The Subject Of This Public Notice Is Construction Works For The Major Repair Of The Water Supply And Building Diversions Along Vtora Street In The Village Of Bojan. According To Rs No. 40/ 28.10.2022, Construction Is The Third Category Under Art. 137, Para. 1, Item 3, Letter G Of Zut And Art. 7 Of Ordinance No. 1 (Sg, No. 72/03) On The Nomenclature For Construction Types. The Existing Water Supply Along The Street Is Made Of Ac F60 Pipes. A Connection To The Existing Water Main At The Intersection Of 2Nd And 7Th Streets Is Planned. The Total Length Of The Reconstructed Section Of The Water Pipe Along The Street Is L=125.00 M. And Will Be Made Of Pevp Pipes F90. Along Its Route, They Will Perform 10 Pcs. Svo Of Which 5 Pcs. Short /Length 5.0 M./ And 5 Pcs. Long /Length 7.0 M./. 2 Units Will Be Installed Along The Route Of The Water Pipeline. Above-Ground Ph – One At The Beginning Of The Section And One At The End Of The Section. The Station At The End Of The Section Should Be Placed As Close As Possible To 1St Street. During Construction, The Excavated Earth Will Be Dumped On A Dump And Then The Trenches Will Be Filled With It. In The Connection Area Of The Reconstructed Water Supply System With The Existing Street Water Supply System On 7Th Street, An Additional 10 M Of Pipes Were Laid /On The Side Of The Reconstructed Water Supply System/ With The Corresponding Smr. The Goal Is Not To Dig Up The Newly Laid Asphalt On 2Nd Street During The Reconstruction Of The Water Pipeline On 7Th Street. The Street On Which The Water Pipe Will Be Built Is Planned To Demolish The Existing Asphalt And Crushed Stone Pavement And Take It To A Construction Waste Depot. The Water Main Is Then Excavated And The Excavated Earth Piled Up Next To The Trench, The Pipes And Equipment Are Installed And The Trenches Are Backfilled And Compacted. After That, The Road Base Is Made And The Street Is Asphalted. The Object Under Consideration Is A Secondary Street With Local Traffic. The Street Is 4.80 M To 6.00 M Wide, Bounded By Road Curbs - On Both Sides. The Street Has A Highly Amortized Asphalt Pavement, With Numerous Cracks And Surface Damage, Including From The Large Number Of Accidents Repaired Along The Amortized Asbestos-Cement Water Pipes. Sections With Impaired Load-Bearing Capacity Have Been Partially Found, Which Need Local Repairs. The Implementation Of The Cmp Activities To Replace The Existing Depreciated Eternite Water Mains, Including The Adjacent Svo, Will Further Destroy The Existing Asphalt Pavement Along A Significant Part Of The Street Profile, Necessitating A Complete Asphalting Of The Street.
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