Tenders Are Invited For ,Construction Of The Pumptrack Bicycle Track At The Recreational Square On The Wisłok River In The Town Of Haczów.

1. The Subject Of The Order Is An Investment Task Entitled: Construction Of The Pumptrack Bicycle Track At The Recreational Square On The Wisłok River In The Town Of Haczów. Location: Haczów Commune, Town Of Haczów, Plot No. 2404/1,2405. The Aim Of The Planned Operation Is To Improve Access To Sports And Recreation Along With The Development Of Public Space. Characteristics Of The Works: I. Preparation Of The Area For Construction, Reconstruction Of The Route And Height Points - Measurement Works At Linear Lines Earthworks: 0.245 Km Ii. Preparation Of The Area For The Construction Of Cutting Down Trees And Shrubs - Cutting Down Trees With A Mechanical Saw (Diameter: 16-25 Cm) 4 Pcs. - Mechanical Grubbing Up Of Tree Trunks (Diameter: 16-25 Cm) 4 Pcs. - Cutting Down Trees With A Mechanical Saw (Diameter: 26-35 Cm) 4 Pcs. - Mechanical Grubbing Up Of Stumps (Dia. 26-35 Cm) 4 Pcs. - Removal Of Logs, Rootwood 4 M3 - Backfilling Of Longitudinal Foundation Trenches 8 M3 Iii. Preparation Of The Area For Construction, Removal Of The Layer Of Topsoil And/Or Sod - Removal Of A Layer Of Fertile Soil (Topsoil) 1000 M2 - Removal Of Soil (Topsoil) By Self-Dumping Vehicles 150 M3 - Removal Of Soil By Trucks Self-Unloading Vehicles For Each Subsequent 1 Km 150 M3 Iv. Construction Works In The Field Of Erecting Complete Building Structures, Excavations In Non-Rocky Soil - Earthworks Performed With Backhoe Excavators 850 M3 - Removal Of Soil With Self-Dumping Vehicles For Each Additional 1 Km 850 M3 V. Trough With Profiling And Compaction Of The Subsoil - Mechanically Constructed Channels, Depth 30 Cm 330 M2 - Removal Of Soil With Mechanical Loading 95 M3 - Removal Of Soil With Self-Dumping Vehicles 95 M3 - Profiling And Compaction Of The Subsoil 330 M2vi.Concrete Curbs - Concrete Footing For Curbs With A Resistance Of 3,280 M3 - Protruding Concrete Curbs 41 Mvii. Construction Of Embankments - Forming Embankments With A Height Of 3 M 250 M3 - Compaction Of Embankments With Self-Propelled Rollers 250 M3 Viii. Subbase - Upper Layer Of The Subbase Made Of Crushed Aggregates 10 Cm 330 M3 - Upper Layer Of The Subbase Made Of Crushed Aggregates 15 Cm 330 M2ix. Surface Made Of Concrete Paving Stones - Sidewalks Made Of Paving Stones 8 Cm 80 M2i. X. Sprinkling Of Construction Layers - Sprinkling Road Surfaces With Asphalt 330 M2 Own Calculation Concrete Baskets 1 Xiv. Green Areas - Topsoiling Of Slopes, Layer Thickness 5 Cm 750 M2 - Topsoiling Of Slopes 10 Cm 750 M2 Swz.