Tenders Are Invited For Reconstruction Of The Municipal Road At Ul. Szkolna And Ul. Polna In Kruszewo

Reconstruction Of The Municipal Road At Szkolna Street And Polna Street In Kruszewo, Ujście Commune On Plots Of 548, 577/3. The Scope Covered By The Tender Covers Only The Designed Route No. 1 In The Project. The Beginning Of Route 1 Was Adopted At Km 0+000.00 At A Connection With The Existing Pavement Made Of Concrete Cubes (Plot No. 548), While The End At Km 0+252.50. The Objective Road Was Designed As One -Caring, Two -Lane, Two -Way, Two -Way Walking Route. Deadings To Adjacent Fields, Property And Real Estate Were Designed Along The Designed Road. The Geometry Of The Designed Route Was Maximally Inscribed In Its Existing Course By Introducing Only Minor Corrections To Improve The Liquidity Of The Road. In The Geometry Of The Designed Route, Four Straight Sections And Two Horizontal Arches With Rays R = 50 And 1500 M Were Adopted. The Width Of The Designed Road On The Entire Section Was Taken 5.50 M. The Road Surface Was Designed From The Concrete Cube Thick. 8 Cm Of Gray Color, Made On A Layer Of Cement -Sand Bed And A Foundation From A Mixture Not Related To 0/31.5 Mm Aggregate. Due To The Soil In The Soil, Clay Sands And Sandy Clays, The Strengthening Of The Existing Ground Ground Was Designed By Making A Cutting Layer From A Cement Aggregate With Rm = 5.0 Mpa Gr. 15 Cm. The Border Of The Roadway And Conventions Were Designed From Concrete Resistors With Dimensions 12X25 Cm Placed On A Bench Made Of Concrete C 12/15. Along The Entire Road, Double -Sided Roadside Roadside With A Width Of 0.75 M Was Humped And Sown With Grass Seeds. Deadings To Adjacent Fields, Properties And Real Estate Were Designed Along The Entire Route. 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 Bench Made Of Concrete C 12/15. The Contracting Authority Allows The Foundation Of Concrete Crushed, Provided That All Technical Parameters Are Preserved, The Load Capacity Contained In The Project. The Works Will Be Carried Out On The Basis Of Building Permit No. 394 Of 25.08.2025 After The Investment Implementation, The Contractor Is Obliged To Prepare All Necessary Documents To Report The Completion Of Works And Obtain A Permit For The Use To Pinb. The Transfer Of Works, Does Not Constitute The Basis For Determining The Scope Of Works To Which The Contractor Is Committed By Submitting The Offer. The Attached Bill Of Quantity Is Only An Auxiliary Material For Calculating The Price.