AMENDMENT 0002.pdf

ARMY CONTRACTING COMMAND - REDSTONE

CARLOS BERNAL 361-961-2643

CORPUS CHRISTI ARMY DEPOT

9035 OCEAN DR. BLDG 10, MAIL STOP 18

CORPUS CHRISTI TX 78419-5260

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this Amendment is to:

1. Add FAR Provision 52.204-22, Alternative Line Item Proposal.

2. Extend the closing date from 28 August 2023 at 04:30 PM to 05 September 2023 at 04:30 PM.

3. Add Statement of Work paragraph 2.4.4.4.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 47

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 24-Aug-2023

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912NW23R0009

X 9B. DATED (SEE ITEM 11)

28-Jul-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

24-Aug-2023

CODE

ARMY CONTRACTING COMMAND - REDSTONE

CONTRACTING OFFICE

CORPUS CHRISTI ARMY DEPOT

9035 OCEAN DR. BLDG 10, MAIL STOP 18

CORPUS CHRISTI TX 78419-5260

W912NW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912NW

FACILITY CODECODE

EMAIL:TEL:

W912NW23R0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 28-Aug-2023 04:30 PM to 05-Sep-2023 04:30 PM.

The following have been added by reference:

52.204-22 Alternative Line Item Proposal JAN 2017

The following have been modified:

SOW

1. General

1.1. Objective: The Contractor shall manufacture, deliver, and install a turnkey Immersion Cleaning and Wastewater Minimization System.

1.2. Corpus Christi Army Depot (CCAD) Mission: CCAD performs overhaul, repair, modification, retrofit, and modernization of aircraft systems and other systems as assigned; maintains a mobilization and training base to provide capability for mission support during any contingency; provides maintenance support services for special projects as assigned; exercises command control over assigned activities; and provides on‐site technical assistance in the inspection, maintenance, and repair of customer aircraft, engines, and components.

1.3. Background: CCAD is currently having Building 1700.3 constructed via a military construction/Army authority project. This building is being built adjacent to Building 1700.2, which currently houses shops to assemble and test transmissions for various aircraft. Building 1700.3 will contain shops that directly support activities in Building 1700 such as: bearing shop, machine and grinding shops, workstation requirements kitting areas, non‐ destructive inspection shop, shot peen shop, paint prep and paint shop.

1.4. Completion Date: The Contractor shall deliver and install the Immersion Cleaning and Wastewater Minimization System within twenty-four (24) months from contract award.

1.5. Occupancy date: The Government anticipates receiving occupancy on or about 1 September 2023. This date represents the day that non‐ construction personnel, to include Government and Contractor personnel, can enter the building and begin work related activities. CCAD does not have any control or authority on the occupancy date.

1.6. Building 1700.3 Utilities: CCAD anticipates that building utilities (air, water and electricity) will be provided when the building is released for occupancy.

1.7. Operational procedures:

1.7.1. Recognized federal holidays: the following is a list of federal holidays. The Contractor shall not deliver or conduct installation on these days or their federally recognized observance days unless required by the Contracting Officer’s Representative (COR) or the Contracting Officer (KO).

New Year’s Day Martin Luther King Jr’s Birthday President’s Day Memorial Day Juneteenth National Independence Day Independence Day Labor Day Columbus Day Veteran’s Day Thanksgiving Day Christmas Day

1.7.2. CCAD Closure: CCAD may schedule a shutdown period of approximately 40 working hours between Christmas Day and New Year’s Day holiday. CCAD may schedule a shutdown period at other times. The Contractor shall comply with administrative closing procedures for CCAD. Announcements of closures will be made through the KO and COR.

1.7.3. CCAD Core Hours: Core hours of operation at CCAD are based on a 9/8/80 alternative workweek schedule. First week from Monday through Friday from 0600 to 1530. Second week from Monday through Thursday 0600 to 1430 and Friday closed. This alternative schedule will continue consecutively until further notice, except on United States holidays or when the Government facility/installation is closed due to local or national emergencies, administrative closings, or similar Government directed facility/installation closings.

1.7.4. Non‐Personnel Services Statement: Contractor employees performing under this contract shall be controlled, directed, and supervised at all times by management personnel of the Contractor. Contractor employees shall perform their duties independent of, and without the supervision of, any Government official.

1.7.5. Location of Delivery and Installation: All items shall be delivered and install at Building 1700.3 on Naval Air Station Corpus Christi (NASCC). Corpus Christi, TX is located by the Gulf of Mexico in south Texas, approximately 210 miles southwest of Houston, 150 miles south of San Antonio, and 150 miles north of Mexico.

CCAD is a 154‐acre industrial complex located within the confines NASCC.

1.7.6. Trash And Debris Removal: The Contractor shall keep the work area free of waste materials and rubbish accumulations at all times. The Contractor shall leave the work area and premises in a clean, neat and organized condition and provide a dumpster for all metallic materials, shipping containers, or other materials generated during the installation phase. The Contractor shall place dumpsters in an area designated by the Government.

1.7.7. Contractor Provided Equipment Requirements: The Contractor shall use only propane, electric, hydraulic or pneumatic equipment inside Government buildings. Gasoline driven equipment is not permitted inside any Government building under any circumstance. All forklifts shall have an on-board portable fire extinguisher. The Contractor shall be required to obtain all cutting and welding permits required by the NASCC Fire Protection Inspector: 361‐961‐3491/3492. The Contractor shall notify the Navy Fire Department to obtain necessary permits for each working day.

