Attachment 0001 - JMPB-TS-2021-ET-01-SOW dated 7 January 2022.pdf

DEPARTMENT OF THE ARMY

PINE BLUFF ARSENAL

PINE BLUFF, ARKANSAS 71602-9500

JMPB-TS-2021-ET-01

SCOPE OF WORK (SOW) FOR

WP PRODUCTION LINE UPGRADES AND REPAIRS

34-110

7 January 2022

SYSTEMS ENGINEERING DIVISION

DIRECTORATE OF ENGINEERING AND TECHNOLOGY

i

TABLE OF CONTENTS

1 GENERAL 1

2 APPLICABLE DOCUMENTS 1

2.1 Government Documents 1

2.2 Non-government Documents 1

2.3 Safety Regulations 1

3 TERMS AND DEFINITIONS 2

3.1 Item Description 2

3.1.1 Item Diagrams 2

3.1.2 Interface Definition 2

3.1.3 Demolition/Construction 2

3.1.4 Major Components 2

3.2 Characteristics 3

3.2.1 Performance Characteristics 3

3.2.1.1 System Operational Sequence 3

3.2.1.2 Installation, Training, and Removal 3

3.2.2 Physical Characteristics 3

3.2.2.1 Service Manuals and Drawings 3

3.2.3 Reliability 4

3.2.4 Transportability 4

3.2.5 Environmental Characteristics 4

3.3 Design Demolition, Construction, and Major Components 4

3.3.1 Materials, Process, and Parts 4

3.3.1.1 Electrical/General 4

3.3.2 Tooling 6

3.3.3 Identification and Markings 6

3.3.4 Interchangeability 6

3.3.5 Safety 6

3.3.6 Human Performance/Human Engineering 6

3.3.7 Standards of Manufacture 6

3.3.8 Demolition 6

3.3.9. Major Component Characteristics 6

3.3.9.1 Hot Water Heater 6

3.3.9.2 Waste Water Storage Tanks 7

3.4 Quality Of Construction 8

3.4.1 Protective Coatings 9

3.4.2 Accessibility 9

3.4.3 Hardware 9

4 QUALITY ASSURANCE PROVISIONS 9

4.1 General 9

4.1.1 Special Tests and Examinations 9

4.1.1.1 Design Review 9

4.1.1.2 Function Test 9

4.2 Quality Management Plan 9

4.3 Quality Conformance 9

5 PERIOD OF PERFORMANCE 10

6 PREPARATION FOR DELIVERY 10

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7 CONDITIONS OF WORK 10

7.1 Order and scheduling of Work 10

7.2 PBA Access 10

7.3 Disposal of Excess Removed Material 11

7.4 Warranty 11

7.5 Emergency First Aid 12

7.6 Safety Requirements 12

8 ENVIRONMENTAL CONSIDERATIONS 12

8.1 Compliance with Environmental Laws and Regulations 12

8.2 Compliance with Green Procurement Requirements 13

8.3 Inspections of Work Site 13

8.4 Reporting Noncompliance 13

8.5 Conformance with Environmental Management System 13

8.6 Corrective Action for Noncompliance 13

8.7 Universal Waste / E-Waste Management 13

8.8 Pollution Prevention / Hazardous Waste Minimization 13

1. GENERAL

This Scope of Work (SOW) establishes the demolition, installation, and acceptance of a new hot water supply system, and wastewater storage tanks on the White Phosphorus (WP) line 5 located at Pine Bluff

Arsenal (PBA).

The work to be performed under this SOW consists of completion of the design, facility preparation, and furnishing all other materials, equipment, supplies, labor and transportation to complete and make the production process fully operational within the facility. Work required shall be performed accordance with the specifications and drawings. Final acceptance will be based on the systems performance after installation at PBA and shall be evaluated on the acceptance criteria hereafter referenced. Operator and maintenance training shall be provided by the contractor for this system after acceptance.

OPTION: Procure and delivery two (2) ABB Model IRB 6700 Robots to PBA for installation by Arsenal forces. Option is not guaranteed and may only be awarded after contract award via a contract modification.

