Tenders Are Invited For Construction Of Fire Road No. 26 In The Grabowo Forestry, Section 0+000.00 - 0+740.00 - Stage I

1.1 Material Scope Of The Subject Of The Order:1. Construction Of A Fire Access Road - Forest Road No. 26 In The Grabowo Forestry. The Road Connects With The National Road No. 20 At Km 0+000 On Plot No. 33 (Via The Rebuilt Exit) And With The Municipal Road No. 372006Z At Km 4+289.442. Construction Of A Fire Access Road - Forest Road No. 26, Section 740.00 M (1St Stage) Consisting Of Hardening The Road With Crushed Stone Aggregate With Trace Hardening With Yomb.3 Type Slabs. Parameters Of The Building: - Road Width 5.0 M, - Road Width 3.0 M (With Widenings Made Of Crushed Aggregate Up To 3.5 M Wide), - Widening On Curves From 0.25 - 2.7 M, - Width Of Road Sides 2 X 0.75 M, - Wood Storage Area - Passing Areas Hardened With Mechanically Stabilized Crushed Aggregate (2 Pcs.), - Exits Hardened With Mechanically Stabilized Crushed Aggregate (10 Pcs.), - Pehd Culverts With A Diameter: A) 500 Mm (2 Pcs.), B) 400 Mm (2 Pcs.).4. Construction Layer Of The Pavement Made Of Yomb Slabs: - Profiled And Mechanically Compacted Subfloor, - Concrete Rubble, Fraction 0-64 Mm, Thick. 10 Cm, - Mechanically Stabilized Crushed Aggregate, Fraction 0-31.5 Mm, Thickness. 7 Cm, - Sand Bedding, Thickness. 8 Cm, - Yomb Boards 100 X 75 X 12.5. 5. Structural Layer Of The Exit Surface: - Profiling And Compacted Subgrade, - Subbase Of Concrete Or Crushed Stone Rubble, Fraction 0-64 Mm, Mechanically Stabilized, Thickness. 18 Cm, - Upper Surface Made Of Crushed Aggregate Fraction 0-31.5 Mm, Thick. 12.5 Cm. 6. Construction Of Roadside Surfaces: - Gravel Containing Rocky And Gravel Fractions. 40% O Gr. 18 Cm, - Mechanically Stabilized Crushed Aggregate, Fraction 0-31.5 Mm, Mechanically Stabilized, Thickness. 12.5 Cm.7. Construction Of The Passing Surface: - Subsoil, Profiling And Mechanical Compaction, - Subbase Of Concrete Or Broken Stone Rubble, Fraction 0-64 Mm, Mechanically Stabilized, Thickness. 18 Cm, - Upper Surface Made Of Crushed Aggregate With A Fraction Of 0-31.5 Mm, Mechanically Stabilized, Thick. 12.5 Cm.8. The Strip Between The Slabs Laid In Traces Should Be Filled With Crushed Aggregate Of 0-31.5 Mm Fraction. 9. Reconstruction Of The Exit Onto National Road No. 20 Km 0 + 000.00: A) Construction Of The Exit: • Profiled And Compacted Subgrade, • Layer Of Soil Stabilized With Cement Rm 2.5 Mpa, Thickness. 10 Cm, • Foundation Made Of Mechanically Stabilized Crushed Aggregate With A Fraction Of 0-63 Mm, Thickness. 16 Cm, • Basic Foundation Made Of C8/10 Concrete, Thickness. 20 Cm, • Cement-Sand Ballast 1:4, Thickness. 5 Cm, • Vibro-Pressed Concrete Cube 8 Cm High, • The Frame Is A Concrete Retainer 100X25x12 Cm On A C12/15 Concrete Footing, B) Roadside Structure: • Profiled And Compacted Native Soil, • Top Layer Of The Surface Made Of Crushed Aggregate Fraction 0-31.5 Mm, 15 Cm Thick.1.2 Detailed Description Of The Subject The Order Consists Of Technical Documentation, I.E.: - Design Documentation, - Bill Of Quantities; - Offer Cost Estimate, - Technical Specification For T