Tenders Are Invited For Modernization Of The Access Road To Agricultural Land In Glewnik

1. Task: Modernization Of The Access Road To Agricultural Land In Glewnik Reconstruction Of The Municipal Road With The Existing Surface Hardened With Crushed Aggregate On A 500 M Section At Km 0+000-0+500. Road Width: 2.75 M. Boards Laid In A 2X1.0 M Track Pattern With A 0.75 Cm Wide Dividing Strip Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Gr. 12 Cm. On The Curve, The Boards Are Laid On A Full Width Of 3.0 M. The Roadway Should Be Made Of Jomb Reinforced Concrete Slabs With Dimensions 100X75x12.5, Type C2.Location: Trzebielino Commune, Bytów Poviat, Plots No. 359, Trzebielino District, Commune. Trzebielino, Poviat Bytowskiscope Of Works Includes:1) Geodetic Marking Of The Boundaries Of The Road.2) Clearing Of Tree Trunks And Possible Bushes Located In The Road, Colliding With The Works.3) Execution Of Construction Works In Accordance With The Attached Design Documentation.4) Construction Of A Surface Made Of Reinforced Boards Of The Iomb Type C, Dimensions 100X75x12.5 - In Accordance With Pt.5) Execution Shoulders 0.75 M Wide With Kłsm 0/31.5.6) Reconstruction Of Existing Exits With A Surface Made Of Iomb Type C Boards, In Accordance With Pt.7) Execution Of The Set. As-Built Geodetic Documentation With Confirmation Of Reporting To The Geodetic Resources Of The District Office.8) After Completing All Construction Works, Cleaning Up The Construction Site And Restoring The Disturbed And Degraded Areas Adjacent To The Road And Related To The Construction Works To Their Original Condition.9) After Completing All Works, Preparing An As-Built Cost Estimate Necessary For Settlement With The Institution Co-Financing The Task.10) Construction And Installation Of An Information Board With Dimensions Of 120X80 Cm On A Steel Frame, In Accordance With The Pattern Indicated By The Investor. Jomb Openwork Reinforced Concrete Slabs With Dimensions Of 100X75x12.5 Cm Should Be Used To Construct The Surface. Jomb Boards Should Be Reinforced With A Double Reinforcing Mesh Of Bars Of Min. Ø5.5Mm. Covering Of Reinforcing Bars 30Mm. All Slabs Should Be Made Of Concrete Of At Least C25/30 Class With Water Absorption <5% And Frost Resistance F150. The Holes In The Boards Should Be Smaller Towards The Top Of The Board, Dimensions In Accordance With The Attached Drawing (Board Pattern). The Dimensional Tolerance Of The Precast Element And Reinforcing Bar Cover Is +10 Mm. Before Installation, The Contractor Will Be Obliged To Cut One Slab Indicated By The Ordering Party In Order To Check The Requirements. It Is Recommended To Familiarize Yourself With The Place Of Execution Of The Order In Order To Independently Identify The Conditions For The Proper Execution Of The Task And Obtain Information Necessary To Prepare An Offer, Correctly Assess The Scope Of Works And Conclude A Contract. The Implementation Of The Investment Should Ensure Respect For The Legitimate Interests Of Third Parties Occurring In The Area Of The Construction Site, Including Uninterrupted