Tenders Are Invited For Reconstruction And Repair Of Roads In The Commune Of Radomyśl Nad Sanem

1. The Subject Of The Contract Is Reconstruction And Renovation Of Roads In The Radomyśl Nad Sanem Commune, Including: 1) Reconstruction Of The Internal Road Into Plot No. 618, Zalesie Precinct, Antoniów, No. 618, Zalesie Precinct, Antoniów Town3) Renovation Of The Commune Road No. 101303R Dąbrówka Pniowska At Km 0+000 - 0+6534) Reconstruction Of The Internal Road Into Plot No. 1957, 1966, Radomyśl Nad Sanem Precinct5) Renovation Of The Commune Road 101337R Kępa Rzeczycka At Km 0+000 – 0+2496) Renovation Of The Car Park At The Peoples House In Kępa Rzeczycka7) Renovation Of The Internal Road On Plot No. Długa8) Renovation Of The Internal Road On Plot No. 1340, 1206, Rzeczyca Długa Precinct, Musików Town, Hereinafter Referred To As Construction Works. The Scope Of Work Includes:1.1. Reconstruction Of The Internal Road On Plot No. 618, Zalesie Precinct, Antoniów - Reconstruction Of The Route And Height Points In The Plain Area For Linear Earthworks, Including The As-Built Inventory - Execution Of The Foundation Made Of Broken Aggregate, Fr. 0-31.50Mm, Th. 10 Cm (Leveling Layer) - Reinforcement Of The Roadside Made Of Broken Aggregate, Thickness Layers 15Cm; Shoulder Width 75Cm - Asphalt Concrete Pavement, Binding Layer Of Ac16w, Th. 3Cm - Execution Of Asphalt Concrete Pavement, Wearing Course Of Ac11s, Thickness. 4C1.2. Reconstruction Of The Exit From The Provincial Road No. 854 In The Town Of Antoniów To An Internal Road Plot No. Channels Up To 10 Cm (Under Shoulders) - Execution Of The Foundation Made Of Mechanically Stabilized Broken Aggregate, Layer Thickness 10 Cm - Execution Of Strengthening Of The Shoulder Made Of Crushed Aggregate, Layer Thickness 10 Cm, Shoulder Width 0.75 M - Execution Of Asphalt Concrete Pavement, Binding Layer, Thickness Ac16w 4 Cm Layer, Delivery From A Distance Of Up To 5 Km - Asphalt Concrete Pavement, Binding Layer, Ac11s Layer Thickness 4 Cm, Delivery From A Distance Of Up To 5 Km1.3. Renovation Of The Municipal Road No. 101303R Dąbrówka Pniowska At Km 0+000 - 0+653 - Reconstruction Of The Route And Elevation Points In The Plain Area; As-Built Inventory Of Works - Mechanical Construction Of The Roadbed With Profiling And Compaction Of The Substrate In Soils Of Category I-Vi, Depth Of The Channel 5 Cm - Exits - Cleaning Of The Structural Layers Mechanically - Bituminous - Mechanical Sprinkling Of The Structural Layers With Asphalt Emulsion - Execution Of The Foundation Made Of Broken Aggregate, Bottom Layer , Group Layers Of 15 Cm - Exits - Reinforcement Of The Roadside Made Of Broken Aggregate, Thickness Layers 15Cm; Shoulder Width 50Cm - Asphalt Concrete Pavement, Binding Layer Of Ac16w, Th. 3Cm - Execution Of Asphalt Concrete Pavement, Wearing Course Of Ac11s, Thickness. 4Cm - Execution Of Height Adjustment Of The Surface Of Concrete Cobblestone Descents1.4. Reconstruction Of The Internal Road To Plot No. 1957, 1966, Radomyśl Nad Sanem Precinct - Reconstruction Of The Route And Height Points In The Plain Area For Linear Earthworks Along With The As-Built Inventory - Vertical Adjustment Of The Sanitary Sewage Inspection Chambers, Along With The Replacement Of Covers With Cast Iron, Drive-On , Type C250 - Mechanical Execution Of The Channel Along With Profiling And Compaction Of The Substrate In Soils Of Category I-Vi, Depth Troughs 5 Cm, Over The Entire Width Of The Roadway - Cleaning The Structural Layers Mechanically - Bituminous - Sprinkling The Structural Layers With Asphalt Emulsion, Mechanically Bituminous Layers - Execution Of The Foundation (Leveling Layer) Of Broken Aggregate, Top Layer, Layer Thickness 10 Cm, Aggregate Fraction 0-31.5 Mm; Along With Profiling And Compaction - Reinforcement Of The Roadside Of Broken Aggregate, Layer Thickness 15 Cm - Execution Of Asphalt Concrete Pavement, Binding Layer, With Ac16w, Thickness. 