1_A04.01_PWS_REV_1.pdf

PERFORMANCE WORK STATEMENT

SCOPE

Puget Sound Naval Shipyard (PSNS) & Intermediate Maintenance Facility San Diego Detachment (DMF) located on Naval Air Station North Island (NASNI), has a need for leased portable demineralizer (DI) water systems. DMF requires one DI system at all times, fully operational and ready for use, with a second DI system available within 24-hours’ notice.

The number of DI water systems needed during a one year period of performance fluctuates depending on the amount of work performed at the detachment.

Previous contracts for DI systems allotted to 30 regenerations per contract calendar year.

Regeneration is the process or maintenance on the demineralizer system that the company performs to its exhausted resin to restore it to proper ionic form to process water again.

SPECIFICATIONS FOR DEMINERALIZED WATER CONTRACT NASNI

1. This Specification describes the minimum requirements for the lease of demineralizer equipment to remove particulates, inorganic dissolved solids and chloroform from City of San Diego water at NASNI. This includes vendor related services necessary to meet PSNS demineralized water needs during the five year schedule.

1.1. Where “demineralizer” or “demineralization” is specified, it shall be construed to allow the use of reverse osmosis, electro-demineralization or other appropriate continuous water treatment method as all or part of the water treatment process.

1.2. Estimated gallons processed is 30,000 gallons per week, but may vary + /- 30% depending on operational demands. Usage estimates may be revised yearly to account for changing customer workload conditions.

1.3. The contractor shall provide and maintain the required leased equipment listed in paragraphs 1 through 1.2 to include maintenance and regeneration necessary to maintain equipment in a fully operational condition. The demineralizers and filters shall be leak tested and certified for minimal leakage up to and including the inlet and outlet connections prior to delivery. The demineralizer and filter media shall be delivered in a fully regenerated wetted and flushed condition suitable for immediate use. Minimal leakage is defined in Quality Assurance Surveillance Plan (QASP).

2. Description of Demineralized Water Systems

2.1. Each leased demineralizer system shall be a self-contained commercial trailer capable of producing at least 78,000 gallons of demineralized water based off of the raw water quality specified in Table 1, at a flow rate up to 75 GPM, meeting the specification of Table II, without flushing by personnel at NASNI and additional servicing by the contractor when the following utilities are connected:

A. Electrical power (110-120 volt, 60 hertz, 1 phase, or 480 volt, 60 hertz, 3 phase) for operation of conductivity meter, alarms, automatic valves, pumps, etc.

B. Fresh water meeting the specification of Table I to be processed.

C. (If required) sewer drain hose directed to NASNI gravity/pressure sewer system.

Maximum sewer backpressure is estimated to vary between 0 and 30 psig.

2.1.1. Influent fresh water is supplied via City of San Diego Water Department. Table I shows expected maximum mineral content of this water supply. The supply is a combination of well water and surface water, and may change from one to the other during the course of a year. Temperature of the supply may vary from approximately 56 o F in January to about 78 o F in August. NASNI or PSNS will provide samples to vendors for independent testing prior to submittal of offer if requested from Contract Specialist.

TABLE 1- INFLUENT WATER QUALITY

pH at 25ْC 8.9 Sulfate 171 ppm Conductivity at 25ْC 1010 μmho/cm Iron 63 ppb

Chloride 95.7 Nitrate 3.77ppm

Silica 11.8 ppm Manganese 6.7 ppb Total Hardness (Ca C03) 236 ppm Phosphate < 0.5 ppm

Alkalinity 124 ppm Chloroform 68.2 ppb

Total Organic Carbon 4.44 ppm mg/1= ppm μmg/l = ppb

2.1.2. The quality of the raw water specified in Table I processed through the demineralizer system must meet the requirements specified in Table II without flushing.

TABLE II - DEMINERALIZER SYSTEM EFFLUENT

pH at 25ْC 6.0 - 8.0 Conductivity @ 25ْC 1.0 μmhos/cm (μS/cm) maximum Chloride 0.1 ppm maximum

Silica 0.1 ppm maximum Visual Clarity No turbidity, visible oil, color, suspended solids, sediment, foreign material or resin beads Chloroform 5 ppb Sodium 20 ppb maximum Halogenenated Hydro- Carbon

0.1 ppm maximum by gas chromatograph

Non-Halogenenated Hydro- Carbon

2.0 ppm maximum by ASTM D7573, D5904 or equivalent

Water usage: 0 to 75 gpm flow rate, 30,000 gallons a week

2.1.3. Demineralizer systems shall be designed to operate unattended at a variable flow rate 0 to 75 GPM. The system shall be capable of processing the required flow rates of water for fresh water supply pressures in the range of 60 to 120 psig. Typical delivery rates are in the range of 40 to 75 gpm.

