Tenders Are Invited For Reconstruction Of Roads In The Ryglice Commune: Part I: Reconstruction Of The Commune Road. 200272K At Km 0+000-0+625 In The Town Of Kowalowa Cz. Ii: Reconstruction Of The Commune Road. No. 200276K-Ryglice-Ul. Łyczków At Km 0+007-0+140 In The Town Of Ryglice

- Part I: Reconstruction Of Municipal Road 200272K At Km 0+000 To Km 0+625 In The Town Of Kowalowa, Ryglice Commune: The Scope Of Works For The Implementation Of This Part Of The Order Includes: Preparatory And Demolition Works - Measurement Works For Linear Earthworks - Road Route In Hilly Or Foothill Terrain;- Dismantling (Milling) Of Surfaces Made Of Mineral-Bituminous Mixtures With A Thickness Of 0-11 Cm;- Removing A Layer Of Fertile Soil (Topsoil) Up To 10 Cm Thick - Under The Roadsides;- Dismantling Concrete Edges;- Dismantling Concrete Curbs; - Dismantling Of Footings For Curbs And Concrete Edges; - Removal Of Demolition Materials - Transport In Self-Dumping Vehicles Over A Distance Of 5 Km. Roadway 0+000-0+036 - Mechanical Cleaning Of The Improved Road Surface (Bitumen) - Sprinkling The Road Surface With Asphalt In A Multiplicity Of 2;Surface Made Of Ac16w Asphalt Concrete - Asphalt Profiling Layer - Thickness After Compaction 3 Cm (Thickness 2-4 Cm); - Ac16w Asphalt Concrete Surface - Asphalt Binding Layer - Thickness After Compaction 4 Cm; - Ac11s Asphalt Concrete Surface - Asphalt Wearing Course - Thickness After Compaction 3 Cm. Roadway 0+036- 0+141- Mechanical Cleaning Of The Improved Road Surface (Bitumen) - Sprinkling The Road Surface With Asphalt 2 Times; Ac16w Asphalt Concrete Surface - Asphalt Profiling Layer - Thickness After Compaction 3 Cm (Thickness 2- 4 Cm);- Ac16w Asphalt Concrete Surface - Asphalt Binding Layer - Thickness After Compaction 4 Cm;- Ac11s Asphalt Concrete Surface - Asphalt Wearing Course - Thickness After Compaction 3 Cm. Roadway 0+141-0251 - Earthworks Performed With Backhoe Excavators Capacity Buckets Of 0.40 M3 In The Soil Of Categories I-Ii With Transport Of Excavated Material By Self-Unloading Vehicles Over A Distance Of 5 Km;- Subbase Made Of Soil Stabilized With Cement C1.5/2<4 Mpa Made With Trailer Mixers - Thickness After Compaction 30 Cm;- Subbase Made Of Crushed Aggregate 0 /31.5 Mm C90/3 Mechanically Stabilized - Thickness After Compaction 15 Cm; - Mechanical Cleaning Of The Improved Road Surface (Bitumen) - Sprinkling The Road Surface With Asphalt; Ac16w Asphalt Concrete Surface - Asphalt Profiling Layer - Thickness After Compaction 3 Cm (Thickness 2 -4 Cm);- Ac16w Asphalt Concrete Surface - Asphalt Binding Layer - Thickness After Compaction 4 Cm;- Ac11s Asphalt Concrete Surface - Asphalt Wearing Course - Thickness After Compaction 3 Cm. Roadway 0+251 - 0+625 - Mechanical Cleaning Improved Road Surface (Bitumen) - Sprinkling The Road Surface With Asphalt; Ac16w Asphalt Concrete Surface - Asphalt Profiling Layer - Thickness After Compaction 3 Cm (Thickness 2-4 Cm); - Ac16w Asphalt Concrete Surface - Asphalt Binding Layer - Thickness After Compaction 4 Cm;- Surface Made Of Ac11s Asphalt Concrete - Asphalt Wearing Course - Thickness After Compaction 3 Cm. Sides - Earthworks Performed With Backhoe Excavators With A Capacity Of Buckets Of 0.40 M3 In The Ground Of Categories I-Iii With Transport Of Excavated Material By Self-Unloading Vehicles Over A Distance Of 5 Km;- Mechanical Profiling And Compaction Of The Subsoil For Structural Layers Of The Pavement In The Ground Of Categories I-Iv;- Subbase Made Of Natural Aggregate Stabilized With C1.5/2 Cement <4 Mpa - Wed. Layer Thickness After Compaction 30 Cm;- Surface Made Of Crushed Aggregate 0/31.5 Mm C90/3 Mechanically Stabilized - Thickness After Compaction 15 Cm;- Surface Consolidation Of The Surface With Asphalt Emulsion And Grit, Multiplied By 2. Connection Of Intersections - Mechanical Cleaning Of The Improved Road Surface ( Bitumen)- Sprinkling The Road Surface With Asphalt;- Ac16w Asphalt Concrete Surface - Asphalt Binding Layer - Thickness After Compaction 4 Cm;- Ac11s Asphalt Concrete Surface - Asphalt Wearing Course - Thickness After Compaction 3 Cm;- Concrete Footing For Curbs C12/15 With Resistance;- Concrete Curbs With Dimensions Of 15X22 Cm;- Re-Paving Of The Surface With Concrete Cubes, Filling The Joints With Sand And Adding Cement-Sand Ballast;- Roadsides Made Of Crushed Aggregate 0/31.5 Mm C90/3, Mechanically Stabilized - Thickness After Compaction: 10 Cm .Drainage Elements - Pipe Culverts - 30 Cm Thick Gravel Foundation; - Pipe Culverts With A Diameter Of 40 Cm - Front Walls Thick. 