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Subject Of The Contract:- Measuring Works At Linear Earthworks, Route Of Roads In Plain Area (Demarcation And As-Built Inventory)- 0.2 Km,- Tubular Protective Handrails- Dismantling- 8 M,- Dismantling Of Sewage From Prefabricated Concrete Elements Together With Export And Utilization - 18 M,- Dismantling Of Sewage From Paving Stones Together With Export And Utilization (In Places Of Designed Pedestrian Crossings)- 58 M,- Dismantling Of Concrete Curbs, Concrete Curbs At Cement-Sand Bedding Along With Export And Utilization (In Places Of Designed Pedestrian Crossings )- 58 M,- Earthworks With Podside Excavators With Transport Of Spoil With Self-Relieving Cars Up To 10 · Km, Excavator 0.40 · M3, Category Iii Ground (Trough Under The Pavement, Sewage Drainist, Removal Of Humus Under The Embankment)- 199.2 M3,- Forming And Thickening Of Embankments From The Soil Supplied By Cars - A Non -Registration Ground (Contractor With Its Own Efforts And At Its Own Expense Will Obtain The Ground To Make A Embankment) - 103 M3, - Sewage Wells From Ready -Made Elements, Street Concrete, Fi · 500 · Mm With Settler - 1 Pcs,- Pvc Tubular Channels Connected To The Press, Fi · 200 · Mm Sn8- 1 Pc,- Drainage Of Sewage System With Aggregate, A Common- 2.9 M3,- Curbs With Benches, Concrete Protruding 20X30 · Cm, Concrete Bench With Resistance 0.06M3/Mb, Cement-Sand Bed- 58 M,- Benches Under The Outskirts, Plain Concrete With A Resistance Of 0.03M3/Mb- 6.2 M3,- Concrete Edges, 30X8 · Cm, Cement-Sand Bed , Filling Joints With Cement Mortar - 207 M, - Street Sewage Made Of Concrete Cobblestones, Ankle On A Concrete Bench Of 25 · Cm, Laid In Two Rows - 58 M, - Sewage Made Of Concrete Elements (Box Troughs With Dimensions ~ 30X20x50cm)- 20 M,- Benches Under Sewage, Plain Plain 0.06M3/Mb, Cement-Sand Bed- 1.2 M3,- Steel Protective Barriers (Element Length 1.5M; Height 1.1M) With Assembly (Barrier U-12A Road With A Crossbar, Powder-Painted Galvanized Steel: Gray, Installation By Concreting In The Ground)- 68 M,- Profiling And Compaction Of The Substrate Under The Structural Layers Of The Surface, Made By Hand- 470.2 M2,- Foundations Of Natural Aggregates (Common ), Lower Layer, After Thickening 20 · Cm- 458.7 M2,- Foundations From The Aggregate Mixture 0-31.5Mm, Upper Layer, After Compaction 15 · Cm- 424 M2,- Pavements Made Of Phase Concrete Paving Stones, Thickness 8 · Cm, Cement-Sand Bedding Or Gravel Bed With Sand Filling-415.6 M2,-Sidewalks Made Of Tactile Cobblestones 40X40x5 At Pedestrian Crossings 1 Row, Cement-Sand Bed With Sand Filling, Yellow-8.4 M2 ,- Partial Repairs Of Paving Pavements, Reproduction Of The Pavement Surface On Cement-Sand Bed With Sanding With Sand (Pedestrian Crossings)- 40 M2,- Replacement With Adjustable Cover Of Teletechnical Wells Sk-2/2 (A15)- 1 Pc .,- Wykonanie Ubezpieczenia Płytami Ażurowymi Typu Krata, 60X40x8·Cm Na Podsypce Cem.-Piaskowej 1:4 – 40 M2,- Plantowanie (Obrobienie Na Czysto), Skarp Wykonywanych Mechanicznie – 207 M2,- Humusowanie
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