1.7.8. On and Off-Loading Equipment: The Contractor shall be responsible for offloading all equipment and tools in Building 1700.3.

1.7.8.1. The Contractor shall be responsible for preservation, packing, shipping, un‐packing, on‐site placement at CCAD and storage in accordance with the manufacturer’s commercial practices. The Contractor shall provide an on‐ site, fully authorized representative for all receipt of goods. The Government will not provide storage for shipped equipment and materials. The Contractor shall be responsible for the storage and handling of equipment and materials.

1.7.9. Travel Expenses: The Contractor shall be responsible for all travel expenses associated with this requirement.

1.7.10. Standards and Procedures: Applicable building, safety, construction, federal and process standards and procedures are listed in Appendix C: Standards and Regulations.

1.7.10.1. Approvals: Government approvals for any product, design, specification or document does not negate the Contractor’s ultimate responsibility for meeting standards, codes and regulatory agency requirements.

1.7.10.2. Standard By Reference: When a reference in this document is made to an industry specification, a manufacture, trade or trade association, an industry, or other generally recognized source, such are hereby made a part of the specification and shall have the same force and effect as though referenced in this document.

1.7.10.3. Competing Regulations: In the event of competing regulations and requirements for this installation, the strictest shall be enforced.

2. Immersion Cleaning and Wastewater Minimization System Specifications

2.1. Immersion Cleaning System: The Contractor shall design and install an Immersion Cleaning System that is capable of creating powertrain and engine components that are visually free of solid and liquid contaminants.

2.1.1. Cleaning Lines

2.1.1.1. System will consist of six (6) individual cleaning lines with attributes including size and weight of typical parts detailed in Table 1.

Table 1: Cleaning Lines

2.1.1.2. Each cleaning line shall be installed according to BLDG1700-3_VerA_Rev30.

2.1.1.3. Cleaning line construction shall consist of material resistant to chemicals used in cleaning process.

Expected material is stainless steel.

2.1.1.4. Cleaning lines shall have a spill containment basin under the entire line to prevent any drips or leaks from reaching the building floor. Basins shall be made with the same material requirements in 2.1.1.3.

2.1.1.5. Shall be constructed to totally enclose the process to manage exposure to process vapors, odors, and heat gain.

2.1.1.6. Shall include windows along process line for visual inspection and operation monitoring.

2.1.1.7. Shall be constructed with means for operator to safely and easily add process chemicals and water. Shall include the following provisions:

Line Name Chemistry Chemistry Temp (°F)

Rinse Temp (°F)

Ultrasonics Required

# of Cascading Rinse Pairs

Max Part Length (in)

Max Part Width (in)

Max Part Heigh t (in)

Max Part Weight (lb)

200A1, 200A2, 200A3

Paint Strip Cee-Bee A-477 185-195 185 No 1 41 30 21 50

200B Alkaline Rust Remover

Cee-Bee A Intex 8201 Degreaser

125-145 Ambient Yes 1 16 7 6 40

500 Cosomoline Remover

Chevron Heat Transfer Oil 46

140-170 180 No 1 31 31 21 75

400B* Cadmium Removal

Turco 4181L

190-200 Ambient No 2 72 20 12 150

Ammonium Nitrate

Ambient Ambient

*Line 400B shall use multiple chemical processes in the same cleaning line

2.1.1.7.1. An access port to pump chemistry from a 55-gallon drum into processing vat.

2.1.1.7.2. Waterline plumbed to the processing and rinse vats for filling.

2.1.1.7.3. Method for adding and mixing dry chemicals into process vat.

2.1.1.7.4. Method for pulling chemistry samples for in process testing.

2.1.1.8. Shall be constructed with all valves, pumps, filters, heaters easily accessible.

2.1.1.9. Shall provide method of removing spent chemistry to containers (Tote/Drum)

2.1.1.10. Shall include method to pump wastewater from cleaning line to waste minimization area utilizing contractor supplied 2” diameter pipe located in supplied trenches. For trench location and specifics, see Powertrain Ph III Machining Dwgs Vol 1 and 2022-07-15_Immersion Cleaning Slabs & Trenching.

2.1.1.11. Shall include double cascading rinse systems. See Table 1 for Quantity of each rinse pairs per line.

2.1.1.12. Shall heat and maintain chemical and rinse vats to a user specified temperature. Table 1 lists required temperatures.

2.1.1.13. Shall provide vat agitation with a variable rate ranging from a 20-240 strokes per minute.

2.1.1.14. Shall include hot air knife dryers capable of completely drying parts.

2.1.1.15. Shall convey baskets of parts from cleaning line induction to end of cycle without parts contacting metal or one another or require aid from the operator.

2.1.1.16. Ultrasonics Cleaning: Lines requiring Ultrasonic Cleaning (See Table 1) shall have ultrasonic agitation capability including user defined variable frequency and power settings. Frequency shall be able to provide a range of 0-50 kHz minimum at a power level of 30-50 watt/gallon or better.

2.1.1.17. Cleaning lines shall function independently of one another and controlled separately by operator.

2.1.1.18. Each immersion line shall include a minimum of eight (8) parts baskets sized to fit the line and constructed to prevent parts from contacting any metal surface and from retaining liquids while not degrading due to exposure to process chemicals, or oven temperatures up to 500°F.

2.1.2. Ventilation

2.1.2.1. All immersion cleaning lines shall be constructed with vent hoods to totally enclose and separate the unit from building air during normal operation.

