SOW_Repair_Water_Storage_Tanks_Rev2.pdf

B&F 1B2X Repair Water Storage Tanks

REPAIR WATER STORAGE TANKS

FEDERAL CORRECTIONAL COMPLEX

PETERSBURG, VIRGINIA

STATEMENT OF WORK

Prepared By:

U.S. DEPARTMENT OF JUSTICE

Federal Bureau of Prisons FCC Petersburg, Virginia 1060 River Road Hopewell, VA 23860

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B&F 1B2X Repair Wa t er S torage Tanks

STATEMENT OF WORK

Repair Water Storage Tanks

Federal Correctional Complex Petersburg

A. SUMMARY OF WORK & PLACE OF PERFORMANCE

The Federal Bureau of Prisons (FBOP), Federal Correctional Complex Petersburg, located at 1060 River Road, Hopewell, Virginia is soliciting a contract for the labor, materials and equipment necessary to repair a 500,000 gallon elevated water tank and a 500,000 gallon ground water tank.

B. SCHEDULE

The regular working hours for contract services shall be 7:30 a.m. to 4:00 p.m. Monday through Friday, with the exception of federal holidays. Contract work will continue until the completion of the work, and it is fully functional. The contract work period shall not exceed ninety (98) calendar days. The contractor shall provide a written request to the Contracting Officer (CO) for approval of changes to the work schedule.

C. CONTRACTOR RESPONSIBILITIES

The Contractor shall be responsible for proper tool and equipment accountability/control and daily clean-up of affected work areas.

D. METHOD OF PERFORMANCE

The services/work provided, being professional in nature, will be consistent with the policy required by the Facilities Department of the Federal Bureau of Prisons.

The institution’s Contracting Officer (CO), without delegation, is authorized to take actions on behalf of the government to modify the contract terms, conditions, requirements, details, and/or delivery schedule(s).

However, the CO may delegate in writing, certain responsibilities to an authorized representative. The services/work shall be monitored by a Contract Officer’s Representative (COR). The COR will monitor/observe the day to day operations of the project and serve as liaison between the institution and the contractor. The COR shall be the main contact for scheduling, site access, testing and final inspection, etc… The contractor shall immediately contact the COR if discrepancies are discovered that may impact project schedule or cost. The contractor shall observe all safety regulations (i.e.; OSHA) and all Government security regulations. Minor material and work not specified or shown, but necessary for the completion of this project, shall be provided, without additional compensation from the Government. The Federal Bureau of Prisons reserves the right to suspend, limit or revoke the contractor’s privileges at the facility due to violations of Federal Bureau of Prisons security procedures.

E. INMATE MANAGEMENT

The Contractor shall adhere to all regulations and guidelines prescribed by the institution, to include guidelines relating to safety, custody, and conduct. The Contractor shall be escorted by institutional staff at all times and will have limited contact with the inmate population. The Contractor shall not move unescorted on institution grounds or have unsupervised contact with inmates. Any violations of the institution rules and regulations regarding inmate contact will result in administrative action.

F. INSTITUTION SECURITY

The security check-out process will require the completion of an Authority to Release Information form, and a National Crime Information Check (NCIC). Contractor personnel shall wear clothes that are suitable for the work they are performing. The inmate population wears khaki and olive green clothes. For this reason, no Bureau of Prisons employees or contract personnel can wear these colors. No sleeveless shirts (tank tops), or camouflage clothing is allowed. The contractor shall be constantly aware of security and maintain a professional relationship with the inmates at all times if they come in contact with the inmate population. Any violations of the institution rules and regulations are to be brought immediately to the attention of the appointed Government employee for prompt and proper action. Contractors will not have unsupervised contact with inmates. Contractors will not supervise inmates and will not be responsible for the administrative management of inmates. Contractors will be escorted by Federal Bureau of Prisons staff members, at all times. If a contract worker recognizes an inmate, report it to your escorting staff immediately. Recognition of an inmate must be documented.

Tool inventory/control:

Tool accountability is the responsibility of the contractor. All tools must be inventoried entering and exiting the work site and must be accounted for at the end of each day. Any broken tools shall be inventoried and all parts must be accounted for on each broken tool. Report any lost, missing or broken tools to the escorting staff immediately. Do not leave equipment and/or tools lying around the work site. Don’t spread yourself or your work crew too thin that you lose good management of your equipment and tools. Bring only the items being utilized for that day’s work.

