Tenders Are Invited For Construction Work For Water And Sewage Pipelines - Building A Backup Power Supply Of S. Kralevo, General. Targovishte, From The Water Supply System, Power Targovishte From Ticha Dam

Construction Work For Water And Sewage Pipelines - Building A Backup Power Supply Of S. Kralevo, General. Targovishte, From The Water Supply System, Power Targovishte From Ticha Dam. 1. Description Of The Existing Situation: The Village Of Kralevo Is Powered By Water From Several Local Braids Of Water Sources. For Two Of Them - Drainage Bps 1 And Drainage Bps 2 Has A Redesigned Permit For Water Use № 2151 0328/20.08.201, With An Average 24 -Clock Flow Rate Of 0.8 L/C Or 25,500 Cubic Meters Permitted Annual Water Volume. For Captation Balka Alt, Cajika Capture, Kilika Capture, According To Permit No. 0731/29.12.2001. The Maximum Operating Flow Rate Of The Three Captation Is Below 0.1 L/S. Capture Dry Dere, Career Capture, Eshek Punar Capture Are Suggested For Preservation Due To The Highly Reduced Flow Rate And The Inability To Operate. During The Summer And Autumn Season There Is A Shortage Of Water, Which Leads To A Water Regime In The Village. This Requires The Need For Backup Power. The Water From The Captures Is Entered In A Pressure Reservoir With A Volume Of 180 Cubic Meters, From Where In The Internal Water Supply Network Of The Village. 2. The Scope Of The Contract: According To Article 137, Paragraph 1, Item 2, Letter B Of The Spatial Planning Act And Article 4, Paragraph 2, Item 2 Of Ordinance 1/2003 For The Nomenclature Of The Types Of Construction Works And The Issued Permit № Rs-163/ 02.09. 2024, Construction Is A Second Category. 3. Processed Activities: According To The Constitutional Court, The New Water Supply System Starts From A Newly Designed Shaft, Which Will Be Built On The Existing Water Supply Supply Supply From Targovishte From Ticha Dam. The Connection Of The New Water Supply To The Existing Will Be Done By Incision. After The Deviation, Sc (Shut -Off) Is Provided. The New Water Supply Is Perpendicular To The New Shaft. The New Water Supply Will Be Made Of Pehd Type 100, Dn 110, Pn 10 Bag. And Has A Length Of 1707.07 M. The Connection Of The Individual Pipes Is Intended To Be Filled At The Front Welding. It Is Inadmissible To Put Quick Connections Along The Route. The Design Water Supply Is Provided At A Depth, Providing A 1.50 M Coating Above A Theme Pipe. On The New Water Supply, It Is Envisaged To Install A Detector Band Above A Topic Pipe And A Signal Bar For 50 Cm Below The Level Of The Terrain. From The Water Intake Shaft To The Node Vtz The Water Supply System Is Descending. A Low -Run Shaft Is Provided At The Vtz Knot. The Outlet From The Mine Outflow Is Taken To The Dere, Where It Is Discharged Through A New Concrete Discharge. The Drain Pipe Is Intended To Be Made Of Steel Pipe 57X3.5. At The Beginning Of The Outlet Pipe A Sc (Shuttle Crane) Is Provided. The Drain Pipe Is Downward Slope And Is 29.19M Long. From The Vt3 Node (Shaft Outline) To The Node T 58 The Water Supply Is Provided With An Ascending Slope. The T58 Node Provides A Shaft Of Aircraft. From The Node T 58 (The Shaft Of The Air Junk) To The End Of The Water Supply Node Vt 2 (An Existing Chairman Of Ps Kralevo 2) The Water Supply System Has A Descending Slope.

7,79,166 - BGN

FileName	File Description
Global Tender Document	Tender Notice