2.1.2.1.1. Each unit shall exhaust all air out of the building through the roof via supplied curbs and penetrations.

2.1.2.1.2. Cleaning lines shall mechanically supply make-up air to create a self-contained air flow within a given cleaning line hood. B1700.3 supplies curbs and penetrations for make-up air.

2.1.2.1.3. All exhaust and make-up blowers and equipment shall be mounted within the building, not on the roof and adhere to all applicable regulations such as UFC 3-410-04 (Industrial Ventilation), OSHA 29 CFR 1910.94, (Ventilation), and OSHA 40 CFR 53.463 (Air Program)

2.1.2.2. Cleaning Lines shall have variable Air flow rates determined by process status.

2.1.2.2.1. During parts processing, the system shall ramp up to create a negative pressure in relation to the surrounding building.

2.1.2.2.2. During line idle time, the ventilation system shall slow down to a minimum speed to conserve energy

2.1.2.2.3. During a building emergency (such as fire), the system will stop all air flow to prohibit supplying any potential fire with oxygen.

2.1.2.3. Cleaning lines shall have an emergency stop function that will place all parts baskets in a safe condition, close all cleaning vat lids, and stop all air circulation.

2.1.3. System Test Plan: The Contractor shall provide a test plan that verifies the specifications are met, prior to testing the enclosure for Government review and acceptance. Test Plans shall be in accordance with DI-NDTI- 80566A Test Plan, CDRL A001

2.1.4. Site Preparation and Installation Plan: The Contractor shall provide a Site Preparation and Installation Plan prior to starting installation work. Site Preparation and Installation Plan shall be in accordance with DI-MGMT- 80033A Site Preparation Requirements and Installation Plan, CDRL A002.

2.1.5. System Drawing: The System Drawing for the Immersion Cleaning System shall contain enclosure electrical drawings, layout drawings, panel designs and assembly drawings, panel material specifications, HVAC design. System Drawings shall be in accordance with DI-SESS-81000F Product Engineering Design Data and Associated Lists, CDRL A003.

2.1.6. Technical Manual: The Contractor shall provide a Technical Manual for the Immersion Cleaning System that includes all system components: HVAC, electrical, instrumentation, sensors, etc. Equipment Technical Manuals shall be in accordance with DI-TMSS-81675A Equipment Technical Manual (Sanitized), CDRL A004.

2.2. Pressure Washing Systems

2.2.1. The Contractor shall construct a pressure washing system. System shall consist of a five-sided booth, a lifting device and 2 pressure generating units.

2.2.2. System Design and Assembly: The Contractor shall design and install a prefabricated spray enclosure and include provisions for equipment that will be utilized in pressure washing areas. The Contractor shall provide the following:

2.2.3. Spray Booth

2.2.3.1. Size and Layout: The spray enclosure shall have interior dimensions of approximately 12’W x 11’L x 15’ H.

2.2.3.1.1. The spray booth shall be of prefabricated, modular materials and shall be maintenance free, free of wood or wooden like material, noncombustible, waterproof, and rated for industrial uses and applications.

2.2.3.1.2. Wall coatings shall be smooth for easy cleaning and prohibit water spray from collecting.

2.2.3.1.3. The roof shall not be load rated. No equipment shall be placed on the roof. All connections and equipment shall be accessible from ground level using a ladder or mechanical lift. The Contractor shall label the booth roof as non-loadbearing and not capable of supporting weight.

2.2.3.1.4. The enclosure shall have one curtained doorway for entry of people and parts. Curtain shall be able to keep errant spray and overspray in the booth.

2.2.3.1.5. The spray booth shall have a pass through for equipment hoses.

2.2.3.2. Electrical System: The Contractor shall consider the entire Electrical System (including hardware) as a wet area. All fixtures and connections shall be protected from moisture.

2.2.3.3. Lighting: The Contractor shall provide general overhead LED lighting that provides 100 foot-candles of light as measured at any point 36 inches above the floor within the enclosure and shall uniformly illuminate the floor. The fixtures and bulbs shall be easy to replace from inside the enclosure.

2.2.3.4. Exhaust System: The spray booth shall be equipped with a 250 cfm or better exhaust system.

2.2.3.4.1. The exhaust system shall be constructed of a 14” diameter exhaust stack extending through a provided penetration in B1700.3 roof.

2.2.3.4.2. All exhaust equipment shall be mounted within the building, not on the roof. The exhaust system shall adhere to all applicable regulations such as UFC 3-410-04 (Industrial Ventilation), OSHA 29 CFR 1910.94, (Ventilation), and OSHA 40 CFR 53.463 (Air Program)

2.2.3.4.3. Exhaust fan will be controllable by the operator for use only when the cleaning operations are conducted in the spray booth. A timer shall be included with the exhaust fan controls to prevent the booth from excessive operation when not in use.

2.2.3.5. Waste Water Minimization: The system shall include method to pump wastewater from spray booth sump to waste minimization area utilizing contractor installed 2” diameter pipe located in supplied trenches. For trench location and specifics, see Powertrain Ph III Machining Dwgs Vol 1 and 2022-07-15_Immersion Cleaning Slabs & Trenching

2.2.4. Pressure Washing System:

2.2.4.1. Pressure Washer: The Contractor shall install two (2) units

2.2.4.1.1. Discharge rate of 4.0 gpm at a pressure of 2,200 psi or better.

2.2.4.1.2. Shall include a heater to heat water to user set point between 80° and 200°F.

2.2.4.1.2.1 If using natural gas as the heating power source, the contractor shall install an exhaust stack from the unit to the building supplied roof penetration.