2.1.3.1. Demineralizer systems shall be constructed so the differential pressure from the inlet connection to the outlet connection is a maximum of 20 psi at maximum rated flow. A booster pump and/or recirculation pump suitable for unattended operation may be included in the trailer design.

2.1.3.2. All customer inlet and outlet connections shall be 3” stainless steel cam and groove (camlock) type quick disconnect fittings (inlet: female, outlet:

male).

2.2. Each demineralizer system shall be self-contained and installed in a commercial trailer to be easily movable by truck using a standard fifth wheel or standard trailer Intel hook connection. Trailer equipment must be maintained in good condition to enable Government employees to safely move trailers around the government facility during the rental period. Each separate major component in the trailer shall have a unique identification marking, such as a numeric or alphanumeric identification number.

2.2.1. Trailer size shall be of dimensions that can fit up to two trailers in the laydown area specified in section 3.3

2.3. Each demineralizer system shall consist of an activated carbon filter upstream of the demineralizer equipment as required to produce 78,000 gallons of demineralized water per each contractor regeneration/service interval meeting the Table II specifications for all flow rates up to 75 gpm.

2.3.1. Each demineralizer system and activated carbon filter vessel shall be ASME-stamped and provided with a high point vent and a low point drain.

2.4. Each demineralizer system shall include, but not be limited to the following:

A. A laboratory calibrated, conductivity monitoring device with a 0-10 micro-mhos/cm reading range located in the outlet line.

B. An audio and visible high conductivity alarm. In the event effluent conductivity exceeds 1.0 micromhos/cm, an audio alarm shall activate (audible at 100 db minimum at 10 feet) and a visible red indicator light alarm shall flash on the exterior of the trailer.

C. A 100-micron or finer outlet strainer to prevent resin migration and/or remove particulates.

D. A flush/sample valve.

E. An automatic shutoff valve that will stop delivery when conductivity goes out of specification. The valve shall fail shut on loss of power.

F. A flow meter/totalizer to determine the amount of water processed.

2.4.1. All valves and connections on the equipment shall be prominently marked, such as "Sample Valve" or "inlet". The outlet strainer shall be permanently labeled with the filter rating (e.g. "100-micron strainer").

2.4.2. The conductivity meter shall be labeled with a calibration sticker to verify calibration.

2.4.3. All equipment must be capable of withstanding use in a marine environment (i.e., saltwater spray) on piers and dry-docks in all seasons and be rugged enough to withstand frequent handling/moving. Materials of construction shall be corrosion-resistant.

2.5. The expected number of active leased demineralizer systems in use at one time during the period of performance is one active demineralizer system. The contractor shall have another demineralizer system available for swap-out with no break in service.

2.6. In the event that immediate relocation of the trailer containing the demineralizer system is necessary, PSNS is authorized to move the trailer to any location onboard NASNI.

PSNS will do so at its own expense and will assume responsibility for any damage done to the trailer during movement.

2.7. Trailers containing demineralizer systems shall be designed not to require additional structures for weather protection.

2.8. Trailers shall allow personnel access to the trailer interior as necessary to allow personnel to inspect and monitor equipment and operate valves inside the trailer.

3. PSNS at NASNI shall accomplish the following:

3.1. Determine sites requiring demineralizer systems, the number demineralizer systems required, and the period of performance for each demineralizer system at each site.

PSNS technical point of contact will effect ordering.

3.2. Notify the contractor of depleted, defective, or otherwise inoperable demineralizer systems that need to be replaced or repaired. The PSNS technical point of contact will coordinate responsibility.

3.3. Provide a laydown area capable of accommodating 2 trailers in a 45’L x 35’W X 25’H area.

3.4. Furnish connection hoses to and from the trailers containing the demineralizer system.

Connect and disconnect the demineralizer trailers for service.

3.5. Accomplish repairs to contain leaks or ruptures to maintain compliance with San Diego standards for dumping water.

3.6. Read and record demineralizer system flow meter/totalizer readings to determine the amount of water processed. Provide flow meter/totalizer readings to contractor upon request to assist in trailer capacity determinations.