2. APPLICABLE DOCUMENTS

2.1. GOVERNMENT DOCUMENTS

Drawing Number

34182G-001; No Rev, 8 Nov 21

34182M-101; No Rev, 8 Nov 21

34182M-202; No Rev, 8 Nov 21 34182M-201; No Rev, 8 Nov 21

34182M-601; No Rev, 8 Nov 21

34182M-602; No Rev, 8 Nov 21

34182M-603; No Rev, 8 Nov 21

Title

WP Line 5 Upgrades and Repairs Coversheet

WP Wastewater Tank Layout Tank Site Plan

WP Wastewater Containment Slab

WP Wastewater Tank Layout Floor Plan and Elevation WP Wastewater Tank Layout Piping and Instrumentation

Diagram WP Wastewater Tank Layout Piping Schematic

WP Hot Water System Replacement Piping Schematic

2.2. NON-GOVERNMENT DOCUMENTS

Codes, Standards, and other specifications which are called for or referred to herein are considered part of this specification. In the event of discrepancies between this specification and codes or standards, the

Government shall be notified.

Instrumentation, Systems and Automation Society (ISA)

ISA-5.1-84 Instrumentation Symbols and Identification

National Electrical Manufacturers Association (NEMA)

NEMA ICS-1 General Standards for Industrial Control and Systems

National Fire Protection Association (NFPA)

NFPA 70 National Electrical Code (NEC)

Standards of Manufacturing

ASME American Society of Mechanical Engineers

ASTM American Society for Testing and Materials

OSHA Occupational Safety and Health Administration

2.3. SAFETY REGULATIONS

All Contractor personnel performing work within the Pine Bluff Arsenal will adhere to the regulations and supplements listed below. The most recent version of the documents listed below are available for free from the Army Publishing Directorate at https://armypubs.army.mil/ProductMaps/PubForm/AR.aspx.

AR 40-5 Preventive Medicine

AR 380-5 DA Info Security Program

AR 385-10 Army Safety Program

AR 385-64 U.S. Army Explosives Safety Program

DA-PAM 385-64 Ammunition and Explosives Safety Standards

3. TERMS AND DEFINITONS

3.1. ITEM DESCRIPTION

a. Contractor shall provide all materials, labor, equipment, supplies, transportation, tools, supervision, and non-personal services necessary to complete the design, construct the secondary containment, and procure and install the equipment to comply with the SOW. All contractor furnished equipment and material shall be new and unused and of commercial manufacture. The contractor will unload and unpack all equipment. The contractor or his/her licensed, bonded agents will accomplish demolition, physical installations, and utility tie-ins, perform all adjustments, and is responsible for the installations.

b. Utility services consisting of water, compressed air, and electricity, to the extent available, will be furnished to the contractor without charge, subject to the terms and conditions of the general provisions entitled, "INTERFACE DEFINITION". Such utility services shall be furnished at building

31-630 where all equipment in this contract is to be installed.

3.1.1. ITEM DIAGRAMS

N/A

3.1.2. INTERFACE DEFINITION

Air - 90 PSIG Plant Air

Electric - 240/480 Volts, 3-Phase, AC

Electric - 120/240 Volts, Single-Phase, AC

Water - Potable

Industrial Waste Drain System

3.1.3. DEMOLITION/CONSTRUCTION

1. Removal of the existing “on demand” hot water system

2. Installation of a hot water tank with recirculation and circulation pumps.

3. Installation of wastewater tanks, construction of berms and concrete pads, and drain

3.1.4. MAJOR COMPONENTS

A. Government Furnished Equipment – none

B. Contractor Furnished Equipment

1. Hot water Tank, recirculation pump, wiring and controls.

2. Waste water storage tanks

3.2. CHARACTERISTICS

3.2.1. PERFORMANCE CHARACTERISTICS

3.2.1.1. SYSTEM OPERATIONAL SEQUENCE

3.2.1.1.1. Hot water heater: Provide a minimum of 200 gallons per minute (gpm) 150oF hot water for washing down the WP fill stations shall be supplied by a 1,600 gallon insulated hot water tank heated https://armypubs.army.mil/ProductMaps/PubForm/AR.aspx by a heat exchanger circulation loop with direct steam injection as a backup system. Water shall circulate from the bottom of the tank through the hot water lines and back to the top of the heater. The hot water supply and return lines will be heated and traced. The water level in the tank will be controlled by a float type level controller. This system, replaces the existing system which used on demand steam heaters at the wash nozzles.