2.2.4.1.2.2 All exhaust equipment will be mounted within the building, not on the roof and adhere to all applicable regulations such as UFC 3-410-04 (Industrial Ventilation), OSHA 29 CFR 1910.94, (Ventilation), and OSHA 40 CFR 53.463 (Air Program)

2.2.4.1.3. Shall have wand and hose equipped with high pressure quick-coupled connections including nozzle tip. Hose shall be long enough to facilitate cleaning in all areas of the spray booth.

2.2.4.1.4. Shall have capability to use liquid cleaning agents

2.2.4.1.5. Shall have user controls and indicators for both power and temperature.

2.2.4.2. Crane: Spray booth shall include a 4 post, free standing, electric, 8’ wide bridge crane rated at 0.25 ton or better. Hook height shall be approximately 10’ or more from the floor of the enclosure. The crane shall meet or exceed OSHA 1910.179 Overhead Cranes.

2.2.5. System Test Plan: The Contractor shall provide a test plan that verifies the specifications are met prior to testing the enclosure for Government review and acceptance. Test Plans shall be in accordance with DI-NDTI- 80566A Test Plan, CDRL A001.

2.2.6. Site Preparation and Installation Plan: The Contractor shall provide a Site Preparation and Installation Plan prior to starting installation work. Site Preparation and Installation Plan shall be in accordance with DI-MGMT- 80033A Site Preparation Requirements and Installation Plan, CDRL A002.

2.2.7. System Drawing: The System Drawing for the Immersion Cleaning System shall contain enclosure electrical drawings, layout drawings, panel designs and assembly drawings, panel material specifications, HVAC design. System Drawings shall be in accordance with DI-SESS-81000F Product Engineering Design Data and Associated Lists, CDRL A003.

2.2.8. Technical Manual: The Contractor shall provide a Technical Manual for the Pressure Washing System that includes all enclosure system components: walls/ceiling, HVAC, electrical, instrumentation, sensors, etc; and instruction sets for disassembly of the entire enclosure for future relocation. Equipment Technical Manuals shall be in accordance with DI-TMSS-81675A Equipment Technical Manual (Sanitized), CDRL A004.

2.3. Wastewater Minimization System

2.3.1. System Design and Assembly: The contractor shall install a wastewater minimization system consisting of eight Evaporation Units and four Holding Tanks. The system shall allow to water to flow or pumped from Immersion Cleaning Lines, Pressure Washing and Steam Cleaning booths into the Wastewater Minimization System Holding Tanks. The Holding Tanks will then pump the wastewater into the evaporation units where it will be reduced to waste. The locations of each system can be located on drawing BLDG1700-3_VerA_Rev30.

2.3.2. Evaporation Units Specifications:

2.3.2.1. Wastewater Evaporation rate of 63 gph or better

2.3.2.2. Discharge of 2.5 gpm or better

2.3.2.3. Create zero (0) VOCs and have access to remove waste via 55 gallon drum

2.3.2.4. Capability of continuous duty or batch operations

2.3.2.5. A process tank in excess of 500 gallons

2.3.2.5.1 Sloped floors and access ports for cleaning

2.3.2.5.2 Insulated walls, top, and bottom

2.3.2.6. Each evaporation unit shall have its own control panel. The panel will have, at minimum, the following functions:

• Pump Switch

• Shut-off Switch

• Hi-limit Indicator

• Overload Indicator

• Heater Indicator

• Heater on/off Switch

• Shutoff timer

2.3.2.7. The Contractor shall use natural gas as heat source for evaporation with the following safety features:

• Direct Spark ignition

• Redundant low-level shutoff

• Redundant low temperature shutoff

• Heater lockout unless blower airflow detected

2.3.2.8. Holding Tanks:

• 4000 gallon capacity

• Cylindrical cone bottom

• Booster transfer pump

• Ribbed Sidewalls

• Vented Lid

2.3.3. System Test Plan: The Contractor shall provide a test plan that verifies the specifications are met prior to testing the enclosure for Government review and acceptance. The test plan shall verify that all specifications for the system are met. Test Plans shall be in accordance with DI-NDTI-80566A Test Plan, CDRL A001.

2.3.4. Site Preparation and Installation Plan: The Contractor shall provide a Site Preparation and Installation Plan prior to starting installation work. Site Preparation and Installation Plan shall be in accordance with DI-MGMT- 80033A Site Preparation Requirements and Installation Plan, CDRL A002.

2.3.5. System Drawing: The System Drawing for the Immersion Cleaning System shall contain electrical drawings, layout drawings, mechanical drawings and assembly drawings. System Drawings shall be in accordance with DI-SESS-81000F Product Engineering Design Data and Associated Lists, CDRL A003.

2.3.6. Technical Manual: The Contractor shall provide a Technical Manual for the Wastewater Minimization System that includes all components: electrical, instrumentation, sensors, etc.; and instruction sets for disassembly and maintenance of the entire system. Equipment Technical Manuals shall be in accordance with DI-TMSS- 81675A Equipment Technical Manual (Sanitized), CDRL A004.

