Tenders Are Invited For Roadworks – Execution Of Works On The Investment Objective, Rehabilitation And Modernization Of Dj 242G: Sales (Dj 242C Km 0+000) - Brădești

Roadworks – Execution Of Works On The Investment Objective, Rehabilitation And Modernization Of Dj 242G: Sales (Dj 242C Km 0+000) - Brădești. The Object Of The Contract Is The Execution Of The Works Identified In The Technical Project And In The Execution Details, At The Investment Objective Rehabilitation And Modernization Of Dj 242G: Vinderei (Dj 242C Km 0+000) - Brădești On The Dj 242 G Route Which Has A Length Of 4,220 Km, Respectively: Object 1- Section 1: Dj 242G - Km +000 - 4+220; Object 2- Pod Dj242g Km 2+974. The Project Proposes The Following Modernization And Rehabilitation Works: Object 1: -Section 1: Dj 242G – Km +000 – 4+220: County Road Dj242g Km 0+000 – 4+220 Section 1 Has The Following Characteristics: Intervention Length: 4,220 Km, Roadway Width: 6,00M, Number Of Lanes Traffic: 2 Lanes, Framing Lanes: - / 2X0.25M Approaches: 2X0.75M / 2X0.50M - Roadway Transverse Slope: 2.5% - Importance Category: C - Technical Class: Iv - Importance Class Iii. For The Layout Of The Route In Plan And Longitudinal Profile, The Provisions Of Stas 863 – Geometrical Elements Of The Route, St 022-99, Stas 2900, As Well As The Provisions Of Order No. 45/1998 Of The Minister Of Transport, For The Approval Of The Technical Rules Regarding The Design, Construction And Modernization Of Roads, The Constructive Solution Proposed To Be Realized Corresponds To Technical Class Iv: -Design Speed = 25.00 – 40.00 Km/H: -The Carriageway With A Width Of 6.00 M. -Transverse Slope Of The Embankment Slope 2/3; - Transverse Slope Of The 1/1 Debleu Slope; -Minimum Radius Of Curves In Plan 25.00 M; - Minimum Radius Of Convex Vertical Connections 500.00 M And Minimum Radius Of Concave Connections 300.00 M; Road System: Section 1: Km 0+000 – 1+375; Km 3+092 – 4+220; - 4 Cm Wear Layer Ba16; -6 Cm Bonding Layer Bad22,4; -15 Cm Base Layer Of Broken Stone; -25 Cm Foundation Layer Of Ballast; -10 Cm Form Layer Of Ballast. Section 1: Km 1+375 – 3+092: -4 Cm Wear Layer Ba16;-6 Cm Bonding Layer Bad22,4;Geocomposite With Anti-Crack Role;- 6 -12 Cm Layer Of The Existing Asphalt Mixture. The Approach Between Km 0+000 – 1+375 And Km 3+092 – 4+220 Will Be Consolidated With The Same Road Structure As The Carriageway. The Approach Between Km 0+000 – 1+375 And Km 3+092 – 4+220 Will Be Consolidated With The Same Road Structure As The Road Part, With An Area Of ​​2,575.5 Square Meters. The Length Of The Concrete Ditches Is 8400 Ml, And The Length Of The Drain Is 2256 Ml. To Ensure The Evacuation Of The Water Collected By The Designed Gutters, New Floors Were Provided. These Were Provided In The Tubular Version Or The Carriageway Type, Being In The Quantity Of 18 Pieces, Of Different Lengths. The Side Roads In Number Of 16 Pieces Will Be Modernized Over A Length Of 15M With The Width Of The Carriageway Between 4.00 - 5.50M And Will Have The Same Road System: -4 Cm Wear Layer Ba16; -6 Cm Connecting Layer Bad22,4; -15 Cm Base Layer Of Broken Stone; 25 Cm Foundation Layer Of Ballast; - 10 Cm Ballast Shape Layer. Access To Properties In Cash