Construction of the Contracts I, II,VI, VII, and VIII of the Eden Remediation Program

1. Contract I-Inflow/Infiltration Reduction Project consisting of replacement, rehabilitation and point repairs of approximately 4,300 linear feet (LF) of 8-inch to 12-inch gravity sewer collection mains, repairs to leaking laterals, clean out assemblies and manholes and flood-proofing manholes at various locations through the collection system to eliminate indirect inflow connections. 2. Contract II-Junction and Bridge Street Pump Stations Rehabilitation Project consisting of comprehensive rehabilitation to restore original firm permitted capacities, to provide and modernize pumping, mechanical and electrical appurtenances and to enhance system reliability through the installation of automatic transfer switches and permanent generators. These lift stations are two of the largest in the system with the Bridge Street Lift Station rated for 5 million gallons per day (MGD) and the Junction Lift Station rated for 11 MGD. 3. Contract III-Bridge Street Basin Rehabilitation and Replacement Project consisting of the following: a. 8-inch gravity sewer main replacement-Approximately 11,900 LF b. 12-inch gravity sewer main replacement-Approximately 1,100 LF c. 18-inch gravity sewer main replacement-Approximately 1,300 LF d. 24-inch gravity sewer main replacement-Approximately 1,400 LF e. 8-inch gravity sewer main rehabilitation (CIPPL)-Approximately 4,100 LF f. 18-inch gravity sewer main rehabilitation (CIPPL)-Approximately 4,000 LF g. 24-inch gravity sewer main rehabilitation (CIPPL)-Approximately 2,000 LF 4. Contract IV-Glovenia Street/Chestnut Street/Spruce Street Gravity Sewer Relocation Project consisting of relocation of approximately 1,900 LF of existing gravity collection mains to a more accessible and operable location. The existing sizes range from 6-inches to 8-inches and will be replaced with 8-inch pipe to meet 15A NCAC2T.0305(i)(1). 5. Contract V-Junction Basin Rehabilitation and Replacement Project consisting of the following, including the replacement and rehabilitation of the Smith River Outfall between King’s Highway and the Junction Pump Station: a. 8-inch gravity sewer replacement-Approximately 700 LF b. 18-inch gravity sewer replacement-Approximately 200 LF c. 18-inch gravity sewer rehabilitation (UV-Cured Liner)-Approximately 1,200 LF d. 24-inch gravity sewer replacement-Approximately 2,000 LF e. 24-inch gravity sewer rehabilitation (CIPPL)-Approximately 2,000 LF f. 36-inch gravity sewer rehabilitation (CIPPL)-Approximately 160 LF g. 6-inch water main replacement-Approximately 700 LF h. Replacement of the triple barrel (8-inch, 10-inch and 12-inch barrels) siphon and boxes with the same including temporary coffer dam of the Smith River 6. Contract VI-Kuder Street Basin Rehabilitation and Replacement Project consisting of replacement and rehabilitation of the Tackett Branch Outfall and various other deteriorated gravity sewers. Major items of work include: a. 8-inch gravity sewer replacement-Approximately 1,750 LF b. 10-inch gravity sewer replacement-Approximately 1,200 LF c. 16-inch gravity sewer replacement-Approximately 3,100 LF d. 18-inch gravity sewer replacement-Approximately 170 LF e. 8-inch gravity sewer rehabilitation (CIPPL)-Approximately 2,300 LF f. 10-inch gravity sewer rehabilitation (CIPP)-Approximately 300 LF g. 18-inch gravity sewer rehabilitation (CIPPL)-Approximately 950 LF 7. Contract VII-Dry Creek Basin Rehabilitation and Replacement Project consisting of the following major items of work: a. 8 and 12-inch gravity sewer replacement-Approximately 1,900 LF b. 8-inch gravity sewer rehabilitation (CIPPL)-Approximately 16,450 LF c. 10-inch gravity sewer rehabilitation (CIPPL)-Approximately 830 LF d. 12-inch gravity sewer rehabilitation (CIPPL)-Approximately 2,200 LF 8. Contract VIII-Neighborhood Lift Station Improvements consisting of replacement and system reliability improvements. Major items of work include: a. Replacement of the Dogwood Drive and Fourth Street Lift Station with packaged lift stations. The flow allocation of these lift stations will not be increased. b. Installation of automatic transfer switches and permanent stand-by diesel generators at the Indian Hills and Bear Slide Lift Stations

Division 03 -	Concrete.
Division 04 -	Masonry.
Division 05 -	Metals.
Division 06 -	Wood, Plastics, and Composites.
Division 07 -	Thermal and Moisture Protection.
Division 08 -	Openings.
Division 09 -	Finishes.
Division 10 -	Specialties, Signage, Toilet, Bath, and Laundry Accessories, Fire Protection Specialties, Fire Extinguishers, Storage Specialties.
Division 11 -	Equipment.
Division 12 -	Furnishings.
Division 14 -	Conveying Equipment, Scaffolding.
Division 21 -	Fire Suppression.
Division 22 -	Plumbing.
Division 23 -	Heating, Ventilating, and Air Conditioning (HVAC).
Division 26 -	Electrical.
Division 27 -	Communications, Data Communications, Voice Communications, Audio-Video Systems.
Division 28 -	Electronic Safety and Security.
Division 31 -	Earthwork.
Division 32 -	Exterior Improvements, Fences and Gates, Turf and Grasses.
Division 33 -	Utilities, Common Work Results for Utilities, Instrumentation and Control for Utilities, Water Utilities, Water Utility Distribution Piping, Water Utility Distribution Equipment, Water Utility Pumping Stations, Disinfecting of Water Utility Distribution, Water Utility Storage Tanks, Wastewater Utility Pumping Stations, Sanitary Utility Sewerage Force Mains.
Division 40 -	Process Integration, Water Process Piping.
Division 45 -	Industry-Specific Manufacturing Equipment.
Division 46 -	Water and Wastewater Equipment.