Attach_2_-_SOW_1_May_19.pdf

STATEMENT OF WORK

1.01 WORK INCLUDED

A. The contractor shall furnish all labor, materials, tools, supervision and equipment, and perform all operations necessary to accomplish all work, complete in place, as specified. Only one (1) Water Tower shall be out of service at any given time.

It is imperative that all down time on Water Towers be kept to a minimum. Refer to specifications for utility outages. Schedule any service interruptions with the COR or Contracting Officer. All repairs and maintenance work shall be done in accordance with AWWA Standard D100 and D102.

A. Per Florida statue DEP 2005, 62-555.350 “the interior of water towers shall be cleaned at least once every five years to remove bio-growths, calcium or iron/manganese deposits and sludge from inside the tanks; and shall be inspected for structural and coating integrity at least once every five years by personnel under the responsible charge of a professional engineer licensed in Florida.” Inspection to include written report with findings, recommendations, colored photographs and estimated cost of repairs. 2 copies, 1 CD, Word.

Water Towers

Tower # 7, Bldg. # 91134 250,000 gal.

Water Level 144 ft.

Tower # 808, Bldg. # 90808 250,000 gal.

Water level 125 ft.

SUMMARY OF WORK

1. Building 91134, Tower #7, 250,000 Gallon Elevated Water Storage Tank.

A. Washout and disinfect tower IAW AWWA C652-92

1 May 2019

B. Two consecutive negative BacT’s must be obtained from finished tower.

C. Repairs needed as in last report.

D. Paint interior of tank as to last report.

E. Paint exterior of tank as to last report.

2. Building 90808, Tower #808, 250,000 Gallon Elevated Water Storage Tank.

A. Washout and disinfect tower IAW AWWA C652-92.

B. Two consecutive negative BacT’s must be obtained from finished tower.

INTERIOR/EXTERIOR SURFACE PREPARATION

All interior surfaces including the floor, roof, tank walls, ladder venting, pipes and other component parts shall be prepared as set forth in the Steel Structures Painting Council Specification Surface Preparation Number 10, SSPC-SP10 “Near White” blast cleaning.

The Near-White sandblast is defined as a surface when viewed without magnification shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint. Oxides, corrosion products, and other foreign matter, except staining. At least 95% of any given surface area shall have the appearance of a Near-White blast and the remainder of that area is limited to slight discoloration. Staining shall be limited to no more than 5% of each square inch of surface area and may consist of light shadows, slight streaks or minor discolorations caused be stains of rust, stains of mill scale, or stains of previously applied paint.

INTERIOR/EXTERIOR COATING SCHEDULE

Interior Surfaces – All interior metal surfaces shall be coated with and epoxy coating system that is NSF approved.

Stripe Coat – All weld seams, nuts, bolts and sharp edges shall receive a stripe coat of Tnemec Pota-pox plus Series 140 Polyamidoamine Epoxy applied at a rate to achieve a 4.0-6.0 mils dry film thichness applied by brush or roller.

Primer Coat – All bare metal shall be painted with one full coat of Tnemec Pota-Pox Plus Series 140 Polyamidoaminee Epoxy applied at a rate to achieve 4.0-6.0 mils dry film thichness.

Finish Coat – After all interior steel has been primed, one full finish coat of Tnemec Pota-Pox Plus series 140 Polyamidoamine Epoxy shall be applied at a rate to achieve 4.0-6.0 mils dry film thickness.

Two coat interior systems shall have an average of 8.0-12.0 mils dry film thickness and the colors shall be alternated between coats.

1.02 JOB DESCRIPTION: Not Used.

1.03 LOCATION:

A. The site of the work is Hurlburt Field, Florida. See drawing for tank location on the Base.

1.04 HOURS OF WORK:

A. The Contractor shall submit a complete and detailed work schedule to the contracting officer for review and approval one week prior to the start of this project. The work schedule shall state beginning and ending dates for each of the water towers. The contractor may elect to work hours other than normal duty hours if approved by the Contracting Officer. Any work to be performed at times other than normal working hours shall be scheduled in writing 72 hours in advance to permit a government inspector to be present on the job. The normal hours of a workday shall be between 7:00 A.M. and 4:00 P.M., Monday through Friday, except federal holidays and observed installation down days.

