Tenders Are Invited For Reconstruction Of The Municipal Road On Part Of Plot No. 37 In Kurkocin, Approximately 540 M Long

1. The Subject Of The Order Is The Execution Of The Task Entitled: Reconstruction Of The Municipal Road On Part Of Plot No. 37 In Kurkocin, Approximately 540 M Long. 2. The Scope Of Works Includes Measurement Works, Removal Of Trees And Bushes, Removal Of The Topsoil Layer, Demolition Works, Earthworks - Trenching, Foundation (Road, Exits), Road Surface And Exits, Roadside Surface And Finishing Works.3. The Task Is Not Divided Into Parts (Justification In Chapter Iii, Section 5 Of The Swz).4. Order Description: The Task Includes The Reconstruction Of The Road On A Section Of 535 M. The Bituminous Surface Will Be Made On A Section Of 410 M, I.E. From Km 0+000 To Km 0+410. However, On The 125 M Section, I.E. From Km 0+410 To Km 0+535, A Crushed Stone Surface Will Be Made. A Bituminous Surface With A Total Thickness Of 8 Cm (Wearing Layer 4 Cm And Binding Layer 4 Cm) Should Be Laid On A Base Of Crushed Aggregate With A Layer Thickness Of 25 Cm (Bottom Layer Of Crushed Aggregate With A Fraction Of 0/63 Mm, 20 Cm Thick And An Upper Layer Of Crushed Aggregate With A Fraction Of 0/31.5 Mm, With A Thickness Of 5 Cm) On A Section Of A Municipal Road With A Length 0.410 Km And 3.50 M Wide At Km 0+000 To Km 0+410. The Foundation Should Be Placed On A 10 Cm Thick Sand Drainage Layer. The Bitumen Pavement Structure Should Be Placed On A Base With A Load Capacity Group Of G1. The Crushed Stone Surface From Km 0+410 To Km 0+535 Should Be Made Of Crushed Aggregate With A Total Thickness Of 30 Cm (20 Cm With A Fraction Of 0/63 Mm And 10 Cm With A Fraction Of 0/31.5 Mm) Placed On A Drainage Layer Of Sand With A Thickness Of 10 Cm. On The Entire Section Of The Reconstructed Road, I.E. 535 M, On Both Sides Of The Road, 0.75 M Wide Shoulders Should Be Made Of Crushed Aggregate With A Fraction Of 0/31.5 Mm And A Layer Thickness Of 20 Cm. Driveways To Adjacent Properties And Agricultural Fields Should Be Made With A Bituminous Surface (4 Cm Wearing Course And 4 Cm Binding Layer) On A Base Of 20 Cm Thick Crushed Aggregate With A 0/31.5 Mm Fraction Placed On A 10 Cm Thick Sand Drainage Layer. Additionally, As Part Of The Task, Vertical Markings Should Be Installed. A Detailed Description And Method Of Execution Of The Order Are Included In The Construction Design, Technical Specifications For The Execution And Acceptance Of Construction Works, Permanent Traffic Organization Design And Bills Of Quantities Constituting Annexes No. 10 - No. 13 To The Swz And This Swz. Due To The Lump-Sum Nature Of The Order, The Bills Of Quantities Provided By The Ordering Party Are Not The Basis For The Valuation Of The Works, But Are Only Auxiliary Material.