Tenders Are Invited For Construction Of Jaśminowa And Różana Streets In Brodna

The Subject Of The Order Is The Construction Of Jaśminowa And Różana Street In Brodna. Plot No. 101 Is The Road Lane Of The Municipal Road, While Plot No. 200/1 Road Lane Of Poviat Road No. 1178P. Current Condition: The Investment Is Located A Road With A Ground Surface Hardened With Broken Aggregate With Road Width In The 3.40 M - 4.20 M Range. The Existing Road Does Not Have Separated Sidewalks. The Existing Road Is In Poor Technical Condition. It Has Numerous Unevenness And Defects And There Is No Proper Dehydration. The Existing Road Lane Is Located Street Lighting, An Overhead Power Line, Sanitary Sewage, Water Supply Network, Gas Network And Teletechnical Network. Dehydration Of The Existing Road Takes Place In A Surface Area Within The Existing Road Lane. The Existing Road Acts As An Internal (Non -Public) Road, Which Aims To Communicate With Adjacent Plots And Real Estate. The Beginning Of The Designed Route Was Adopted At 0+000.00 Km At A Connection With Poviat Road No. 1178P (Journal Of Laws The Length Of The Designed Route Is 118.50 M.Stanwanted: The Subject Road Was Designed As One -Car, One -Lane, Two -Way With One Pass. The Route Geometry Was Maximally Inscribed In Its Existing Course By Designing Two Straight Sections And Two Horizontal Arches With A 30 And 80 M Radius According To The Land Development Project - Figure No. 2. The Wilding Of The Designed Roadway Was Adopted 3.50 M With The Expansion On The Inclusion In The Poviat Road In Accordance With The Land Development Project - Figure No. 2. The Edge Of The Road Was Designed As A Bituminous Ac Concrete Ac Concrete 11S (Kr 3-4), Made On The Ac 16W Asphalt Concrete Binding Layer (Kr 3-4) And A Foundation From A Mixture Not Related To 0/31.5 Mm Aggregate. Due To The Humus Sands, Small And Medium Sands, Clay Sands, And Sandy Clays In The Ground, A Strengthening Of The Existing Pab. 11 Ground By Making A Cut -Off Layer Under A Cement Stabilized With Rm = 5.0 Mpa Gr. 15 Cm. Roads Of The Road With A Width Of 2 X 0.75 M Were Designed From A Mixture Not Related To Aggregate 0/31.5 Mm, Gr. 10 Cm With A Bright Color. The Entire Route Was Designed To Reach Adjacent Properties And Real Estate. The Width Of The Conventions Was Adapted To The Existing Development Of Adjacent Plots In Accordance With The Land Development Project - Figure 2. The Surface Of The Conventions Was Adopted From The Concrete Cube Gr. 8 Cm Arranged On Cement-Sand Bed And Foundation From A Mixture Not Related To 0/31.5 Mm Aggregate. In Addition, In Order To Strengthen The Existing Ground Substrate, The Cutting Layer Under Stabilized Cement With Rm = 5.0 Mpa Is Designed. 15 Cm. The Frame Of The Exit Was Designed From Concrete Resistors With Dimensions 12X25 Cm Placed On A Concrete Bench C 12/15. Nothing On The Need To Ensure The Possibility Of Passing Vehicles Driving From Opposite Directions At 0+049.55 Km 049.55 Was Designed A Passage With A Road Width Of 1.50 M And A Length Of 25.00 M. Including And Away Slant From T