Tenders Are Invited For Engineering (Design, Construction And Authors Supervision) Of A Site: Reconstruction Of Water Pipes In Byala Palanka Village, Tvarditsa Municipality

The Scope Of The Public Procurement Includes: Design - Preparation Of An Investment Project In The Technical Design Phase;Carrying Out Construction And Assembly Works For The Realization Of The Construction Of The Site According To The Approved Investment Project;Exercise Authors Supervision During The Construction Of The Object. ​​​​​​​The Street Water Mains Planned For Reconstruction Are On The Territory Of The Village Of Byala Palanka, Tvarditsa Municipality, Replacing Problem Sections, For Which Large Losses Of Water And Pressure, Frequent Accidents And Shortage Of Water To Consumers Have Been Found.The Total Approximate Length Of The Water Pipeline For Reconstruction Is 7,950 M, With The Intended Pipes Being For Pn10 Pressure And Distributed Approximately By Diameter As Follows: F90 – 6,040 M.; F110 – 369 M.F125 – 137 M;F140 – 548 M;F160 – 606 M;F180 – 250 M.There Is A Reconstructed Section Of The Water Supply Network In The Village Of Byala Palanka, Tvarditsa Municipality - Branch 1 With Pehd Dn90 Pn10 Pipes And A Length Of 143 Meters After The Water Intake With The Adjacent Building Water Diversions And A Part Of Main Branch I Completed After It With Pehd Dn180 Pn10 Pipes And A Length Of 35 Meters. These Sections Are Not Listed In The Reconstruction Table. The Client Has Indicated The Diameters Of The Sections Of The Reconstructed Water Pipe, Which The Contractor Must Comply With.The Public Contract Also Includes The Implementation Of All Facilities And Fittings, Implementation Of The Svo To All Built-Up Properties Up To The Property Boundary, Installation Of New Above-Ground Ph With Sc, Which Are Necessary For The Normal Functioning Of The Reconstructed Water Supply Network And Are In Accordance With The Current Regulations In This Area. If It Is Technically Possible To Provide Water Meter Shafts On The Building Water Supply Diversions Before The Property Boundary, Without A Tsk Between The Shaft And The Electrowelded Water Catch Bracket. To Provide For Disconnection Of The Old Water Supply Network, For Each Separate Stage Of Construction Of The Water Supply Network. ​​​​​​​