ATTACHMENT_A_SOW.docx

STATEMENT OF WORK

USCG BASE – ELIZABETH CITY, NC

Department of Homeland Security United States Coast Guard

Scope of Work For Building 63 Sanitary Sewer Piping Investigation, Repair and Lining

At U.S. Coast Guard Base Elizabeth City, North Carolina

February 2016

Commanding Officer United States Coast Guard Base Elizabeth City Facilities Engineering Department Elizabeth City, NC 27909

SCOPE:

Contractor shall supply all supervision, labor, equipment, parts and materials necessary to conduct a visual inspection of the sanitary sewer drain piping in Building 63, hydro-jet sanitary piping to remove accumulated debris, make repairs to a 10 ft section that is damaged and/or misaligned piping, and line the main sewer drain piping. This work is located at USCG Base Elizabeth City, NC in building 63.

1. GOVERNMENT FACILITIES AND UTILITIES:

Electrical and potable water are available on the site. The Contractor will be permitted to utilize these utilities in performing the work, provided that the existing systems are not overloaded. Telephone services will not be available for use by the contractor. Restroom facilities will not be available for use by Contractor personnel. The Contractor must furnish a portable toilet for use by the Contractor’s personnel.

2. MATERIALS AND LOCATIONS:

a) Materials shall be delivered to the jobsite in their original unopened packages, clearly marked with the manufacturer’s name, brand name, and description of contents. Stored materials shall be protected from sunlight, and kept away from excessive heat. The contractor shall not store any highly flammable materials in the work area. Sufficient area for staging is available on site; storage areas will be pre-approved by the Contracting Officers Representative (COR). Special precautions shall be taken to ensure all materials and debris does not enter the airfield, runways, or taxiways.

b) The Contractor is required to comply with local VOC laws and regulations. All applicable Material Safety Data Sheets (MSDS) shall be available upon request.

3. SCHEDULE OF WORK:

Completion of work shall be accomplished within 45 calendar days from acceptance of submittals. The Contractor shall perform all work after normal Base work hours. The Base normal working hours are 8:00 am to 4:30 pm, Monday through Friday. This contract will require that all work be conducted from 4:30pm Friday afternoon through Sunday afternoon by 7:00pm. Work that is required to be performed inside the Mechanical room can be performed during the week if approved by the COR.

4. EXISTING CONDITIONS:

a) The contractor is expected to satisfy himself as to the existing conditions and the work to be performed. The contractor shall verify all dimensions and equipment data prior to ordering materials and commencement of work.

b) The existing sanitary sewer line from the furthest clean out port to the manhole is believed to be the original line installed in 1977. It is a 4 to 5 inch diameter cast iron line approximately 260 feet in length.

c) A site visit should be arranged with Mr. Mark Croley at (252) 335-6965.

d) A section of the sewer drain pipe located inside the Mechanical room close to the sewer pumping station pit has been identified as being a source of problem due to pipe misalignment and is required to be repaired by this contract.

5. LIABILITY OF CONTRACTOR:

Any damage to government property caused by the contractor shall be repaired or replaced by the contractor at no cost to the government. The contractor shall not disconnect any service without approval from the COR.

6. INSPECTION AND ACCEPTANCE:

The COR will accomplish inspection and acceptance of work.

7. SAFETY:

The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the designated work area, prevents damage to property, and avoids work interruptions. To accomplish this end, the Contractor shall provide appropriate safety barricades, signs, signal lights, etc. as well as complying with the requirements of all Federal, State and Local safety laws, rules and regulations.

8. SITE RESTORATION & CLEAN UP:

The work site shall be cleaned up at the completion of each workday. Contractor shall take special care to contain dust while working. Upon completion of the job, the Contractor shall clean up the job site, returning it to a state of cleanliness equal to or exceeding that in which it was found. The Contractor shall properly dispose of any trash, extra materials, dirt, debris, or other litter that remains. There will be no final acceptance of the contract until the Contracting Officer’s Representative approves the appearance of the job site.

9. GOVERNMENT FACILITIES AND REGULATIONS:

The Contractor, their employees, and any sub-contractors shall become familiar with and obey all Base/ Unit regulations. All personnel employed on the project shall keep within the limits of the work area, and shall not enter any other area outside of the work site unless to do so in the performance of their duties. There shall be No Smoking in any Coast Guard building.

10. CONTRACTING OFFICER’S TECHNICAL REPRESENTATIVE:

The Contracting Officer’s Representative (COR) will be designated at the notice to proceed.

11. TECHNICAL REQUIREMENTS:

Provide inspection services for approximately 260 feet of sanitary sewer. (see referenced drawings)

a) The sanitary line in question runs from the floor clean out located in the warehouse to the West Mechanical room sewer pumping station. The intent of this inspection is to find out the condition of the sanitary sewer in question and identify possible causes of the deteriorated flow through the line.

b) Remove all foreign objects from the sanitary piping with a cable/chain machine. Hydro-jet sanitary piping to remove accumulated debris.

c) Line inspection to include running a video camera through the entire sanitary piping system to determine the condition of the piping.

d) Provide brief written description of findings to USCG Base Elizabeth City, NC Facility Engineering Department. Include a video DVD and drawings with a sketch of the location of all sanitary piping on the attached drawings and location of any damaged piping. Reports shall be delivered to Mr. Mark Croley. If you have any questions, please contact, Mr. Mark Croley at (253) 335-6569.

e) Provide all supervision, labor, equipment, parts and materials necessary to repair a section of sanitary sewer line ten (10) feet in length.

1) Repair will include all necessary work needed to conduct repair including, but not limited to: location of the deteriorated area, saw cutting & demolition of existing cement slab, excavating surrounding area for access, repair/ replacement of existing pipe with compatible materials, proper back fill and compaction, and replacement of concrete flooring to existing conditions.

2) All equipment that may be above the section needing repair will be disconnected and relocated by the government.

f) Provide all supervision, labor, equipment, parts and materials necessary to clean and re-line approximately 260 feet of sanitary sewer piping.

1) Re-line the existing sewer line and all repaired sections with a non-invasive liner which has a minimum life expectancy greater than 25 years.

2) Cut out/ trim liner as required to open all lateral drain and vent openings in the lined pipe.

3) Provide a post repair and pipe lining video DVD showing the completed repair and work.

12. REFRENCES: See provided PDF drawings.

· Sheet Number ND-3328-M5

· Sheet number ND-3328-M10

· Sheet Number ND-3328-M3

13. TEST AND PERFORMANCE:

The Contractor shall notify the Contracting Officer’s Representative (COR) 5 days before the performance, inspection and acceptance tests are to be conducted. The tests shall be performed in the presence of the COR. COR will be designated upon award of the contract.

14. EXECUTION:

Installation, workmanship, fabrication, assembly, erection, examination, inspection and testing shall be in accordance with appropriate sections of 29 CFR 1910, 1926.

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