Tenders Are Invited For Construction Of Ul. Henryków Colony.

1. The Subject Of The Order Is The Implementation Of The Investment Called Construction Of Ul. Kolonia Henryków. 2. The Scope Of The Subject Of The Contract Includes In Particular: 2.1. Measurement Works At Linear Earthworks For Road Routes In The Plain Area - 0.175 Km; 2.2. Demolition Of Steel Barriers: Single Together With Removal At A Distance Of Up To 5 Km In Place Indicated By The Contracting Authority - 4,000 M; 2.3. Mechanical Cutting Of The Surfaces Of Mineral-Asphalt Masses, To A Depth Of 10 Cm (Cutting The Edge Of Ul. Jagodzińska)-16,000 M; 2.4. Mechanical Disassembly Of The Surface From Mineral-Bituminous Mixtures, With A Thickness Of 6 Cm Along With The Export Of The Spoil At A Distance Of Up To 5 Km In Place Indicated By The Contracting Authority-64.281 M2; 2.5. Disintelling Of Concrete Curbs With Dimensions: 15X30 Cm, On Cement-Sand Beds Together With The Export Of The Spoil At A Distance Of Up To 5 Km In Place Indicated By The Contracting Authority-20.550 M; 2.6. Disintelling Of Pavements From Concrete Slabs Measuring 50X50x7 Cm Arranged On Cement-Sand Bed With Deportation Up To 5 Km In Place Indicated By The Contracting Authority-10.925 M2; 2.7. Demolition Of Linear Sewage From Concrete Elements, Arranged On Cement-Sand Bedding-2,000 M; 2.8 Mechanical Construction Of Troughs Along The Entire Width Of The Road And Pavements In The Category I-Iv, Collecting Structural Material Suitable For Re-Use (Slag, Crushed) From The Road Surface With An Average Of 10 Cm Along With The Removal Distance Up To 5 Km - 436,500 M2; 2.9. Earthworks Performed With Pitched Excavators With A Capacity Of Spoons 0.60 M3 With Transport Of Spoil With Self -Relief Cars, Up To 5 Km: Cat. Iv - 473.840 M3; 2.10. Mechanical Profiling And Compaction Of The Substrate Under The Structural Layers Of The Surface - Ground Category: I -Iv - 682.867 M2; 2.11. Protection Of Energy Cables, Gas Pipelines, Waterworks. Performance Under The Roads And Other Obstacles, An Open Excavation In The Ground Of The Lll Category, Protection From A Bipartite Pvc Pipe With A Diameter Of 110 Mm - 15,000 M; 2.12. Single -Row Tubular Drainage In A Previously Prepared Shelter In A Dry Trench, Made Of Pvc Perforated Pipes In A 100 Mm Nominal Diameter - 169,300 M; 2.13. Making A Concrete Street Sewage Well With Ready -Made Elements Along With A 300X500 Mm Cast Iron Lattice, A Well With A Diameter Of 500 Mm: With A Settler - 1 Item; 2.14. Installation Of Pvc Cup Pipes With Nominal Diameter: 200 Mm With Non -Shaping Soil With A Thickening Of 20 Cm Layers - 4,000 M; 2.15. Making A Polymer Concrete Channel With Cast Iron Grille B125. Making A Linear Outflow Through The Pavement Along With Cutting Off The Ankle And Curb To Mount The Outflow - 6,000 M; 2.16. Installation Of Benches For Resistors And Curbs: Concrete With Resistance C8/10– 22.802 M3; 2.17. Installation Of Protruding Concrete Curbs, With Dimensions: 15X30 - On Cement -Sand Bed - 18.500 M; 2.18. Installation Of Blended Concrete Resistor