2.4. Reverse Osmosis/De‐Ionized (RO/DI) water system:

2.4.1. The Contractor shall install a reverse osmosis/de-ionized (RO/DI) Water System. The Contractor shall provide plumbing from the RO/DI water systems in the utility room to provide drops for equipment as listed in this document. The Contractor shall provide a suitable connection between the drop and the machine tank. The Contractor shall provide a manual valve before this connection point at an appropriate height. The plumbing and valve material shall be suitable for DI/RO water systems.

2.4.2. The Contractor shall tie into existing B1700.2 DI Supply and Return lines. The Contractor shall use manual valves at the connection of the RO/DI system to the building supply and return lines as well as between building lines.

2.4.3. The Contractor shall provide the Technical Manual, in accordance with DI-TMSS-81675A Equipment Technical Manual (Sanitized), CDRL A006, for all system components: HVAC, electrical, instrumentation, sensors, etc.

2.4.4. System Specifications:

2.4.4.1. General:

• Target system output pH level: 7

• Target system output resistance: 1 mega ohm

• Target pressure range at each point of use at production floor: 15 PSI to 25 PSI

• Target GPM at each point of use at production floor:

o 15 GPM of RO water o 15 GPM of DI water

• RO/DI water reject/waste requirements: pH level 6‐9

• All piping shall be compatible with RO and DI water

• Controller housing for both systems shall be NEMA 12 rating or better

• Provide water sample ports:

o Between incoming pretreatment filtration and RO o Between RO and DI system o After DI system o At reject/waste output

• System shall be suitable for:

o Water available for Building 1700.2 and 1700.3 o Local all year long weather and water temperatures

2.4.4.2. RO system:

• 208 VAC minimum voltage

• Shall have a cartridge style pre‐treatment filter (no resin beds)

• Vertical membrane orientation

• 12 membrane minimum vessels

• Single pass system, closed loop

• RO water flow rate: 75 GPM minimum

• Skid frame material: painted and welded structural carbon steel

• Mounted casters

• Instrumentation control and indicators:

o Low pressure gauge o High pressure gauge o Low feed pressure switch o High pump discharge switch o Feed conductivity/resistivity sensor tied to controller o Product conductivity/resistivity sensor to controller o Product flow indicator o Reject flow indicator o Recycle flow indicator o Controller specifications:

o LCD with ethernet compatibility with RJ45 connection for remote monitoring by SCADA o Discrete input and outputs: at least 4 input and 3 output o Minimum warning messages:

o Low resistivity/high conductivity o Chemical tank low o Operating hours exceeded for filter

Shutdown alarms:

o High TDS/conductivity o Pressure fault for low feed and/or high membrane feed o High feed temperature o Pre‐treatment lockout o Storage tank full

Indicators:

o High TDS/conductivity o Pressure faults (low feed and high membrane feed) o High feed temperature o Pre‐treatment lockout (non‐alarming) o Storage tank full (non‐alarming) o Operating hours o Operating status: standby, operating, tank full, pre‐treat, membrane flush o Additional relays for ancillary equipment o Audible alarm red LED

2.4.4.3. DI system:

• NEMA rated

• 208 VAC minimum voltage

• Continuous electro‐deionization type:

o One module system o 30 cell pairs minimum o 75 GPM on supply trunk, 15 GPM point of use at production floor

• Frame material: painted and welded structural carbon steel

• Feeds a quantity of 2 each 1500 gallon storage poly tank:

o High and low level sending units o Internal circulating system o Tanks to be tied together to create one 3000 gallon storage o Contractor may use existing 1500 gallon poly tank currently on site.

• Instrumentation control and indicators:

o System feed pressure o Product feed pressure o Reject feed pressure o Product conductivity measurement monitor with resistivity element o Product flow measurement monitor with flow sensor o Concentrate flow measurement monitor with flow sensor

• Solid state controller shall have enable and disabled operation modes

• System shall have an efficiency of 90% or greater at all times

2.4.4.4. DI water loop: the contractor shall install a closed loop system for DI water. The main trunk shall be located above the BLDG. 1700.3 production floor and connected to the BLDG. 1700.2 DI water loop. The contractor shall design a main trunk system that:

Allows efficient feeder drop connections Maximizes water flow and pressure to equipment Minimizes areas of stagnant water in the pipes

2.4.4.4.1 The main trunk water shall be re-circulated back to BLDG. 1700.2; however, the feeder drops from the main trunk do not require circulation back to origin. The contractor shall provide manual valves along the trunk for emergency shut off and also provide taps and bypass valves for flushing the system. The diameter of the main trunk shall be no less than 4” and be of CPVC material of the same color as in BLDG. 1700.2. The contractor shall provide the piping design.

2.4.4.4.2 Path of the BLDG. 3 trunk loop:

Shall begin with a connection at the flange located at column U22 in BLDG 1700.2 and extend east into BLDG.3 and terminate with a valve and flange at near column U34. A southward jog in the trunk shall provide DI water to the waste minimization area.

Prior to the valve and flange stated above, the trunk line shall continue north and end at column R.1-34.

o Approximately a quarter way at column T34, an extension with a valve and flange shall be installed and directed toward the east wall.

The trunk line shall extend west at 90 degrees to column line 24. At this point, the trunk line shall extend north and south:

o The north branch shall be approximately 120 feet and terminate with a valve and flange.

o The south branch shall be extended and connected to the flange located at column T22 in

BLDG. 1700.2.

o Approximately a quarter way of the westward branch at column line 31, a branch shall be extended approximately 200 feet north and terminate with a valve and flange.

