Tenders Are Invited For Surface Work For Streets - Reconstruction Of Ul. Struma From The Intersection At Ul. Krakra Next To The Intersection With Ul. Krakra And St. Sredets, Town Pillowcase

Surface Work For Streets - Reconstruction Of Ul. Struma From The Intersection At Ul. Krakra Next To The Intersection With Ul. Krakra And St. Sredets, Town Pillowcase. The Subject Of This Order Is Engineering - Design, Implementation Of Smr And Exercise Of Authors Supervision For Site: Reconstruction Of St. Struma From The Intersection At Ul. Krakra Next To The Intersection With Ul. Krakra And St. Sredets, Town Pennik. The Subject Of The Order Includes: Development And Coordination Of An Investment Project In The Technical Design Phase According To The Zut, Ordinance No. 4 Of 2001. On The Scope And Content Of The Investment Projects And Other Related Bylaws On The Applicable Project Parts. The Technical Project Should Be Completed With The Necessary Calculations, Diagrams, Textual And Graphic/Drawing Material, Explanatory Notes, In Accordance With The Requirements Of Ordinance No. 4/21.05.2001, On The Scope And Content Of The Investment Projects. Projects Should Be Accompanied By Detailed Bills Of Quantities For The Applicable Parts. Implementation Of The Cmr For The Realization Of The Construction Of The Object, According To The Investment Project Prepared By The Contractor And Agreed And Approved In The Relevant Order, Quantities And Types Of Cmr And All Activities Reflected In The Technical Specification; The Proposal For Execution Of The Order And The Price Proposal. Exercising Authors Supervision During The Execution Of The Cmp Of The Construction. Existing Situation Struma Street Is Part Of The Street Network (The Street Is Categorized Iii Class) Of The City. Pernik As The Main Route Passes By The River Struma. The Section For Reconstruction Of St. Struma Is Approximately 1200 M Long. In The Section From Ot934 To Ot11970. The Indicated Length In The Source Data Is Approximate And Will Be Specified After Its Geodetic Survey. The Size Of The Street Varies From 14.50 M To 18.00 M. The Road Surface Is Badly Damaged, Cracked And With Many Deformations From The Traffic, With Many Patches From Repair Works, The Drainage Is Disturbed, The Horizontal And Vertical Signaling Is Amortized And Missing In Places. With The Reconstruction Of The Street, The Transport And Operational Qualities And The Bearing Capacity Of The Pavement Will Be Improved In Order To Ensure Traffic Safety, The Comfort Of Travelers And Good Drainage Of The Street. A Detailed Description Of All Planned Activities Is Contained In The Technical Specification Attached To The Documentation.