1. The Subject Of The Contract Includes, Among Others, The Following Scope Of Work: 1) Maintenance Of Rainwater Sewage System In The City Of Staszów, And Including The Provision Of The Patency Of The Sewage System In Particular By: A) Cleaning The Main Sewage Collectors, B) Cleaning The Wells Of Street Inlets, C) Checking And Clearing The Dewers, D) Checking And Cleaning Of The Audit And Cleaning. Maneuverable On Collectors, F) The Clearing Of The Inlets In The Winter, G) Maintenance And Maintenance Of Existing Sewage Outlets To The Czarna River, The Czarna River Channel And The Drainage Ditch, H) Maintenance And Maintenance In Constant Readiness Of The Rainwater Pumping Stations At Koszarowa Street In Staszów, And), Among Others Twice A Year Of Operational Reviews Of Cleansing Devices. 2) Ongoing Maintenance Of The Patency Of The Channels Of Discovered Channels And Mowing The Slopes Of Discovered Rainwater Sewage Channels Discharging Rainwater From The Closed Rainwater Sewage System At: A) Plot With Registration Number 1002 In Staszów, From Opatowska Street To Długa Street, B) Plot Of Land. Towarowa To The Town Of Stefanówek.3) Execution Of A Rainwater Sewage Inspection Located In The City Of Staszów (Max. Up To A Length Of 5,000 Mb): A) Cleaning Collectors And Sewage Wells Before The Tv Inspection, B) Execution Of The Inventory Description Of The Rainwater Drainage Well, C) Implementation Of The Inspection Of The Rainwater Sewage System, D) Execution Of A Verbal Description: Technical,- Material Of Pipes,- Pipe Diameter,- Sensitive Places,- Inheritance Charts,- Transverse Runs Of The Collector,- Longitudinal Cracks Of The Collector,- Cracks, Vertical Shifts And Horizontal Vertebrae And The Collapse Of The Collector,- Transfer To The Ordering Party Full Documentation Of The Completed Paper In Paper Form And On Electronic (Emergency Situations) Of The Sewage System, Indicated By The Employer Covering In Particular: A) Adjustment Of The Street Groove With A Complement To The Surface Up To 4M2, B) Replacement Of The Hatch Type:- Light,- Heavy, C) Supplementing The Top-Hatch Cover:- Light,- Heavy, D) Insertion Street:- Without Replacing The Grate In The Grate,- With Replacement Of The Grate In The Grate, G) Adjustment (Altitude) Of The Inspection Manhole: H) Replacement Of The Storm Canal Section (Excavation Method), The Following Diameters: Ø 200 Mm, Ø 300 Mm, Ø 400 Mm, Ø 500 Mm, Ø 600 Mm, Ø 800 Mm, Ø 1000 Mm, Ø 1000 Mm, Ø 1000 Mm, Ø 1000 Mm, Mm, Ø 1400 Mm:- With Surface Repair,- Without Repair Of The Surface, I) Replacement Of The Storm Canal Section (By The Crowning Method), The Following Diameters: Ø 200 Mm, Ø 300 Mm, Ø 400 Mm, Ø 500 Mm, Ø 600 Mm, J) Replacement To The Collector Without Repairing Asphalt Surface, L) Replacement Of Concrete Vertebrae With A Diameter Of Ø 1200 Mm In A Audit Well, M. Section Replacement Of The Rain Line Sewage System:- Light Type,- Heavy Type, N) Repairs Of The Return Flap On The Sewage System:- Supplementing The W