2.4.4.4.3 The contractor shall also provide:

Two isolation valves on the northward branch on column line 34 between the two eastward branches Taps into the main loop to allow for DI water equipment drops

2.4.4.4.4 The contractor shall consider that obstacles such as HVAC ducting, electrical conduit, building bracing, cranes exist and shall be avoided. The distance from the building floor to the DI piping shall be equal to the distance of the BLDG. 1700.2 piping system and floor.

2.4.5. System Test Plan: The Contractor shall provide a test plan that verifies the specifications are met prior to testing the enclosure for Government review and acceptance. The test plan shall verify that all specifications for the system are met. Test Plans shall be in accordance with DI-NDTI-80566A Test Plan, CDRL A001.

2.4.6. Site Preparation and Installation Plan: The Contractor shall provide a Site Preparation and Installation Plan prior to starting installation work. Site Preparation and Installation Plan shall be in accordance with DI-MGMT- 80033A Site Preparation Requirements and Installation Plan, CDRL A002.

2.4.7. Technical Manual: The Contractor shall provide a Technical Manual for RO/DI System that includes all components. The manual shall cover operation and maintenance, installation procedures, start-up procedures, functional description, flow rate charts, equipment specifications, spare parts lists, technical/support services, instrumentation drawings, quality assurance data reports and electrical schematics. Equipment Technical Manuals shall be in accordance with DI-TMSS-81675A Equipment Technical Manual (Sanitized), CDRL A004.

3. Installation

3.1 Dynamic Component Repair Facility (DCRF) Bldg 1700.3 Access: The Government will provide the Contractor with all necessary access to DCRF and its infrastructure to complete the efforts of this contract. The Contractor shall fill out necessary forms provided by the Government required for access to DCRF. The Contractor shall only use the north entry and exit points for all equipment movement. If the Contractor requires access to entry and exit points in Building for the purpose of moving equipment, the Contractor shall coordinate all moves through the building with the Government.

3.2 Drawings:

3.2.1 Building Architecture and Facility Drawings: The Government will provide drawings showing column locations, electrical taps and locations, water taps and locations, phone hubs and locations, IT cabinets and hub locations, compressed air taps and locations. These drawings are available to CCAD through a third-party contractor from a current MCA project. Preliminary drawings will be provided upon site visit; however, the as-built, final drawings of the building will not be available until a later date.

3.2.2. Concrete Slab Ratings and Drawings: The Government will provide drawings showing slab thickness and load capacities of the building floor. The load capacities of the slab dictate the paths for large material handling equipment with heavy loads. The Contractor shall observe and not exceed the load limits during transport of any material through the building. Equipment with large weights will have a designated location with the proper concrete slab rating.

3.2.3. Building Shop Floor Equipment Layout Drawing: The Government will provide the drawing set is showing all equipment that will be procured new and relocated from other buildings. This drawing set is generated and supported locally by CCAD. The Contractor shall use this file to maintain the ‘as-built’ drawings. The Contractor shall use this document to determine quantities of equipment to be procured if the quantity specifically is not stated in this document. A preliminary drawing will be provided upon site visit, however the as-built, final drawing of the shop floor will not be available until a later date.

3.3. Electrical Service:

3.3.1. The Contractor shall install all electrical equipment (transformers, conduit, unistrut, wire, circuit breaker panels, disconnects, etc.) for the Immersion Cleaning and Wastewater Minimization System.

3.3.2. The Contractor shall have all Electrical circuits begin at the electric panel on Drawing “Powertrain Ph III Machining Dwgs Vol 2” and terminate at an equipment disconnect suitable in size and type for the equipment it is to service.

3.3.2.1. The Contractor shall have disconnects located no more than 10 feet away from the equipment to be installed.

3.3.2.2. The Contractor shall not have an electrical disconnect placed underneath any process water feeder lines.

The disconnect shall be placed at a minimum of 3 feet from the vertical projection of water feeder lines to the floor.

If a disconnect is absolutely required below a water feeder line, the contractor shall obtain CCAD approval prior to installing a NEMA rated disconnect for wet conditions.

3.3.3. Under no circumstances shall the Contractor use extension cords or power strips to provide power to any equipment listed in this document.

3.3.4. Electrical enclosures must meet National Electrical Manufacturer’s Association (NEMA) ratings for their location.

3.3.5. All electrical components and wiring shall be labeled in such a way that they can be easily found in their schematic i.e. transformer to circuit breaker box to disconnect to machine.

3.3.6. Each circuit shall have a dedicated neutral/grounded conductor. No multi‐wire circuits are allowed.

3.3.7. CCAD minimum sized conduit is 3/4'’ and shall be used.

3.3.8. The Contractor shall not use electrical non-metallic tubing or flexible non-metallic tubing and associated fittings.

3.3.9. Specify galvanized rigid steel conduit where exposed to weather, where subject to physical damage, and where exposed on exterior of buildings.

3.3.10. The Contractor may use intermediate metal conduit in lieu of galvanized rigid steel as allowed by NFPA 70.

3.3.11. Specify electrical metallic tubing for branch circuits and feeders above suspended ceilings or where not subject to physical damage.

3.3.12. The Contractor shall not use electrical metallic tubing for underground applications or when the tubing will be encased in concrete, mortar or grout. The contractor shall not use metallic tubing in hazardous locations, where exposed to physical damage, outdoors or in fire pump rooms. The contractor shall use die‐cast compression connectors.