4Cm Layers - Asphalt Concrete Pavement, Wearing Course, With Ac11s, Thickness. Layers 4Cm1.5. Renovation Of The Municipal Road No. 101337R Kępa Rzeczycka At Km 0+000 - 0+249 - Reconstruction Of The Route And Elevation Points In The Plain Area; As-Built Inventory Of Works - Cleaning Of Mechanical And Bituminous Structural Layers - Mechanical Sprinkling Of Structural Layers With Asphalt Emulsion - 2 Sprinklings (14 M Of The Existing Surface Before Laying The Binder Layer + 235 M Before Laying The Wearing Course - Reinforcement Of The Roadside With Broken Aggregate, Layer Thickness 15 Cm; Shoulder Width 50Cm - Execution Of The Foundation Made Of Broken Aggregate, Bottom Layer, Thickness 10 - Execution Of The Foundation Made Of Crushed Aggregate, Bottom Layer, Thickness 20 - Execution Of Asphalt Concrete Pavement, Binding Layer Ac16w, Thickness 3Cm - Execution Of Concrete Pavement Asphalt Pavement, Wearing Course Made Of Ac11s, Thickness 4 Cm - Execution Of The Surface Made Of Gray Cobblestones, On A Cement-Sand Bedding, Joints Filled With Sand, Thickness 8 Cm - Setting Of Concrete Curbs 15X30x100cm On A Concrete Footing With A Resistance Made Of Concrete C12/15 - Setting Of Resistors Concrete Footings 15X20x100cm On A Concrete Footing With C12/151.6 Concrete Resistance Renovation Of The Car Park At The Peoples House In Kępa Rzeczycka - Reconstruction Of The Route And Height Points In The Plain Area; As-Built Inventory Of Works - Grubbing Trees With A Diameter Of 10-35 Cm Without Any Difficulties - Grubbing Up The Existing Stumps - Demolition Of The Asphalt Concrete Surface - Demolition Of Concrete Edges With A Diameter Of 8X30cm On A Sand Bedding - Leveling The Foundation With Broken Aggregate, Th. 5 Cm - Execution Of The Foundation Made Of Broken Aggregate, Bottom Layer, Th. 15 Cm - Pavement Made Of Asphalt Concrete, Binder Layer Of Ac16w, Th. 3Cm - Execution Of Asphalt Concrete Pavement, Wearing Course Of Ac11s, Thickness. 4Cm - Execution Of The Surface Of Gray Cobblestones, On Cement-Sand Bedding, Joints Filled With Sand, Thickness. 8 Cm - Execution Of The Surface Of Gray Cobblestones, On Cement-Sand Bedding, Joints Filled With Sand, Th. 8 Cm - Placement Of Concrete Curbs 15X30x100cm On A Concrete Footing With A C12/15 Concrete Base - Placement Of Concrete 15X20x100cm Footings On A Concrete Footing With A C12/15 Concrete Base - Placement Of Concrete Edges 8X30cm On A Cement-Sand Bedding, Joints Filled With Sand - Execution Carpet Lawns With Prior Topsoiling With Garden Peat, Gr. 10Cm1.7. Renovation Of The Internal Road On Plot No. 490, 493/2, 487/3, 487/2, 247, Rzeczyca Długa Precinct - Reconstruction Of The Route And Elevation Points In The Plain Area; As-Built Inventory Of Works - Mechanical Construction Of The Roadbed With Profiling And Compaction Of The Subsoil In Soils Of Category I-Vi, Depth Of The Channel 10 Cm - Mechanical Cleaning Of The Structural Layers - Bituminous - Mechanical Sprinkling Of The Structural Layers With Asphalt Emulsion - Reinforcement Of The Shoulder Made Of Broken Aggregate, Thickness. Layers 15Cm; Shoulder Width 50Cm - Execution Of The Foundation Made Of Broken Aggregate, Bottom Layer, Th. 15 - Execution Of Asphalt Concrete Pavement, Binding Layer Of Ac16w, Th. 3Cm - Execution Of Asphalt Concrete Pavement, Wearing Course Of Ac11s, Thickness. 