Statement of Work - STA Cape Charles Sewage Lift Station
Updated
A PDF document (175 KB) attached to USCG Station Cape Charles Sewage Lift Station Repairs, from the US Coast Guard. Due Dec 2, 2026.
File name: SOW - STA Cape Charles Sewage Lift Station.pdf
The full file is for paid members, or buy this bid alone.
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DEPARTMENT OF HOMELAND SECURITY
UNITED STATES COAST GUARD
ENGINEERING SERVICES DIVISION
SCOPE OF WORK
FOR
REPLACE SEWAGE LIFT STATION
U.S. COAST GUARD STATION
CAPE CHARLES, VA
COMMANDING OFFICER
UNITED STATES COAST GUARD
CIVIL ENGINEERING UNIT, RM 2179
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199-2060
1.0 GENERAL
1.1 BACKGROUND
1.1.1 The United States Coast Guard (USCG) Station Cape Charles must maintain their Sewage Lift Station. This project will include replacing wire, panelboards, a control board, breakers, pumps, and restoring and relining the existing concrete manhole. Prior to submitting a quote, it is mandatory to examine this SOW and visit the facility to take field evaluations and become familiar with the existing condition under which the work will be performed.
1.2 SCOPE
1.2.1 The scope of work involves all necessary parts, labor, and equipment to repair and perform necessary maintenance of the Sewage Lift Station. This maintenance is required to restore the system to an efficient and fully functioning system.
2.0 SPECIFIC REQUIREMENTS/TASKS
2.1 PRICING SCHEDULE
2.1.1 Provide a lump-sum price for all labor, materials, equipment, and supervision necessary to repair existing sewage lift station. Specific requirements are outlined in this scope of work.
2.2 REFERENCES
2.2.1 Contractor shall be provided with the following reference drawings: 2.2.1.1 PN 9212753, Electrical One-Line Diagram, Sheet E-003
2.2.1.2 PN 05-C3100, Sewage System Modifications
2.2.1.3 PN 05-C6850, Electrical Site Plan, Sheet E-01
2.3 SITE PREPARATION AND DEMOLITION
2.3.1 The Contractor shall provide, install, and maintain a temporary sewage bypass pumping system to ensure uninterrupted facility operation during the entire project period. The bypass plan must be submitted to the Contracting Officer's Representative (COR) for approval prior to commencing any work.
2.3.2 Any spills resulting from bypass failure shall be immediately reported, contained, and remediated at the Contractor’s expense in accordance with environmental regulations. 2.3.3 Disconnect, lock-out/tag-out, and remove all existing sewage pumps, controls, level sensors, alarms, and associated piping. Contractor shall remove the manhole steps and retain them for the duration of the work.
2.3.4 Contractor shall remove all remaining sludge from the vault and properly dispose of the waste. Then, the Contractor shall remove all loose, deteriorated concrete, grout any cracks or voids, and prepare the surface to ensure a sound substrate.
The beginning of the document. Download the full file to read on.