3.2.1.1.2. Waste water storage tanks: 60,000 gallons of waste water storage capacity will be added to the water treatment plant. Three (3) 20,000 gallon Fiberglass Reinforced Plastic (FRP) storage tanks will be installed on the east side of the existing water treatment plant inside the containment area installed by the contractor as shown in drawings M-101 and M-201. Storage tanks, transfer pump and piping shall be traced and insulated.

3.2.1.2. INSTALLATION, TRAINING, AND REMOVAL

The Contractor shall be responsible for installation of equipment to include training, setup, and final adjustments as needed. The Contractor shall provide the Contracting Officer (KO) a milestone chart within thirty (30) calendar days after award of contract. Contractor will also provide KO an updated milestone chart for approval prior to start of installation phase. The milestone chart shall be provided in both hard copy and in digital format (CD media) in Microsoft Project® format, and shall contain all phases of acquisition, demolition, installation, training, and start-up. Training at the installation site shall be conducted in a class with a minimum of three people attending (not to exceed 10 people).

Training shall cover equipment operations, maintenance, and systems trouble-shooting. Upon completion, the entire area shall be cleaned of all debris produced by demolition or installation of equipment.

3.2.2. PHYSICAL CHARACTERISTICS

The contractor shall be responsible for checking the work site and accuracy of drawings, dimensions, and field conditions. Questions should be provided in writing to the attention of the KO for resolution.

Contractor shall perform field reconnaissance, surveys, site investigations and work required to obtain engineering information, existing utilities and easements, and design data for the accomplishment of the work identified in the contract documents of the project.

PBA shall perform utility marking and provide to contractor prior to excavation or any fieldwork performed.

3.2.2.1. SERVICE MANUALS AND DRAWINGS

Drawings and available manufacturer's literature shall be furnished electronically to the KO five (5) business days prior to design review. Drawings and material submittals shall be provided electronically to the KO at the 90% completion of detail design point. One set of shop drawings will be maintained on site and all changes shall be red lined and approved by KO prior to any changes during installation. Shop drawings shall be kept current and correct at all times during the project. For both of the Concept drawings and 90% Completion documents, the contractor shall also furnish a hardcopy no larger than “D” (22" X 34") in size and a digital format (CD media) in .PDF format and one copy in either MicroStation (*.dgn), or AutoCAD (*.dwg). Drawings will be clearly identified with a contractor supplied number and a title that describes the contents of the drawing. Electronic drawings will include the number and the title as the title in order to make finding drawings easier. Upon completion of installation one copy of Maintenance and Operation manual with all drawings shall be submitted to the KO for approval. The contractor shall correct or revise the final drawing to comply with as-built conditions. All manuals and drawings shall be supplied and approved before training and final run-off. The contractor shall furnish two (2) maintenance and operating manuals for all equipment installed under this contract, and one copy in digital format (CD media) in Microsoft Word and as a pdf. These manuals shall be indexed and tabbed, with a hard cover binder and label, to include a list of all replacement parts. Parts list shall include all information required to purchase the components from the manufacturer or a representative vendor and shall include the list price at the time of purchase. A complete reproducible set of drawings and one copy of those drawings in digital form (CD media) must be in both PDF format and either MicroStation (*.dgn) or AutoCAD (*.dwg) format. Drawings and Schematics will include Assembly and Schematics of the control room equipment and as built drawings showing Equipment Layout, Piping, Electrical, etc., shall be furnished before acceptance is complete. No drawing shall be larger than "D" (22" X 34") in size unless the government supplied drawings are a larger format (i.e., E, F). The Government will stamp, tag or otherwise identify showing status of all drawings and submittals furnished to the KO within 15 working days of receipt to be returned to the contractor.