Key Control:

All keys must be accounted for and should be kept under good control management.

Report any missing keys (including personal keys) to the staff escorting officer immediately.

Weapons:

Weapons are strictly prohibited. No weapons are allowed on institution property, including stored weapons in contract workers’ personal vehicles. All vehicles entering the property are subject to search procedures. All contract workers shall be instructed to leave all weapons at their residence.

Weather:

During inclement weather (e.g.; fog, snow, etc…) where visibility is inadequate for security reasons, personnel, materials, equipment and tools may not be allowed to enter the work site.

Vehicles:

All vehicles entering the grounds must be removed at the end of each work day. When vehicles are not being utilized or operated, the vehicle shall be turned off and the keys secured.

Communication Devices:

No cell phones, pagers, two-way radios or communication devices of any kind are permitted on the grounds of the institution.

G. GENERAL PROJECT REQUIREMENTS

The contractor shall provide all materials, equipment, and labor necessary to repair a 500,000 gallon elevated water tank and a 500,000 gallon ground water tank.

Elevated Tank

1. Adjust the windage rods as required by AWWA D100-11;

3.1.4 needed to withstand 100 mph winds blowing from any direction.

2. Replace the existing 16” roof vent with a vacuum-pressure, frost proof vent and screen per AWWA D100- 11; 5.5.2 See attached Photo #1

3. Gouge out and re-weld the vertical seam where buckling is present per AWWA D100. See attached Photo #2

4. There is sediment and debris in the tank. Perform an interior cleanout in order to prevent contamination issues associated with excessive sediment buildup.

See Attached Photo #3

5. Replace the existing obstruction light with new 120v LED FAA Type L-810 obstruction lighting fixture.

See Attached Photo #4

Ground Tank

6. Replace the existing 11” roof vent with a vacuum-pressure, frost proof vent and screen. See Attached Photo #5

7. There is sediment and debris in the tank. Perform an interior cleanout in order to prevent contamination issues associated with excessive sediment buildup. See Attached Photo #6

8. Coatings Surface Preparation: Power wash the exterior and interior surface where paint was removed or damaged for repairs using 3,500 PSI with a rotating turbo nozzle to remove all loose paint, rust, dirt, scale and foreign matter. Great Lakes Laboratories Extra Muscle Pre-paint Cleaner or equivalent non-residual pre-paint cleaner shall be used prior to power washing to help remove all the existing chalk from the surface prior to painting. SSPC-SP3 Power Tool Clean all rust and corrosion, feather the edges of tightly adhered existing coating.

Interior Coating (NSF Approved)

Apply one Coat of Series 22FC Epoxoline applied at 12.0-16.0 dry mils Color White

Exterior Coating

Spot Prime: Series 27 Typoxy F.C. or Series 1 Omnithane or equal applied at 3.0-4.0 dry mils.

Color Gray

2nd Coat: Series 27 Typoxy F.C. or equal applied at

3.0-4.0 dry mils. Color Light Grey

3rd Coat: Series 73U Endura-Shield or equal applied at 2.0-3.0 dry mils. Color White

9. Install a temporary water pump to maintain system pressure while the elevated tank is out of service.

10. Before putting the tanks back in service, the elevated tank and ground must be disinfected within the AWWA Standard C652-92.

H. PERFORMANCE VERIFICATION TESTING

1. The Contractor shall operate and monitor the completed work to ensure it is working as intended.

2. The Contractor shall correct or replace any deficient items identified by COR on work performed at no cost to the government.

3. Provide photos of work on each item of repair/cleaning for verification of work completed.

I. WARRANTY

The Contractor shall forward any manufactures warranty to the COR immediately after the completion of the work performed.

Contractor to provide a one (1) year workmanship warranty on all work performed under this contract.

END STATEMENT OF WORK

Photos

FCC Petersburg Elevated Water Tank 500,000 Gal Steel Welded Low Water Level 130’ High Water Level - Overflow 168’ Diameter 50’

FCC Petersburg Ground Water Tank 500,000 Gal Steel Welded Diameter 50’ Height 34’

Photo # 1 Elevated Water Tower Roof Vent

Photo #2 Elevated Water Tower Buckled Seam

Photo #3 Elevated Water Tower Sediment

Photo #4 Elevated Water Tower Obstruction Light

Photo #5 Ground Water Tank Roof Vent

Photo #6 Ground Water Tank Sediment