3.3.13. Flexible metal conduit can be used, however limited to 3 feet total length, for the following: recessed and semi recessed lighting fixtures, for equipment subject to vibration and for motors other than pumps. Use liquid tight flexible metal conduit in damp and wet locations and for pumps.

3.3.14. Branch circuit conductors, including power and lighting applications, shall not be thinner than 12 AWG.

3.3.15. All circuit panels, breakers, and disconnects shall be labeled for the equipment it supports.

3.4. Compressed Air:

3.4.1 The Contractor shall be responsible for the connection to the shop air system to a supply drop found in Drawing “Powertrain Ph III Machining Dwgs Vol 2”.

3.4.2. The Contractor shall install an air purge at each drop.

3.4.3. The Contractor shall place a shut off valve prior to each air regulator.

3.4.4. The Contractor shall have air regulators with pressure indicators installed within 5 feet of termination of each drop and be easily accessible to the employee to monitor and adjust as needed. Each regulator shall have a 5 micron filter with a polycarbonate bowl with a guard.

3.4.5. For equipment requiring special air requirements (such as water and oil mist separators, micro‐particle air filters, etc.), the contractor shall provide air filtration that meet OEM specifications of that equipment.

3.5. Water service:

3.5.1. The Contractor shall provide chilled water and potable water services to an equipment disconnect location as determined by Drawing “Powertrain Ph III Machining Dwgs Vol 2.”

3.5.2. The Contractor shall be limited to three feet of flex tubing if required for connecting a machine to a drop.

3.6. Eyewashes, Eyewash/Shower Combinations and Sinks: The building will be furnished with all eyewashes, eyewash/shower combinations and sinks with plumbing provided to each unit. The Contractor shall be responsible for re‐ plumbing and re‐routing these water lines to meet the utility distribution design requirements and the below requirements. The Contractor shall provide all additional piping required for re‐routing and shall have the option to utilize existing pipe material. The Contractor shall ensure that all plumbing routes and pipe, whether existing or re‐ routed, shall:

• Not interfere with crane coverage or shop floor space

• Not cross aisle ways

• Utilize building columns and utility unistrut pathways to the maximum extent possible

3.7. Pipes: The Contractor shall run all piping per industry standards and practice.

3.8. Material Handling Equipment: The Contractor shall adhere to designated Building entries and paths for heavy equipment. When any machine, or component of a machine, exceeds the rated capacity of the cement slab, the contractor shall notify the Government if an alternate path is required before beginning any movement of the machine in the building.

3.9. Leaks: The Contractor shall be responsible for cleaning up and repairing all leaks that occur during installation.

3.10. Inspections: All electrical, plumbing, and mechanical work shall be subject to frequent walk-through inspections by Government personnel (Facilities, Safety, COR). The Contractor shall be responsible for any deficiencies noted that are not according to code or standards, whether listed in this document or not.

3.11.2. Lockout/Tagout of Equipment: The Contractor shall provide and implement a lockout/tagout plan for equipment and provide locks and tags during installation of equipment.

4. Testing and Acceptance

4.1. Equipment Test Plans: The Contractor shall provide individual test plans for each system and shall include testing of safety systems of the machine. The test plan shall verify that all specifications for the system are met. Test Plans shall be in accordance with DI-NDTI-80566A Test Plan, CDRL A001.

4.1.1. The Contractor shall provide test plans for Government review prior to implementing the test plan. The Government will have ten days to review and submit with comments. The contractor shall have five days to review the comments, update and re-submit a new test plan. The time duration shall apply for every iteration of submissions.

4.1.2. The Contractor shall implement the test plan in its entirety. If any part of the testing process fails, the contractor shall remediate the issue and perform the test plan from the beginning.

4.1.3. For equipment that does not require test plans, the Contractor shall demonstrate full functionality alongside Government personnel.

4.2. Acceptance: The Government will accept the Immersion Cleaning and Wastewater Minimization System upon the following:

• All spare parts, tooling, fixtures are provided.

• All technical data and supporting documentation for the machine has been provided.

• Successful implementation of the Government reviewed test plan in its entirety has occurred.

• Equipment is functional and located in the proper location as indicated in the building shop floor layout.

• Training, when required, is completed.

• Government inspection of the equipment is complete.

5. Deliverables

5.1. Site Preparation and Installation Plan: The Contractor shall provide a site preparation requirements and installation plan, when requested in this document for equipment prior to starting installation work. The Government will review and provide comments. The Contractor shall incorporate Government comments into the plan. The Contractor may elect to create an overarching plan for like machines. Site Preparation and Installation Plan shall be in accordance with DI-MGMT-80033A Site Preparation Requirements and Installation Plan, CDRL A002.

5.2. System Drawings: The Contractor shall submit System Drawings for the Immersion Clean System, Pressure Washing System, and Waste Water Minimization System within 12 months of contract award. The System Drawings set shall contain enclosure electrical drawings, layout drawings, panel designs and assembly drawings, panel material specifications, HVAC design. System Drawings shall be in accordance with DI-SESS-81000F Product Engineering Design Data and Associated Lists, CDRL A003.

5.3 Equipment Technical Manuals: The Contractor shall provide manuals for Government review and acceptance. The Government will review and provide a response within 20 days. The Contractor will have 20 days to resubmit after receipt of Government comments. The time duration shall apply for every iteration of submission.

The Contractor shall submit technical manuals no later than the completion of installation of equipment or before any training has started. Equipment Technical Manuals shall be in accordance with DI-TMSS-81675A Equipment Technical Manual (Sanitized), CDRL A004.