4Cm1.8. Renovation Of The Internal Road On Plot No. 1340, 1206, Rzeczyca Długa Precinct, Musików Town - Reconstruction Of The Route And Elevation Points In The Plain Area; As-Built Inventory Of Works - Cleaning Of Structural Layers Mechanically - Bituminous - Mechanical Sprinkling Of Structural Layers With Asphalt Emulsion - Implementation Of Roadside Reinforcement Made Of Broken Aggregate, Mechanically Stabilized, Thickness. 15Cm Layer - Execution Of Asphalt Concrete Pavement, Binding Layer Of Ac16w, Th. 3Cm - Execution Of Asphalt Concrete Pavement, Wearing Course Of Ac11s, Thickness. 4Cm - Shearing Of Raised Shoulders, Mechanically Sheared Layer Thickness: 10 Cm.2. Order Completion Date: Up To 90 Days From The Date Of Signing The Contract.3. As Part Of The Performance Of The Subject Of The Contract, It Is Also Necessary To: - Prepare And Secure The Construction Site, Liquidate The Construction Site After The Completion Of The Subject Of The Contract, - Organize Construction Site Facilities, Perform All Cleaning Works, Including Removing Redundant Materials And Waste On An Ongoing Basis, Sorting, Storing And Neutralizing Waste, - Performance Of All Auxiliary And Accompanying Works That Are Necessary For The Proper Execution Of The Works Included In The Bill Of Quantities, Including Works Resulting From The Technical Specification And Design Documentation, - Performance Of All Other Works, Activities, Obligations And Requirements Resulting From The Swz, Technical Specifications, Design Documentation , Bills Of Quantities, As Well As Those Not Included In The Above-Mentioned Documentation, And Resulting From The Specificity Of The Subject Of The Contract, - Supplying The Construction Site With Electricity, Water, Heat And Other Media Necessary For The Performance Of The Contract, Together With Incurring The Costs Of Their Collection For Construction Purposes, In Including The Costs Of Removing Solid And Liquid Waste, - Obtaining Permission To Operate The Installed Devices (Including Udt Acceptance, If Required), - Obtaining All Permits, Decisions And Documents Necessary For The Employer To Use The Facility, - Carrying Out Tests, Checks And Examinations, Obtaining Conditions, Consents And Opinions Necessary To Perform The Works, - Performance Of Other Works And Activities That Were Foreseeable At The Stage Of Preparing The Offer, Resulting From The Construction Law, Polish Standards, Principles Of Knowledge And Construction Art, - Preparation Of The Final Settlement Of The Works, - Execution Of Geodetic Works And Geotechnical, - Preparation Of The As-Built Geodetic Inventory Of The Facility - 2 Copies, - Preparation And Submission Of As-Built Acceptance Documentation - 2 Copies - Preparation And Approval Of Traffic Organization Designs For The Duration Of The Works, Marking Of Works In Accordance With The Approved Traffic Organization Plan For The Duration Of Construction, Maintaining The Markings During The Works, Removing The Elements Of Markings And Traffic Safety Devices After The Works Are Completed.