Any and all manufacturer’s literature and manuals that are submitted via hard copy shall have all model and size clearly identified. This includes but not limited to being highlighted or marked to indicate what has been used for this project. If color is being used to highlight then all copies must be in color.

3.2.3. RELIABILITY

If available, the Contractor shall provide estimates of the reliability of the proposed Commercial-Off- The-Shelf (COTS) equipment expressed in terms of Mean Time between Failures (MTBF), Mean

Time to Repair (MTTR), Reliability Coefficient, Availability, or other standard technique.

3.2.4. TRANSPORTABILITY

The Hot Water Tank heat exchanger, and pumps shall be capable of being transported and located into position by a fork truck and fit though an 8’H X 8’W doorway. The Contractor will be responsible for the transporting of all equipment to Pine Bluff Arsenal, be responsible for receiving, unloading, unpacking, and provide all equipment and operators for such equipment for example: fork trucks, pallet jacks, hoists, dollies/hand trucks and etc., for such purposes.

3.2.5. ENVIRONMENTAL CHARACTERISTICS

The Storage Tanks and Wastewater Transfer Pump shall be located outside and humidity can vary from

30 to 100 percent and temperature from 0 to 110oF. The Hot Water Tank, Hot Water Heater, and pumps shall be located inside building 34-110. There is no climate control is provided inside the building. The interior of the building is exposed to environmental conditions such as pollen, mold, dirt, and dust. The

Hot Water System shall be insulated, and the Wastewater Storage Tanks and wastewater transfer piping shall be traced and insulated. Controls shall be designed and built to withstand these conditions and shall still operate as intended.

3.3. DESIGN, DEMOLITION, CONSTRUCTION, AND MAJOR COMPONENTS

3.3.1. MATERIALS, PROCESS AND PARTS

Special component features for are as follows:

3.3.1.1. ELECTRICAL/GENERAL

a. All electrical work shall meet the requirements of the latest revision of the National Electric Code

(NEC), and Part 1910, title 29 of the Code of Federal Register (OSHA).

b. Conduit shall be 3/4" diameter minimum, galvanized heavy wall rigid steel. Rigid metal conduit shall be installed per NEC article 344.

c. Conduit system shall be routed parallel and perpendicular to building walls, ceiling, etc., with proper offsets to all junctions and terminals.

d. Wiring shall be stranded copper with THHN insulation for AWG No. 16 and larger. Full size ground wire will be pulled with each circuit (conduit shall not be used as a ground; see also section f.

below).

e. Control circuit wiring shall be stranded copper, AWG No. 18 minimum, with type THHN insulation.

f. Terminal strips shall be used in the panels for all wire entering or exiting the panel. Also all wires shall be labeled at both ends of termination and the terminal strips shall be labeled. The contractor shall assign a wire number using a wiring scheme developed by the contractor and approved by the

KO. The contractor shall use wiring ducts and wire ties in panels where required in order to maintain an organized panel.

g. Mount all surface mounted electrical equipment on suitable channel (1 5/8" x 1 5/8" minimum), i.e., disconnects, panels, etc. All channels shall have a Perm-Green finish. Provide proper support and attachment for all items.

h. As minimum, Meyers watertight hubs for all rigid steel conduit entrance to panels, disconnects, junction boxes and all other enclosures not provided with sealed and threaded conduit entrance.

i. All starters are to be full voltage, thermal overload protected and sized for the equipment according to the NEC.

j. All motor control circuits are to be single-phase 110V nominal.

k. All push button and selector switches are to be full size NEMA 4 or 4X as a minimum.

l. Control panel or box shall have a National Electrical Manufacturers Association (NEMA) 4 or 4X rating as a minimum.

m. All necessary step down transformers required for operation of single-phase controls and equipment shall be rated at a minimum of 150 percent of full load current.