1.05 CLEANUP AND DISPOSAL

A. The contractor shall pick up and remove all debris from the jobsite on a daily basis. The contractor shall be responsible for disposing of all scrap materials and debris generated as a result of their work at a legally approved off base dumpsite. If the contractor finds it necessary, the contractor shall provide a jobsite construction dumpster at the contractor’s own expense to include having the dumpster emptied at a legally approved dumpsite off- base. The dumpster can be used discard anything except hazardous waste, DRMO, or recyclable items.

STORMWATER MANAGEMENT

A. The contractor shall use proper control and management techniques to ensure storm water criteria are met in accordance with Federal, State and local storm water regulations. Best management practices should be used during and after construction to limit water pollutants.

1.06 STORAGE AREA

A. The contractor shall use their own storage container at the jobsite if needed. It is the contractor’s responsibility to move the container from site to site at no cost to the government. The contractor shall ensure the container’s appearance is kept in neat order with no clutter around the containers surrounding area. The contractor shall ensure all equipment, tools, and consumable materials will be securely stored in a predetermined location approved by contracting when not in use so that there is no interference with the movement or operation of military equipment. The government is not accountable for lost, stolen or damaged items due to contractor negligence.

1.07 SAFETY

A. The pertinent sections of the following publications are applicable to all work on this project.

1. U.S. Army Corps of Engineers: EM 385-1-1, Safety and Health Requirements Manual.

2. Air Force Safety and Health Standard: AFR 127-12, Air Force Occupational Safety and Health Program and applicable standards.

1.08 QUALITY CONTROL:

A. Contractor shall have at least two years experience in the preparation and painting of the interior and exterior of the water tank.

B. The contractor shall show proof of their experience by submitting previous awarded completed contracts over the last five years not to exceed a cumulative total of ten contracts for review.

C. Faulty or below standard work as described in the specifications, codes, standards, and regulations shall be re-accomplished at the contractor’s expense.

1.09 INSPECTION:

A. Personnel of the 1SOCES/CEOES and 1SOCES/CEOIW shall serve as the Authorized Government Representatives for the Contracting office.1SOCES/CEOES shall serve as the COR and 1SOCES/CEOIW shall serve as an onsite technical representative assisting the COR in the inspection and evaluation of the work and craftsmanship. The 1 SOCES/CEOES POC’s are Mr. John Foster, COR, and can be contacted at 850-884-7711 and Mr. Jeremy Isaac, COR, and can be contacted at 850-884-7524. The technical representative from 1SOCES/CEOIW is Mr. Alan Cox, Utilities Foreman, and can be contacted at 850-884-5957. Mr. Cox is the subject matter expert for 1SOCES and shall provide support to the contractor’s project manager throughout the project. The contractor shall notify the COR and CEOIU NLT 24 hours prior to beginning any of the described site work to ensure the water tower can be taken off line to perform the necessary work.

B. The COR shall make recommendations to the Contracting Officer regarding the acceptability or rejection of the work. The Contracting Officer has final authority for acceptance or rejection of work accomplished under this contract.

1.10 FIELD VERIFICATION:

A. Contractor is responsible for making and recording all necessary field measurements for completion of this work.

1.11 APPLICABLE PUBLICATIONS/REGULATIONS:

A. Publications referred to in the specifications may include reference dated that does not reflect the current status of the publication. Unless otherwise stated in the specifications (this will be accomplished by stating, “Compliance is required with this publication versus any future versions”) the current publication is the applicable publication. Where the specification further refers to deviations from these publications, these deviations will be applied to the current publication.

1.12 OTHER RESPONSIBILITIES OF THE CONTRACTOR:

A. All electrical wiring shall conform to the National Electric Code.

B. Contractor shall clean debris from work area every day before leaving.

Contractor is responsible for securing his tools/material at the end of day.

1.13 EXECUTION:

A. The contractor shall schedule painting of the tanks in such a manner as to have minimal impact on the customer’s mission.

B. The contractor shall notify the representative of the Contracting Officer of any problems encountered during work on site.

1.14 PREVIOUS INSPECTION REPORTS

A. The 1SOCES Engineering section recommended attaching previous Inspection Reports at the end of this document. The Previous Inspection Reports are for reference only. The work required to be completed by this contract is outlined in section 01 10 00 SUMMARY OF WORK.