Tenders Are Invited For Renovation Of The Lipa-Lipa Bagna Road, Plot No. 35, District 0007 Lipa.

The Beginning Of The Road Section Planned For Renovation, Km 0+000, Is Located At The Intersection With The Municipal Road No. 273569P Chlebowo-Lipa. The End Of The Section Planned For Renovation Is Marked At Km 0+899. The Designed Length Of The Road Section To Be Renovated Is 899.0 Km, Excluding The Section From Km 0+392.50 To Km 0+398.60, Which Has A Concrete Pavement Surface. The Designed Road Width Is 5.0 M. The Cross-Slope Of The Road Was Designed As A Two-Sided (Roof) Slope Of 2X3% And A One-Sided Slope Of 3%. Along The Entire Section Of The Road, 39 Exits Were Designed For Renovation (To Side Roads, Farmlands And To Properties), 21 On The Left Side And 18 On The Right Side Of The Road. Road Width On Exits From 2.0 M To 5.0 M. Taking Into Account The Designed Gradeline And The Surface Structure, On The Section Of The Road Accepted For Renovation From Km 0+000 To Km 0+392.50, The Demolition Of The Existing Surface Paved With A Mixture Of Natural Aggregate, Crushed Aggregate And Construction Rubble With An Average Thickness Of 12 Cm Was Planned, As Well As The Construction Of A Trough For The Road Surface Structure With A Depth Of 13÷37 Cm, And On The Section From Km 0+398.60 To Km 0+899, Where The Surface Is Hardened With A Mixture Of Gravel And Slag, A Trough Was Designed For The Construction Of The Road Surface With A Depth Of 5÷30Cm. For The Construction Of The Exits, A Trough With A Depth Of 25Cm To 35Cm Was Designed. The Structure Of The Road Surface And Exits Was Designed With: A Cutting Layer Of Medium Sand, 15 Cm Thick After Compaction, A Separation Layer Of Geotextile 200 G/M2, A Surface Layer Of Crushed Aggregate 0/31.5 Mm, 20 Cm Thick. The Existing Bushes In The Road Crown Are Planned For Felling And Grubbing Up. At The Edge Of The Road, It Is Planned To Renovate The Ground Shoulders On Both Sides By Cutting Them, Filling Them And Profiling And Compacting Them. The Designed Width Of The Roadsides Is 0.50 M. The Transverse Slope Of The Roadside Is 6% On One Side To The Outside. The Existing Apparent Ditch Was Planned To Be Cleaned Fragmentarily On The Right Side Of The Road Being Renovated. Existing Sanitary Sewage Wells And Water Valves In The Road Are Designed For Vertical Regulation. The Drainage Of The Road Section Was Designed As Surface Drainage, By Using Standard Transverse Slopes Of The Road Surface, Exits And Shoulders Beyond The Road Crown. If There Are Existing Points In The Detailed Geodetic Control Network, The Contractor Is Absolutely Obliged To Secure And Protect Them In Accordance With The Relevant Regulations While Carrying Out The Works. Based On The Available Data, External Utilities In The Form Of Underground Telecommunications Networks, Water Supply Networks, Sanitary Sewage Systems And Power Networks Are Identified Within The Planned Road Section. The Presence Of Other Foreign Devices Cannot Be Ruled Out. Situational Details Of The Road Section Planned For Renovation, Details Of Structural Sections And Grade L