Tenders Are Invited For Reconstruction Of Dw No. 758 Consisting In The Construction Of A Part Of The Road Intended For Pedestrian Traffic (Pavement) In The Town Of Koprzywnica On The Section From Km 28+235 To Km 29+432 On The Right Side, Section Length 507 M.B.

1. The Subject Of The Contract Is The Performance Of Construction Works Under The Task Entitled: Reconstruction Of Dw No. 758 Consisting In The Construction Of A Part Of The Road Intended For Pedestrian Traffic (Pavement) In The Town Of Koprzywnica On The Section From Km 28+235 To Km 29+432 On The Right Side, Length Section 507 M.B.2. The Scope Of The Contract Includes: - Measurement Works For Linear Earthworks, For A Road Route In Hilly Terrain, Making An As-Built Inventory; - Demolition And Relocation Of The Existing Prefabricated Concrete Paving On A Cement-Sand Bedding On Existing Exits; - Demolition Of The Existing Concrete Curb On Exits; - Demolition And Relocation Of The Existing Vertical Markings; - Excavations Mechanically In The Ground Category Iii With The Transport Of Spoil Outside The Construction Site At A Distance Of Up To 5 Km (Removal Of The Topsoil Layer 10 Cm Thick); Moving The Material To The Embankment And Transporting The Excess Material Off The Construction Site; - Forming And Compacting Embankments Up To 3.0 M High With Material From The Excavation; - Vertical Adjustment Of Underground Devices - Height Adjustment Of Manholes For Inspection Chambers Of The Sanitary Sewage System; - Profiling And Compacting The Subsoil For Surface Construction Layers And Performed Manually In The Soil Of Category Ii-Iv; - Execution Of The Auxiliary Foundation Made Of A Mixture Bound With Cement With A Strength Of , Class Rc=3/4Mpa, With Delivery By Cars, Maintenance Of The Foundation By Sprinkling Sand And Pouring Water, Layer Thickness After Compaction 15 Cm (Pavement) ;- Execution Of The Foundation Made Of A Mixture Of Unbound Crushed Aggregate, Mechanically Stabilized C90/3 (0-31.5) - Layer 15 Cm Thick After Compaction (Pavement); C12/15 (The Amount Of Concrete Per 1 Meter Of Footing Is 0.075 M3); - Placement Of Concrete Resistors Embedded At The End Of The Descents, Dimensions 12X25x100, Placed On A Concrete Footing With A Resistance Made Of Concrete C12/15 (The Amount Of Concrete Per 1 Meter Of Footing Is 0.0675 M3);- Setting Of Concrete Edges With Dimensions Of 6X20x100 Set On A Concrete Footing With Resistance Made Of C12/15 Concrete (The Amount Of Concrete Per 1 Meter Of Footing Is 0.056M3), Joints Filled Cement Mortar; - Surfaces Made Of Concrete Paving Stones, 8 Cm Thick, On A Cement-Sand Bedding, Thickness 5 Cm, Gray Cubes (Pavement And Exits) - Double T Cubes (Behaton Type) With Filling The Joints With A Cement-Sand Mixture ;- Cold Milling Of Asphalt Pavement Using A Milling Machine, Average Milling Depth 5 Cm. - Transportation Of The Material To The Square Of The Road Circuit In Staszów. The Part To Be Left On The Construction Site To Supplement The Shoulders; - Laying A Profiling Layer Made Of Asphalt Concrete Ac 16W; - Binding Layer Made Of Asphalt Concrete Ac 16W, Layer Thickness After Compaction 5 Cm - Traffic Category Kr3; - Wearing Layer Made Of Asphalt Concrete Ac11s, Layer Thickness After Compaction 4.0 Cm. - Traffic Category Kr3 (Main Roadway And Intersection); - Reinforcement Of Slopes With Openwork Slabs 60X40x10 Cm On A Cement-Sand Bedding, Th. 10 Cm; - Topsoiling Of Slopes Within The Sidewalk On The Gr. 10 Cm; - Supplementing The Roadsides With Surface Milling Material 1.5 M Wide, Gr. Average 10Cm. With Compaction; 3. The Order Will Be Implemented On The Basis Of The Description Of The Subject Of The Order, In Accordance With The Bill Of Quantities, The Offer Cost Estimate, Detailed Technical Specifications And The Material And Financial Schedule. These Documents Are An Integral Part Of The Contract.