5.4. Warranty: The Contractor shall provide a one year manufacturer’s warranty for all new equipment unless otherwise stated specifically in this document. The warranty shall cover parts and labor.

5.5. CDRL Listing

CDRL DID Number DID Name DID Date A001 DI-NDTI-80566A Test Plan 14-NOV-2006 2.1.3, 2.2.5, 2.3.3, 2.4.5, 4.1 A002 DI-MGMT-80033A Site Preparation and Installation Plan 30-OCT-2006 2.1.4, 2.2.6, 2.3.4, 2.4.6, 5.1 A003 DI-SESS-81000F Product Engineering Design Data and

Associated Lists

17-APR-2019 2.1.5, 2.2.7,

2.3.5, 5.2

A004 DI-TMSS-81675A Equipment Technical Manual (Sanitized) 27-APR-2017 2.1.6, 2.2.8, 2.3.6, 2.4.7, 5.3

A005 DI-SAFT-80106C Health Hazard Assessment Report 12-JUN-2015 9.19.3.

A006 DI-MGMT-81928 Safety and Occupational Health Committee

Minutes 13-Aug-2018 9.3

A007 DI-SAFT-81563 Hazard Communication Plan 30-Jun-2020 9.14.

A008 DI-SAFT-8010 Safety and Occupational Health Plan 12-Jun-2015 9.19.1.

A009 DI-TMSS-81675A IT Technical Data Manuals 26-Jan-2022 8.14

5.6. Additional Deliverables

Deliverable Frequency # of Copies Medium/Format Submit To

1. Installation Pass Log (12.2)

Initial within 3-calendar days and updates within 5-calendar days

One Hard copy or electronic)

COR

2. Individual Termination or Expiration of employment (para 12.3.)

Within 3-working days N/A Access passes COR or issuing office

3. Contract Termination or cancellation (para 12.4.)

Within 3-working days N/A Access passes COR or issuing office

4. Contractor workspace signage, identification procedures (para 12.6.)

Within 10 calendar days after contract award

1 Hard copy or electronic)

COR

5. Anti-Terrorism (AT) Level I Training (para.

12.8.1.)

Within 30-calendar days and annually thereafter

Oneins Hard copy or electronic)

COR

6. OPSEC Level 1 Training (para.

12.8.2.)

Within 30-calendar days and annually thereafter

One Hard copy or electronic)

COR

7. iWATCH Training (para.

12.8.3.)

Within 30-calendar days of contract award and within 5-business days for new employees

One Hard copy or electronic)

COR

6. Training: The Contractor shall provide onsite training for up to eight personnel.

6.1. Training Topics:

6.1.2. Equipment:

Operation Calibration Preventative Maintenance Trouble Shooting

• Cleaning

6.1.3. Mechanical, electrical, plumbing drawing and equipment overview:

Review of operator, maintenance, and calibration manuals Troubleshooting procedures

7. Marking, Nameplate, and Identification

7.1. Marking: the system shall be marked in accordance with MIL-STD-130, identification marking of us military property. This requirement shall be implemented for equipment and systems valued greater than $5000.

7.2. Nameplate: a corrosion-resistant nameplate shall be securely attached to the equipment. If the equipment is a special model, the model designation shall include the model of the basic standard item and a suffix identified in the manufacturer's permanent records. As a minimum, the name plate shall provide all information listed below.

The captions may be shortened or abbreviated, provided the entry for each caption is clear as to its identity.

• Type

• Size

• Nomenclature

• Manufacturer's name

• Manufacturer's model number

• Manufacturer's serial number

• Date of manufacture

• Contractor number

• Power characteristic and rating

• Federal stock number or plant equipment code.

• US

• Date of manufacture

• Electrical power requirements

7.3. Identification plate: a separate identification plate of corrosion resistant metal shall be securely attached to each machine. The plate shall be permanent and legible, marked in letters 3/16" high with the caption "department or activity identification" and shall provide a blank space for the Government to stamp 25 characters of the same size. The plate shall be installed on the front side in a visible location, if the front side cannot be established then the plate shall be installed in a visible location.

8. IT and Industrial System Requirements

8.1. Physical environment specifications: any equipment provided shall be able to operate in the environment it will be placed within. Temperature, humidity, and the use of harsh chemicals or liquids in designated installation areas may dictate the use of appropriate national electrical manufacturers association (NEMA) rated enclosures and certified equipment. These same conditions will dictate the use of rugged peripheral equipment. Cabinets containing “industrial computer systems” shall meet with the following specifications: they shall maintain an average maximum internal operating temperature of less than 95 degrees Fahrenheit with a sustained average external temperature of up to 115 degrees Fahrenheit. The cabinets shall also provide for a maximum internal average humidity of 80% when the external average humidity is 98%.

8.2. Computer Hardware Specifications: All modified industrial computer systems installed at CCAD must be connected to and communicate through the local area network. Standard desktop industrial computer systems will be provided by the CCAD. If CCAD is providing the computer systems, the contractor shall provide CCAD IT with a detailed list of required equipment specifications. CCAD will use these specifications to determine whether the use of a standard system is feasible. When CCAD cannot provide the required hardware (e.g., rack mounted and integrated systems) the contractor shall provide them. If the contractor is providing the computer systems, they must meet the following minimum requirements:

• Intel Core I5-5675C or better

• System clock speed must be 3.3 GHZ or better

• Random…