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1. The Subject Of The Order Is The Development Of The Area At Ul. Krakowska 24 In Strzelce Opolskie.2. The Scope Of The Order Includes In Particular: - Dismantling Of The Surface Made Of 15 Cm Thick Concrete Road Slabs, Hexagonal Trylinka Concrete Slabs, And Dismantling Of The Concrete Surface With A Thickness Of Approx. 12 Cm, - Dismantling Of The Foundation Made Of 15 Cm Thick Stone Aggregate, Along With Channeling Under The Construction Layer With A Depth Of 20 Cm, - Construction Of Footings For Concrete Curbs And For Sewage, - Construction Of A Street Sewage From Irregular Stone Cubes, 10 Cm High, And A Sewage From Prefabricated Concrete Elements, 15 Cm Thick, On A Cement-Sand Ballast With A Thickness Of 8 Cm., Including Measurements During Earthworks (Marking Out The Sewage), - Mechanical Profiling And Compaction Of The Subsoil For The Construction Layer, - Substructure Made Of Crushed Basalt Aggregate With A Fraction Of 0.00-31.50 Mm, With A Thickness Of 15 Cm After Compaction, - Making A Surface Of 8 Cm Thick Concrete Paving Stones. On A Bedding Made Of Stone Dust With A Thickness Of 5 Cm - Removal Of Soil, Concrete And Stone Rubble; Material From The Demolition Of Surfaces And Gutters, - Excavation For Inlet And Inspection Wells, Sewage Collectors And Sewerage, Along With The Transport And Removal Of Excavation Material, - Dismantling Of Sewage Wells, - Construction Of Substructure From Crushed Basalt Aggregate With A Fraction Of 0.00-31, 50 Mm With A Thickness After Compaction Of 20 Cm, - Installation Of Sewage Wells From Ready-Made Concrete Elements With A Diameter Of 500Mm. With Settling Tank Without Siphon, Concrete Pipes Diameter 500 Mm., Flat Cast Iron Inlet 40X60 With Punctures Of Connection Holes, And Concreting Of The Holes/Connections, - Making Channels From Press-Fitted Rcv Pipes With A Diameter Of 200 Mm, Laid On A Base Of 10 Cm Thick Loose Materials; Gravel Bedding With A Fraction Of 0.00-6.3 Mm. For Sewage Collectors And Sewer Lines, - Sand Backfill With Manual Compaction, 50 Cm. Sewerage And Sewage Collectors, - Backfilling The Excavations Of The Inspection Well And Inlets With Sand With A Fraction Of 0.00-6.30 Mm, - Dismantling The Existing Wall With A Thickness Of 15 Cm., Pillars, Concrete Footings Thick. 20-30 Cm, Dismantling Concrete Paving Stones With A Thickness Of 8 Cm. And A Foundation Made Of Stone Aggregate With A Thickness Of 15 Cm., At The Entrance Along The Wall, Excavation For The Retaining Wall And Foundation Along With Profiling And Compacting The Substrate, At The Entrance Along The Wall, - Foundation For The Wall Made Of Crushed Basalt Aggregate With A Fraction Of 0.00-31.50 Mm, Thickness . 40 Cm. After Compaction For The Retaining Wall, - Construction Of A Dry Concrete Footing For The Retaining Wall Along With The Construction Of The Wall From Reinforced Concrete Elements, - Backfilling Of The Linear Excavation With Gravel With A Fraction Of 0.00-6.30 Mm, Along With Compaction Of The Embankment, - Mechani
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