Tenders Are Invited For Construction Of A Water Supply Network In The Kowala Commune - A Task Divided Into Two Parts

Part 1 - Construction Of A Water Supply Network In The Town Of Romanów. Pursuant To The Act On Real Estate Management, The Planned Water Supply Network Is A Public Purpose Investment Of Local Importance And Is Consistent With The Provisions Of The Study Of Conditions And Directions Of Spatial Development Of The Kowala Commune. The Planned Investment Will Not Cause Any Changes In The Landscape Due To The Existing Terrain. The Designed Water Pipeline Is An Extension Of The Existing Infrastructure. Pursuant To The Regulation Of The Minister Of Transport, Construction And Economy Of April 25, 2012 On Geotechnical Conditions For The Foundation Of Buildings, Journal Of Laws Laws Of April 27, 2012, Item 463, The Investment Area Is Included In The Second Geotechnical Category. The Investment Is Located Entirely Outside The Areas Affected By Mining Operations. There Are No Facilities Under Legal Protection Located Within The Investment Area Under Applicable Law. The Investment Area Is Not Under Conservation Protection. The Investment Is Located Outside Protected Areas, Distinguished In Accordance With Art. 6 Section 1 Of The Act Of April 16, 2004 On Nature Conservation (Consolidated Text: Journal Of Laws Of 2024, Item 1478, 1940, Of 2025, Item 884). The Investments Impact Area Is Located Entirely On The Plots On Which It Was Designed. The Designed Water Pipeline Will Not Have A Negative Impact On The Environment And Is Consistent With The Target Development Method Of The Area. The Elements Visible On The Surface Of The Area Will Be The Tops Of Manholes For Gate Valves And Above-Ground Fire Hydrants. The Designed Water Pipeline With A Length Of L = 403.00 M, Made Of Pe-100 Pn 10 Sdr 17 Pipes With A Diameter Of Dn/Od 160 Mm, Covering The Section W1 - W4/Hp3, Is An Extension Of The Existing Municipal Water Supply And Will Be Located Along The Road Right-Of-Way Of Ul. Piachy Commune Kowala On Plots With Registration Numbers 243, 244, 245, 247, 248, 251, 2640, 2641. Connection To The Existing Water Supply, In Front Of The Fire Hydrant. (Node ​​W1) Should Be Made Using A Cast Iron Flange Tee T 150/150/150. On The Branch Of The Tee, A Soft-Sealing Flanged Wedge Gate Valve With A Smooth And Free Passage Dn 150 Mm With A Casing And A Street Box And A Q 150/90O Flanged Elbow Were Designed. At The Connection Of The Designed Water Pipeline With The Elbow, Install A Flange With A Pe Welding Stub Dn 150 Mm. The Cast Iron Reinforcement Of The Water Pipeline Should Be Secured With A Stop Block Made In Accordance With The Pipe Manufacturers Installation Instructions B-81/9192-05. Install A Support Block Under The Reinforcement And Shut-Off Fittings. Mark Out The Route Of The Designed Water Supply Line According To The Situation And Elevation Plan - Drawing No. Pb-Is-W-01. 11 Terminate The Water Supply At The W4/Hp3 Node, Plugged With A Cast Iron Flange Reducing Tee T 150/80/150. A Soft-Sealing Flanged Wedge Gate Valve With A Smooth And Free Passage Dn 150 Mm With A Casing