Tenders Are Invited For Construction Of Two Water Retention Tanks In The Suw In Turzy-Górno in Poland

Work Detail

I. The Scope Of The Subject Of The Contract Includes The Construction Of Two Water Retention Reservoirs In The Suw In Turzy-Górno Together With The Pipelines Between The Specifics And The Accompanying Infrastructure On Some Plots Of Land With Registration Number 2341/2 And 2342/2 Located In Górno. Reinforced Concrete Tanks With A Circular, Single-Chamber 900 M3 Each Located In Turzy-Górno. Each Tank With An Inner Height Of 6.45 M, Inner Diameter Of 14.56 M, Outer Diameter 15.16 M. Ground Tanks Partly Covered With Soil. Due To The Location Of The Tanks, The Structure Should Be Made: The Water Supply Network, The Enema Power Installation Along With The Lighting, The Earth Water Supply Installation And The Drain And Overflow Pipeline From The Tank. Water Pipes Are A Job At A Depth Of About 1.60 M. On The Water Supply Sections Made Before Filling, Arrange The Location And Warning Tape With A Metal Insert At A Depth Of 40 Cm From The Level Of The Terrain. Make All Distances From Other Facilities Located On The Route In Accordance With Applicable Guidelines And Standards. The Technology And Materials Used To Build A Water Supply Network Should Meet The Requirements Of The National Hygiene Department And Have The Necessary Technical Approvals, Certificates And Certificates Allowing To Send Drinking Water. The Materials Used Should Also Meet The Requirements. The Water Supply Network And Enema Water Supply Installations Should Be Made Of Pe 100 Rc Sdr17 Pn10 Pipes And Permissible Operating Pressure Up To 1.0 Mpa With A Diameter Of Dn110 Mm, Dn200 Mm, Dn315 Mm, Dn400 Mm. Make Triggers And Overflow Pipelines From Pe 100 Rc Sdr17 Pn10 Pipes With A Diameter Of Dn200 Mm From Retention Tanks. Lightning Pipelines To The Existing Sewage System Occurring On The Investment Site. At The Place Of Switching On The Existing Network, The Dn400 Plastic Wells Should Be Made. Make A Shuttle Shut On The Drain Line. Mount Monitoring And Acpia Compatible With Existing Monitoring Located At The Water Treatment Plant. The Monitoring Should Be Connected:- Opening/Closing Alarm On Water Tanks,- A Hydrostatic Probe Monitoring The Water Level In Tanks. The Earthworks Should Be Performed According To Pn-B-10736, And The Depth Of Conducting The Pipeline Should Be In Line With Pn-B-10725 And With The Drawing Part. All Underground Pipes Encountered On The Route Of The Excavation, Running Perpendicularly Or In Parallel With The Excavation, Should Be Protected Against Damage, And If Necessary, Suspend In Such A Way As To Ensure Their Operation. Excavations Should Be Secured By Openwork Defect Min. 25 % Or Perform With A Dump. In The Case Of Pouring Excavations By Groundwater, A Cavity Should Be Made Next To It, From Where The Flowing Water Should Be Pumped Successively. Mark All Excavations And Protect Against Access By Bystanders. After Making The Excavation From Its Dna, Remove Any Stones, Lumps And Rumosz, The Bottom Should Be Aligned. Earthworks Conduct Carefully Without Leaving The

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