addition, In The Place Of Rainwater Drainage Within The Cemetery, A Permeable Surface Made Of Openwork Slabs Has Been Designed, Which Will Be Limited By A Concrete Curb. Dehydration Will Take Place On The Surface. Viii. Reconstruction Of An Internal Road In The Town Of Zakrzyn, Plots No. 431, 468, Gm. Liskówthe Internal Road In Question Is Located In Zakrzyn, Lisków Commune. The Roadway Was Designed Up To A Width Of 4.0 M In Two Standards, I.E. A Section From The Intersection With A Poviat Road, 415 M Long, With An Asphalt Concrete Surface, And A Road Section From Plot No. 437 To Plot No. 349, With A Broken Aggregate Surface. Access Roads To Plots. As Part Of The Investment, It Is Not Planned To Reconstruct Access Roads To Adjacent Properties. Ix. Reconstruction And Expansion Of The Road Into A D-Class Municipal Road In Józefów, Plots 92, 17, 44, 16, 47, 87, 59/2, 65, 89, 66, 67, 71, 93, 111, 113, 90, 91, 88, 86, (Józefów Precinct/L), Plots 151, 184, 195, 190, 186, 185, 183, 175/4, 196 (Małgów Kolonia Precinct), Commune Liskówattention Regarding The Scope Of Works!!!: The Road Reconstruction And Extension Project, Which Is Attached To The Swz, Has Been Divided Into Parts. As Part Of The Task, Which Is The Subject Of The Public Procurement Procedure, Road Works Are To Be Performed In The Following Kilometer: (Km) From 0+000 To 0+850. This Information Should Be Taken Into Account When Preparing An Offer For The Task In Question. In Order To Achieve The Intended Goals I.E. Improving The Conditions And Technical And Operational Properties Of The Road, It Is Proposed To Adopt The Following Solutions: - Strengthen The Existing Road Structure By Increasing The Thickness Of The Foundation, - Make Local Widenings To Achieve The Set Parameters Of The Roadway, - Make A Bituminous Roadway With A Width Of 4M With Local Widenings Up To 5M , - Provide The Standard Longitudinal And Transverse Slopes Of The Road, - Make Shoulders Of The C90/3 Mix, - Install Vinyl Sheet Piles In The Indicated Locations To Prevent Landslides, - Perform Vertical And Horizontal Markings, - Possibly Reconstruct The Existing Technical Infrastructure Devices On The Terms Of The Administrators Networks, X. Rebuilding And Extension Of The Road To A D-Class Municipal Road In Małgów, Plots 369, 335, 370, 371, 355, 357, 372, 373, 358, In Małgów Kolonia, Plots 368, 151, 193, 195, 186, 190, 174, 189, 192, 188, 191, 187, Commune Lisków In Order To Achieve The Intended Goals, I.E. To Improve The Conditions And Technical And Operational Properties Of The Road, It Is Proposed To Adopt The Following Solutions: - Strengthen The Existing Road Structure By Increasing The Thickness Of The Foundation, - Make A Bituminous Roadway 4 M Wide With Local Widenings Up To 5 M, - Provide Normative Slopes Longitudinal And Transverse Roads, - Make Shoulders Of The C90/3 Mix, - Make Vertical Markings, It Is Recommended To Carry Out A Site Inspection Of The Area. Note: The Bills Of Quantities Attached To The Swz Are Auxiliary. Due To The Lump-Sum Nature Of The Contractual Remuneration, The Offer Price Should Include The Actual Costs Of The Task Implementation Resulting From The Design Documentation, Stwiorb And The Provisions Of The Tor. As Part Of The Subject Of The Contract, The Contractor Is Obliged To Provide Geodetic Services, Restore The Area To Its Previous Condition. The Contractor Must Prepare The Following Documents At Its Own Expense: As-Built Geodetic Inventory For All Roads Covered By The Public Procurement Procedure And As-Built Documentation For All Roads. The Employer Requires A Guarantee For The Completed Subject Of The Contract For A Period Of: Minimum 3 Years - Maximum 5 Years From The Date Of Acceptance Of The Construction Works By The Employer And Signing (Without Comments) Of The Final Report. Statutory Warranty Period. Source Or A Particular Process That Characterizes The Products Or Services Provided By A Particular Contractor, Such Indication Shall Be Understood To Be Accompanied By The Words Or Equivalent. The Ordering Party Accepts Materials And/Or Equivalent Solutions, Provided That The Technical, Quality And Functional Parameters Are Not Worse Than Those Indicated In The Documentation And Do Not Lead To A Change In Technology. The Names Indicated In The Documentation Should Be Treated As Examples. Technical And Quality Features Of The Subject Of The Contract Should Comply With Polish Standards Transposing European Standards Or Standards Of Other Member States Of The European Economic Area. Describing The Subject Of The Contract By Reference To Standards, Technical Assessments, Technical Specifications And Technical Reference Systems, Referred To In Art. 101 Of The Public Procurement Law, The Employer Allows Solutions Equivalent To Those Described. The Contracting Authority May Not Reject A Tender Only Because The Offered Works, Supplies Or Services Do Not Comply With The Standards, Technical Assessments, Technical Specifications And Technical Reference Systems To Which The Description Of The Subject Of The Contract Refers, Provided That The Contractor Proves In The Tender, In Particular By The Means Of Evidence Referred To In Art. 104-107 Of The Public Procurement Law That The Proposed Solutions Meet The Requirements Specified In The Description Of The Subject Of The Contract To An Equivalent Degree. The Contractor Who Refers To Equivalent Solutions Is Obliged To Demonstrate That The Solution He Offers Meets The Requirements Specified By The Employer. In Such A Case, The Contractor Shall Attach To The Offer A List Of Equivalent Solutions Along With Its Description Or Standards - Failure To Submit Such A List Means That The Contractor Will Use The Materials And Solutions Adopted In The Technical Documentation. Place Of Implementation: Lisków, Strzałów, Małgów, Małgów Kolonia, Zakrzyn, Koźlątków And Swoboda.