30 Cm Made Of C25/30 Concrete (Reinforced With 2X Welded Mesh Fi 8 Mm, Mesh Size 15X15 Cm), On C20/25 Concrete Foundations; - Pipe Culverts With A Diameter Of 80 Cm - Front Walls Thick. 30 Cm Made Of C25/30 Concrete (Reinforced With 2X Welded Mesh Fi 8 Mm, Mesh Size 15X15 Cm), On C20/25 Concrete Foundations; - Replacement Of A Plastic Pipe Culvert With A Diameter Of 40 Cm; - Replacement Of A Plastic Pipe Culvert With A Diameter Of 80 Cm; - Strengthening Slopes With Openwork Concrete Slabs, Dimensions. 40X60x10 Cm On A Cement-Sand Base; Finishing Works - Vertical Adjustment Of Manholes For Sewer Manholes; - Installation Of The U-11A Barrier On C16/20 Concrete Foundations; - C12/15 Concrete Curb Footing With Resistance; - Concrete Curbs With Dimensions Of 15X25 Cm; - Regular C12/15 Concrete Footing For Edging; - Concrete Edging, Dimensions 20X6 Cm, With Joints Filled With Cement Mortar; - Re-Paving Of Sidewalk Surfaces With Concrete Cubes, Filling The Joints With Sand And Adding Cement-Sand Ballast. Other Requirements/Information Regarding The Subject Of The Order: 1 ) The Ordering Party Requires The Contractor To Carry Out Works Under The Supervision Of A Construction Works Manager Who Has Construction Qualifications To Manage Construction Works In The Field Of Road Construction Within The Meaning Of The Act Of July 7, 1994. Construction Law (Journal Of Laws 2023.682, I.E. ) Or Corresponding Equivalent Authorizations In This Specialty, Which Were Issued On The Basis Of Previously Applicable Regulations - In Accordance With The Polish Construction Law, Or Corresponding Authorizations Issued To Citizens Of Countries Of The European Economic Area And The Swiss Confederation, In Accordance With Art. . 12A And Other Provisions Of The Construction Law Act (Journal Of Laws 2023.682, Consolidated Text) And The Act Of December 22, 2015 On The Principles Of Recognizing Professional Qualifications Acquired In The Member States Of The European Union (Journal Of Laws 2023.334, Consolidated Text) And Article 20A Of The Act Of December 15, 2000 On Professional Self-Government Of Architects And Construction Engineers (Journal Of Laws 2023.551, Consolidated Text) Note: The Ordering Party Requires That A Construction Works Manager With Construction Qualifications To Manage Construction Works In The Road Specialty Is Employed In The Implementation Of The Above-Mentioned. Investment Throughout The Entire Investment Period. The Contractor Is Obliged To Provide The Personal Data Of The Works Manager And The Authorization Number And Attach A Photocopy Of The Decision On Granting Construction Authorizations And A Certificate Of Membership In The Professional Self-Government Chamber.2) The Order Must Be Performed In Accordance With The Technical Specification For The Execution And Acceptance Of Works, According To The Bill Of Quantities And In Accordance With All Standards Legal And Technical Regulations Applicable In Construction, With Due Diligence And In Accordance With The Best Professional Knowledge. All Materials Must Have: - A Safety Sign Certificate Showing That Compliance With The Criteria Of Relevant Regulations And Technical Documents Has Been Ensured. - Declaration Of Conformity Or Certificate Of Compliance With: Polish Standard Or Technical Approval In The Case Of Products For Which No Polish Standard Has Been Established, If They Are Not Covered By Certification.3) It Is Recommended That The Contractor Undergoes An On-Site Visit.4) Materials, I.E. Construction Rubble, Prefabricated Elements, Concrete Elements, Etc. Will Be At The Disposal Of The Ordering Party. The Materials Should Be Transported And Stored At The Storage Place Indicated By The Ordering Party, I.E.: Storage Yard At Ul. Mickiewicza 27 In Ryglice. 5) The Detailed Material Scope Of The Subject Of The Order And The Method Of Execution Are Specified In The Annexes, I.E.: Technical Specification For The Execution And Acceptance Of Works, A Map With The Marked Scope Of Work, As Well As In The Contract Template And, Additionally, In The Bill Of Quantities.