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The Subject Of The Order Is The Execution Of Construction Works As Part Of The Task Entitled: Renovation Of Water Facilities And Accompanying Infrastructure To Reduce The Effects Of Drought. Plot Identifiers Cadastral:080301_2.0002.130080301_2.0002.131080301_2.0002.20080301_2.0006.219/2080301_2.0006.78/1 080301_2.0006.78/2 As Part Of The Task, You Should Perform Between Among Others: The Scope Of The Investment Concerns The Renovation In Stary Dworek: - A Culvert With A Dn500 Pipeline Section, Concrete With L = 31 M To The Second Inspection Well On A Paved Road, - A Section Of A Ditch From The Culvert To The Reservoir And 50 M Above, Counting From The Border Of Plot No. 20, - The Existing Reservoir Area With An Area Of 3642 M2, - A Culvert With A Pipeline Section To The First Inspection Well On A Paved Road On The Plots Nos. 130, 131 And 20, - Culvert With A Section Of The Dn500 Pipeline With L = 31 M (From The Inlet To The Culvert To The Second Inspection Well, Located On A Paved Road), - Wuko Cleaning Of The Rural Rainwater Sewage Section, Which Is Made Of A Dn500 Concrete Pipe, 31 M Long, Silted Up By 50%, With Flushing Of The Sediment Into The Ditch. - Inlet To The Culvert With A Grate - Cleaning Of The Inlet To The Culvert Dn500, Concrete Pipe, Steel Grate With Guides By Renovation Of Steel Elements And The Abutment Of The Culvert, - Drainage Ditch On A Section Of 327 M Long: • Cutting Down Shrubs From The Slopes Of The Ditch, • Profiling The Slopes And The Bottom Of The Ditch To A Slope Of 1;1 With The Creation Of A Ditch Bed With A Bottom Width: B = 0.6 M, The Edges Of The Bottom Reinforced With Fascine With A Diameter Of 20 Cm, Nailed With Pins With A Diameter Of 5-7 Cm And A Length Of 1.5 M Every 1.5 M, Removal Of Excess Excavated Material From Profiling The Bottom And Slopes To The Reservoir Area, • Strengthening The Section Of The Ditch In Front Of The Inlet To The Culvert With A Stone In C20 Concrete, 25 Cm Thick, Over A Length Of 5.0 M (Bottom And Slopes To A Height Of H = 1.0 M) With Support With A Palisade Of Wooden Pins With A Diameter Of 10 Cm And A Length Of 1.5 M In The Bottom And Slopes Of The Ditch, • Stabilization Of The Bottom Of The Ditch At Km 2+00 And At Km 2+50 With A Palisade Of Wooden Pins With A Diameter Of 10 Cm And A Length Of 1.5 M Across The Width Of The Bottom And Slopes Up To The Height Of H = 1.0 M Of The Ditch, • Removal Of The Uncontrolled Embankment On Ditch Slopes, Transport To The Area, • The Reservoir And Building It Into The Unevenness Of The Reservoir Slopes, - Reservoir Area: • Cutting Down Shrubs With Recycling On An Area Of 1100 M2, • Removing The Remaining Branches With Recycling, • Building Up The Unevenness From The Side Of The Dirt Road, • Profiling And Strengthening The Bottom Of The Tributary Ditch With A Fascine Pipe, • Desilting The Pond In The Central Part Of The Reservoir. The Scope Of The Investment Concerns The Renovation Of Osiecko: - A Section Of The Pipeline Running From The Emergency
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