3.7. Operate all contractor-provided demineralizer systems per contractor-provided instructions.

3.8. Provide influent water samples to contractor for independent testing prior to offer if requested.

3.9. Provide electrical power to the trailer containing the demineralizer system.

4. The contractor shall accomplish the following:

4.1. Provide newly regenerated/serviced demineralizer systems to replace depleted demineralizer systems within 24 hours of oral or written notification, when requested by the Contracting Officer’s Representative (COR) or other authorized Government representative. A longer time may be allowed on a case-by-case basis, if mutually agreed upon by the COR and the contractor.

4.1.1. The depleted demineralizer system shall be regenerated at the contractor's facility to operate at 100% of rated capacity. Trailers shall be returned/provided with all regeneration chemicals flushed out and inlet/outlet connections closed and capped.

No regeneration of the demineralizer system will be done at NASNI.

4.1.2. The contractor shall prorate the cost per regeneration for any unit(s) failing to produce 78,000 gallons of demineralized water meeting the specifications of Table II. Example: If a unit produces only 39,000 gallons of quality water, the Government will pay only 50% of the regeneration fee. Contractor performance will be measured using the Quality Assurance Surveillance Plan (QASP). Continuous issues made known to contractor by the government will be remedied through contract discrepancy reports.

4.1.3. The contractor may, at contractor expense, collect influent water quality data either at point-of-use or in cooperation with the City of San Diego Water Department as needed to support demineralizer capacity determination

4.2. Deliver trailers containing demineralizer systems to the designated site upon mutual agreement between the COR or authorized government representative and the contractor.

4.3. Provide sample analysis test report for each demineralizer system upon delivery of the trailer to NASNI. The sample analysis test report shall include qualitative verification that the requirements of paragraph 2.1.2 have been met. The following items must be included:

pH at 25 o C 6.0 - 8.0 Conductivity @ 25 o C 1.0 umhos/cm maximum Chloride 0.1 ppm maximum Silica 0.1 ppm maximum

Visual Clarity No turbidity, visible oil, color, suspended solids, sediment, foreign material or resin beads

Sodium 20 ppb maximum

4.4. Furnish written instructions for the operation of contractor owned equipment. Instruction shall include: initial start-up, restart of idle trailers, and any other information pertinent to the operation of the demineralizer systems and their respective trailer. Instructions shall be clearly posted on a weatherproof placard on each trailer.

4.5. When requested, provide on-site training to PSNS personnel at NASNI for the operation of contractor owned equipment. Training shall include initial start-up, restarting idle demineralizer systems, information pertinent to operation of the demineralizer systems and their trailers, and emergency on-site maintenance. Date, time, location shall be set forth in writing.

4.6. Provide Safety Data Sheets for the demineralizer resin media.

4.7. Provide on-site maintenance service to equipment, as required. Repairs shall normally be accomplished during on-site maintenance.

4.7.1. Provide a technician/representative available for emergency contact 24 hours a day, seven days a week, to respond to equipment failure, bad quality, depleted demineralizer systems, major leaks and any other equipment related issues or failures. When contractor representative is requested on-site, response time shall be 24 hours from call maximum unless otherwise extended by PSNS. The problem must be corrected in 24 hours or another demineralizer system shall be provided within 24 hours of the original notification of the problem.

4.8. The contractor shall provide at no additional cost to the government an activated carbon filter upstream of the demineralizer. Regular inspection of the activated carbon filter will be accomplished.

4.8.1. Ensure that the carbon tank is clean and maintained at minimal leaks. The leak rate is defined in the QASP. The visual inspection shall be done when a demineralizer system is accepted and the visual inspection is recorded on the Mobile DI Certificate of Quality copy given to the government representative.

4.9. Ensure that the conductivity requirement of paragraph 2.1.2 are meet prior to using.

4.9.1. If the conductivity does not measure low enough, the flush volume will not count towards the total volume of water the demineralizer system must provide.

4.10. Single focal point for invoicing. Invoice PSNS once a month for equipment and services provided by the contractor to meet the requirements of this contract. No charges shall accrue for depleted demineralizer system remaining at NASNI after the contractor has been notified to remove the demineralizer system and their trailer for regeneration.

4.10.1. Contractor shall provide a single point of contact for all invoicing, ordering, and other contractual management issues that occur.

4.11. Calibrate the conductivity meter of each demineralizer trailer per the manufacturer’s suggested schedule or annually whichever occurs first.

4.12. Provide trailers and their demineralizer system in ready-to-use condition meeting the requirements of this specification. The government representative will perform receipt inspection of trailers and their demineralizer system. Failure to meet this specification will be cause for immediate rejection of trailers and their demineralizer system.