Tenders Are Invited For Reconstruction Of The District Road No. 4508W Zwoleń - Philippines

1. The Subject Of The Contract Is The Execution Of Construction Works Consisting In: Reconstruction Of The District Road No. 4508W Zwoleń - Filipów. 2. The Scope Of Works Includes: I. Preparatory Works: 1.1 Measurement Works For Linear Earthworks - Road Route In The Plain Area - Length 0.470 Km; Ii. Drainage Of The Road Body: 2.1. Disassembly Of The Concrete Pipe Culvert Under The Crown Of The Road, Fi 60 Cm With Concrete Retaining Walls, Length 8.00 M With Elements Of The Surface And Foundation - 1.0 Pcs.; 2.2. Constructing A Culvert Under The Road Made Of Pehd Pipes, Diam. Diameter 60 Cm And Length 12.00 M On A Footing Made Of Natural Aggregate, Layer Thickness After Compaction 20 Cm (Aggregate Fraction 0-20 Mm), Finished With Concrete Retaining Walls - 1.0 Pcs.; 2.3 Cleaning The Roadside Ditch - 300.00 M; Iii. Foundation: 3.1. Troughs Made On The Widening Of The Roadway With A Depth Of Up To 40 Cm In Soils Of Category Ii-Iv - 235.00 M2; 3.2 Cut-Off Layers Made Of Sand, Compacted Manually, Th. 10 Cm Layers - 235.00 M2; 3.3 The Lower Layer Of The Foundation Made Of Broken Aggregate, Layer Thickness After Compaction 20 Cm - 235.00 M2; 3.4 The Upper Layer Of The Foundation Made Of Broken Aggregate, Layer Thickness After Compaction 8 Cm - 235.00 M2; 3.5 Reinforcement Of The Extension With A Geogrid With A Strength Of More Than 80 Kn/M - 940.00 M2; 3.6 Mechanical Cleaning Of Structural Layers Of Bituminous Pavements - 2,350.00 M2; 3.7. Works Performed With Excavators With Soil Transport And Delivery By Self-Dumping Vehicles Over A Distance Of 5 Km, Soil Category Iii - 277.00 M3; 3.8. Corrective Milling Of Asphalt And Concrete Surfaces, Average Thickness. 3 Cm - 420.00 M2; 3.9 Mechanical Sprinkling Of Structural Layers Of Bituminous Pavements - 6,110.00 M2; Iv. Road Surface: 4.1 Execution Of A Leveling Layer Made Of Asphalt Concrete For Kr3 Traffic (Average 0.100 Mg/M2) Ac 16P Avg. Gr. 4 Cm - 305.500 Mg; 4.2. Execution Of The Binder Layer Of Asphalt Concrete For Kr3 Ac16w Traffic, Gr. 3 Cm - 3,085.00 M2; 4.3 Execution Of The Wearing Course Of Asphalt Concrete For Kr3 Ac11s Traffic, Gr. 3 Cm - 3,085.00 M2; V. Earthworks: 5.1 Mechanical Removal Of A Layer Of Fertile Soil (Humus) From Roadsides With A Thickness Of Up To 15 Cm Including Removal -47.00 M3; Vi. Shoulders: 6.1 Execution Of Shoulders Made Of Broken Aggregate At A Width Of 0.50 M And 1.00 M, Layer Thickness After Compaction 10 Cm - 628.00 M2; Vii. Driveways To The Property: 7.1 Execution Of Farm Driveways With A Bituminous Surface Made Of Mineral-Asphalt Mass Ac 11S Gr. 5 Cm On A Gravel Foundation, Thickness 15 Cm - 16.0 Pcs; 7.2 Vertical Regulation Of Utility Exits From Paving Stones - 7.0 Pcs.; Viii. Road Markings: 8.1 Road Markings With Thick-Layer Material (Chemically Hardening Masses) Continuous And Intermittent Edge Markings - 112.80 M2; 8.2. Installation Of Point Reflective Elements At The Horizontal Lines Cats Eyes - 156.0 Pcs. The Employer Requires The Wearing Layer To Be Laid With The Entire Width Of The Roadway. 3. The Detailed Material Scope Was Specified In The Offer Cost Estimate And The Bill Of Quantities - Appendix 2 To The Swz And The Technical Description - Appendix 10 To The Swz.