Tenders Are Invited For Construction Of Public Recreational Areas In Płusy

1. The Subject Of The Contract Is The Construction Of A Public Recreational Area In The Town Of Płusy In The Scope Of: - Reconstruction Of The Water Reservoir; - Construction Of A Pumptrack Recreational Track With An Asphalt Surface; - Recreational Track - A Flat Section With An Aggregate Surface; - Zip Line; - Tennis Court - Playground; - Execution Of Park Lighting. Characteristic Parameters Of Buildings: 1) Water Reservoira) Technical Parameters Of The Water Reservoir: • Reservoir Area - 0.1664 Ha; • Reservoir Capacity - 1,581.00 M3; • Average Reservoir Depth - 1.00 M; • Reservoir Length - 52 M ;• Width Of The Reservoir - 32 M; • Surface Of The Water Table - 1,664.00 M2; B) Formation Of The Reservoir: • Bowls Of The Reservoir Should Be Formed In The Process Of Reducing The Surface Of The Reservoir; • The Bottom Of The Reservoir Should Be Cleared Of Bushes And Bushes, Along With The Removal Of The Upper Soil With A Thickness Of ~ 20-30 Cm; • A Significant Part Of The Reservoir Will Be Backfilled With At Least Medium Sand, With A Grain Size Index Of Cu ≥ 5; • The Slopes Of The Reservoir Should Be Sown With Grass On The Vegetation Layer Made Of Organic Soil, And Until The Vegetation Takes Root, Strengthening Them With The Use Of Geotextile, Biotextile Or Biodegradable Mats; • Inclination Of Slopes: Upstream Part 1:1, Air Side 1:2; • On The Edge Of The Slope Shelf, A Fascine Pocket Should Be Made, Approx. 15 Cm High; C) Culvert: • Reconstruction Of The Existing A Concrete Culvert With A Length Of ~ 42.5 M And A Diameter Of Dn400 Mm Under A Municipal Road In The Scope Of Its Extension With A Heavy-Duty Corrugated Pp Pipe Sn8 Dn500 Mm At A Length Of ~ 14.2 M; • Clean, Clear And Restore The Existing Culvert; • Ditch At The Municipal Road Supplying Water To The Culvert In Question Should Be Cleaned And Desilted; • A New Culvert Should Be Made Of Corrugated Pp Pipes, Heavy Type Sn8, With An Internal Diameter Of Fi 500 Mm, Whose Flange With A Larger Internal Diameter Than The Culvert Itself Allows The Culvert To Be Put On Existing Concrete Pipes ;• At The End Of The Culvert Pipe, A Prefabricated End Check Valve Should Be Installed, Made Of Pe-Hd, With Nominal Dimensions: Dn 500 Mm, L = 350 Mm, H = 640 Mm, B = 620 Mm. The Angle Of Inclination Of The Hatch Is 30O; • Casing Of The Outlet Of The Culvert Pipe Should Be Made Of Pebbles Laid On Cement Mortar, The Base Of The Outlet Should Be Made Of A Concrete Strip Footing, Dim. Made Of Concrete Class C16/20 W.2) Pumptrack Type Track: A) Technical Parameters Of The Pumptrack Type Track: • Total Area - 805.00 M2; • Base Track Width - 2.50 M; • Total (External) Length - 71, 60 M; • Total (External) Width - 22.00 M; B) Track Construction: • Wearing Course, Thickness. 7 Cm - Mineral-Asphalt Mass, Made In The Hot Technology, • Foundation Thickness. 15 Cm - Broken Aggregate, Fraction 0/31.5 Mm, • Earth Embankment Compacted To Is=1.0 - Variable Embankment Height, • Layer Of Reinforced Substrate, Backfill Made Of Natural Aggregate: Medium Or Coarse Sand, Required Compaction Index Is>0.99 (E2>50 Mpa), Grain Size Index Cu>5; Polyester Geotextile, • Subsoil, Surface Compacted To Is>0.993) Recreational Track, Flat Section: A) Technical Parameters Of The Flat Track: • Total Area - 354.00 M2; • Basic Width Of The Track - 2.50 M; • Total Length (External ) - 70.60 M; • Total (External) Width - 40.30 M; B) Track Construction: • Gravel Surface, Thickness. 8 Cm - Grit Of 4/8 Mm Fraction, • Foundation Thickness. 20 Cm - Crushed Aggregate, Fraction 0/31.5 Mm, • Draining Layer, Thickness. 15 Cm - Sand Of 0/2 Mm Fraction, • Filtering And Separation Geotextile, • Subsoil, Surface Compacted To Is > 0.99; • Frame Of A Flat Track Made Of Concrete Edges With Dimensions 30X8 Cm, On A Concrete Footing With Resistance, With Joints Filled With Cement Mortar. Concrete Footing For The Edging With Resistance, Concrete Class C12/15.4) Tyrolean:A) Technical Parameters Of The Zipline: • Usable Length (Cable Length) - 50.00 M; • Total Length (External) - 52.88 M; • Total Width (External) - 4.61 M; • Total Area - 243.78 M2; • Dimensions Of The Device - 52.00X3.80X2.70 M (Lxwxh); • Security Zone - 53.10X3.80 M (Lxw); • Maximum Fall Height - 1.00 M; • Size Differences Not Greater Than +/- 5% Are Allowed5) Tennis Court: A) Variable Tennis Court Parameters: • Net Length - 23.77 M; • Net Width - 10 .97 M; • Net Area - 260.76 M2; • Total (External) Length - 34.77 M; • Total (External) Width - 17.07 M; • Total Area - 593.52 M2; B) Technical Parameters Tennis Court - Synthetic Grass: • Drainage Layer Of Sand, 0/2 Mm Fraction, 15 Cm Thick After Compaction, Made And Mechanically Compacted. • Construction Layer Made Of Broken Aggregate (Crushed Stone), 0/31.5 Mm Fraction, 15 Cm Thick After Compaction 20 Cm, Made And Mechanically Compacted. • Wedging Layer Made Of Fine Aggregate Of 0/4 Mm Fraction, 5 Cm Thick After Compaction, Made And Mechanically Compacted. • Filtering And Separation Geotextile Should Be Laid Under The Drainage Layer. 30X8 Cm On A Concrete Footing With Resistance, With Joints Filled With Cement Mortar, Concrete Footing For The Edging With Resistance, C12/15 Class Concrete; Made Of Synthetic Grass;D) Tennis Court Equipment: • Tennis Posts Made Of An Oval Aluminum Profile, Fixed In Sleeves Embedded In The Court Floor, Posts Equipped With A Tensioning Device Placed Inside Using A Trapezoidal Screw And A Catch Ring, Hooks Placed On The Opposite Post ;• Mounting Sleeve For The Aluminum Post Made Of Steel Pipe, Protected Against Corrosion By Hot-Dip Galvanizing, Cover Covering The Oval Sleeve Of The Aluminum Post Made Of Steel;• White Polyethylene Tennis Net;• Foundation For Posts Made Of C12/15 Concrete, With Hot-Dip Galvanized Steel Sleeves E) Barrier Netting Devices: • Barrier Post Made Of Galvanized Steel Pipe, Powder Painted, Ball Stop Support Made Of Galvanized Steel Pipe, Powder Painted; • Foundation For Posts Made Of Concrete Class C16/20, Dim. 90X90x100 Cm; • Netting Nets Made Of Polypropylene Mesh (Color To Be Agreed With The Investor); 6) Playground: A) Technical Parameters Of The Playground: • Total (External) Length - 15.45 M; • Total (External) Width - 10.50 M; • Total Area - 162.23 M2; B) Basic Equipment: • Fitness Hexagon; • Dragonfly Swing On A Metal Base; • Double Swing - A Low Double Swing With A Structure Made Of Steel Protected Against Adverse Weather Conditions; • Platform Disc Carousel With Seats And A Centrally Placed Handle Enabling The Carousel To Move; • Small Pyramid Rope; • Rocker Car;• 4-Seat, Metal, Hot-Dip Galvanized And Powder-Coated Bicycle Stand;• Fixed Bench With Metal Structure, Wooden Seat And Backrest;• Metal Litter Bin;C) Synthetic Playground Surface - Rectangular Slabs Made Of Sbr Granulate Bonded With Polyurethane, Intended For Playground Surfaces; 6 Cm On A Cement-Sand Bedding; • A Drainage Layer Of Sand, 15 Cm Thick After Compaction, Mechanically Compacted; • Concrete Edgings, Dim. 30X8 Cm On A Concrete Footing, With Filling The Joints With Cement Mortar. • Concrete Footing For The Edging With A Resistance, Concrete Of C12/15 Class. The Plantings Include The Following Plant Species: A) Norway Maple Princeton Gold; B) Cherry Cherry Kanzan; C) Catalpa Bignonia Nana; D) Norway Maple Royal Red; E) Krzewuszka Miraculous Pink Princes ;F) Japanese Viburnum Mariesli;G) Diabolo;H) Swedish Cotoneaster;8) Lighting Of The Public Recreational Area: A) Construction Of A Low-Voltage Cable Power Line Yaky 5X16mm2;B) Assembly Of Lanterns And Lighting Fixtures; C) Assembly Of The Lighting Control System.9) The Detailed Scope Of Works (Description Of The Subject Of The Order) Was Included In The Technical Documentation And Technical Specifications And Bills Of Quantities Supplementing The Documentation And Constituting Attachments To The Tor. In Calculating The Offer Price, The Contractor Should Take Into Account All The Requirements And Conditions Required For The Proper Performance Of The Subject Of The Contract.2. Equivalent Solutions Are Described In Swz.3. Determining The Requirements For Employing Persons By The Contractor Or Subcontractor On The Basis Of An Employment Relationship Is Described In The Swz And The Draft Contract.4. The Contracting Authority Does Not Anticipate Carrying Out A Site Visit And Verifying By The Contractor The Documents Necessary For The Execution Of The Contract, Available On Site At The Contracting Authority.5. According To Art. 100 Sec. 1 The Employer Requires That The Contractor, During Construction Works, Take Into Account The Accessibility Of The Completed Investment For All Users, Including Disabled People, In Terms Of Entering The Recreational Area, In Particular In Terms Of The Shape Of Thresholds, Curbs And Paving