Tenders Are Invited For Road Construction Works – Modernization Of Dj152a, Dj151a And Dj151 Tg.Mureș (Dn15e) – Band – Șaulia - Sărmașu - Bistrita Năsăud County Border, Mureș County - Stage I

Road Construction Works – Modernization Of Dj152a, Dj151a And Dj151 Tg.Mureș (Dn15e) – Band – Șaulia - Sărmașu - Bistrita Năsăud County Border, Mureș County - Stage I. The Object Of The Contract Is The Execution Of The Modernization Of Dj152a, Dj151a And Dj151 Tg. Mureș (Dn15e) - Band - Șaulia - Sărmașu - Bistrita Năsăud County Border, Mureș County - Stage I. According To The Pth Made By Ciproconstruct Srl, It Is Proposed To Build A Road Structure From Asphalt Mixture And Build Bridges. Ac 28/28.11.2025 Was Issued By Cj Mureș With Validity Of 24 Months. Organization Of Works Execution (Dtoe) Works And Detours (Temporary Bridges) Will Follow The Distinctive Authorization Procedure. The Executor Will Obtain, At His Own Expense, The Construction Authorization For The Organization Of The Execution Of The Works (Dtoe), Documentation That Will Be Drawn Up According To Annex 1 Of Law No. 50/1991 On The Authorization Of The Execution Of Construction Works. The Main Physical Capacities That Will Be Realized Through The Technical Project: A. Work On The County Road Dj152a Stage I, Which Is The Subject Of This Project, Includes The Modernization Of The County Road Dj 152A Between Km 1+015 – Km 18+736. In Order To Avoid The Destruction Of The Road After It Will Be Modernized During The Execution Of The Water Supply And Canal Works, Between Kilometer Positions 9+353.5 – 11+551.5 (Which Represents The Position Of The Intra-Village/Extra-Village Limit Of Berghia), The Road Will Not Be Modernized At This Stage, Instead The Bridge At Km 11+136 (11+088.70) Will Be Modernized/Reconstructed. A) For The Carriageway Part, The Following Was Designed: New Road Structure: Dismantling Of The Existing Road Structure Along The Entire Length Of The Roads; • Bottom Layer Of Foundation Made Of Ballast In A Thickness Of 35 Cm; • Upper Foundation Layer Of Ballast Stabilized With Cement In A Thickness Of 25 Cm; • Base Layer Of Ab 22.4 Base 50/70 In Thickness Of 6 Cm; After The Remediation Of The Structural Degradations, At The End, The Following Road Structure Will Be Executed: Road System Repaired And Prepared For Recycling; • In-Situ Recycling With Foamed Bitumen And Cement (Minimum Average Thickness Of Asphalt Layers); • Bonding Layer Of Bad 22.4 Leg 50/70 In Thickness Of 6 Cm; • Wear Layer From Ba 16 Roll 50/70 In Thickness Of 4 Cm; B) Sidewalks: 10,450 M Long. C) Rainwater Drainage Systems Ensuring Water Collection: - Concrete Trapezoidal Ditches = 15310 M - Roadway Ditch = 6389 M - Roadway Ditch With Shoulder = 398 M - Reinforced Ditch = 258 M - Earth Ditch = 2478 M - Longitudinal Drain = 1884 M - Transversal Floors, Of Which 22 Type C2 Floors, 3 Tubular Floors Φ800 And 3 Tubular Floors Φ600 D) Bus Stops: 18 E) Bicycle Paths In The Inner City Of The Place. 14,893 M Long, One-Way Bicycle Tracks Will Be Laid Out At The Edge Of The Carriageway, Delimited From It By Elastic Pillars. The Road Structure Of The Bike Lanes Will Be Identical To That Of Dj. The Bike Lanes Will Be Highlighted By Coloring Their Surface With Green. The Sections On Which Tracks For Cyclists Will Be Built Are: • Km 1+015 (Beginning) -