Tenders Are Invited For Walrf Trail - A Tourist Product Of The Picturesque East Municipalities Revitalization Of Part Of The Manor Complex In Kopyłów

The Subject Of The Order Is The Implementation Of The Investment Titled: Walrf Trail - A Tourist Product Of The Picturesque East Municipalities Revitalization Of Part Of The Manor Complex In Kopyłów. The Subject Of The Order Is: Execution Of Construction Works And Other Works Described In The Technical Documentation (Annex No. 8 To The Swz): Walrf Trail - Tourist Product Of The Picturesque East Municipalities Revitalization Of Part Of The Manor Complex In Kopyłów. Investment Task: Revitalization Of Part Of The Manor Complex In Kopyłów, Horodło Commune - Stage Ii, Entered Into The Register Of Monuments Of The Lublin Voivodeship By The Decision Of The Provincial Conservator Of Monuments In Zamość On January 20, 1983, Reference Number: Kl.534/1/83. The Investment Includes: 1) Construction Of Pond No. 3 With The Following Parameters: A) Pond Area Total - 0.8973 Ha;B) Water Surface Area At The Npn - 207.00 M Above Sea Level - 0.7170 Ha;C) Pond Bottom Area - 0.5446 Ha;D) Volume Of Water Retained In The Pond - 10,408 M3;E) Filling Depth At The Npn (Average 1.45 M) - 1.90-1.40 M;F) Width Of The Dike Crown From The Ditch Side - 3.0 M;G) Elevation Of The Pond Bottom - 205.10-205.50 M Above Sea Level;H) Elevation Of The Dike Crown From The Ditch Side - 207.80-210.00 M Above Sea Level;I) Slope Of The Dike Slopes From The Ditch Side - 1 : 2;J) Length Of The Pond Shoreline - 690 M;K) Dike On The Side Of The Ditch At Km 0+000-0+340 - 340 M;L) High Bank (Terrain) And Dyke Between The Ponds Km 0+000-0+350 - 350 M;M) Drainage Ditch Length - 350 M;N) Width Of The Ditch Bottom - 0.80 M;O) Slope Of The Ditch Slopes (Dike/Terrain) - 1:2 / 1:1.5;P) Slope Of The Ditch Bottom - 8.6 ‰;Q) Length Of The Walking And Cycling Path, Width: 3.0 M - 305 M;R) Length Of The Pedestrian Walkway, Width: 1.2 M On The Crown Of The Dike - 355 M.2) Execution Of Building No. 1. - Damming And Discharge Basin 60 Cm, H = 3.00 M. L = 12.0 M, Inlet 205.10 M, Outlet 205.00 M Above Sea Level, Reinforcement Of The Monk Inlet With 23 Cm Thick Geotextile Mattresses.3) Execution Building No 2. - Reconstruction Of The Culvert On The Municipal Road - Culvert O 140 Cm, L = 10.0 M, Road Abutments, Inlet 205.00/204.80, Out 204.60/204.80 M Above Sea Level. Protection Of The Bottom And Slopes Of The Ditch Below The Culvert Outlet With 30 Cm Thick Mesh And Stone Mattresses (Bottom). And 23 Cm (Slopes), On 300 G/Cm2 Geotextile And 10 Cm Thick Sand Bed, Finished With A Palisade Of 10 Cm Wooden Pegs, L = 1.50 M. Protection Of The Bottom And Slopes From The Culvert Inlet: Mesh And Stone Mattresses, 23 Cm Thick (Slope). 10 M Long, 0.8 M Wide And 30 Cm Thick (Bottom) And 10 M Long, 4.0 M Wide, 23 Cm Thick - (Slope). 4) Construction Of Building No. 3. - Wooden Bridge 9.0 M X 4.0 M.6) Construction Of Building No. 5 - Wooden Gazebo Next To The Parking Lot.7) Construction Of A Parking Lot For Passenger Cars - 1 Piece, I.E. 12.5 M X 15.0 M (For 10 Cars) Made Of Mechanically Stabilized Mineral Aggregate With A Granite E