n. Contractor shall supply a three phase locking disconnect for each branch circuit in accordance with the NEC.

o. For long runs of conduit (20 feet or more), power wiring to devices shall not be run in the same conduit with the control wiring (limit switch contacts). Power wiring for more than one device can be run in a common conduit as can control wiring for more than one device.

p. Solid copper wire shall be used to ground each piece of equipment to provide safe grounding. All components shall be bonded together for an effective and safe grounding system. Final grounding-shall be bonded to the building grounding system or approved grounding. Each system shall be completely grounded in accordance with Article 250 of NEC.

q. All electric motors shall be Total Enclosed Fan Cooled (TEFC). All 3-phase motors shall be multi-voltage 240/480vac.

3.3.2. TOOLING

All machine fasteners shall be in Standard English or metric units. English and metric fasteners shall not be mixed. Contractor shall employ use of quick release fasteners for non-structural guards, inspection and maintenance access covers. Special tools shall not be required to service the equipment.

3.3.3. IDENTIFICATION AND MARKING

All push buttons, indicators, control points, etc. shall be identified with commercially printed legend plates. All disconnect enclosures, junction boxes, panel boards and all other enclosures shall be permanently marked with 1/2-inch high letters showing function, voltage and phase. The letters shall be marked in accordance with OSHA standards and readable at a distance of 15 feet minimum. All motor starters and contactors shall be marked with 1/4 inch high letters showing function (meaning the name of what it is controlling), voltage, phase, and size or HP rating. All tubing and wiring shall be labeled at both ends of termination along with the terminal strips with a label designed to hold up in a harsh environment. Contractor is responsible for Arc flash labeling and shall comply with the most current

NFPA 70, NFPA 70E, NEC, current arc flash labeling requirements, as well as best practices for creating and maintaining such labels.

3.3.4. INTERCHANGEABILITY

Like component parts, such as limit switches, proximity switches, starters, etc., shall be interchangeable to provide ease in maintenance and reduce spare parts requirements.

3.3.5. SAFETY

The system shall be designed to conform to the established safety rules and regulations as outlined in

OSHA, NFPA, NEC, AMCR 385-100, DA Pam 385-64 and AR 385-64. Each piece of equipment shall be grounded utilizing solid copper wire. All components shall be bonded together for an effective and safe grounding system. Final grounding shall be bonded to the building grounding system or approved alternate. The design for each system shall also include all of the protection devices, safety shields, and indicating and audible signals required for complete personnel safety. The contractor is required to perform a system hazard analysis on this contract in accordance with OSHA, 29 CFR 1910.119. MIL-

STD-882D may be used as guidance to perform this analysis. The contractor may submit questions to the KO in writing about the system hazard analysis.

3.3.6. HUMAN PERFORMANCE/HUMAN ENGINEERING

Equipment will be installed to provide access to all points where maintenance is required.

3.3.7. STANDARDS OF MANUFACTURE

All equipment provided by the contractor such as tanks, vessels, valves, etc. shall be designed to meet or exceed ASME, ASTM, and OSHA requirements.

3.3.8. DEMOLITION

In preparation for installation of the hot water system, remove steam mixing valves from all hose drop locations in the WP handling area, waste water plant, and inside building 34-110 around line 5. Remove the steam lines from the valve location up to the header and cap them at the steam header. Reuse existing hardware to attach existing water hose to cold water line.

3.3.9. MAJOR COMPONENT CHARACTERISTICS

3.3.9.1. HOT WATER HEATER

Components required

A. Hot water storage tank 1600 gallon capacity insulated stainless steel.

B. Heat exchanger

C. Circulation pump heat exchanger to storage tank

D. Steam injection system

E. Distribution pump

F. Valves, piping, insulation and heat tracing for distribution loop.

G. 50’ hose for each drop station. (Qty 11)

A hot water system will be installed for line five as shown in drawing 34-182M-603. This system will be all new construction, and the location for the system is inside building 34-110.

The existing steam mixing valves shall be removed. There are 4 at the WP loading station, one in the waste water plant, and 5 in different locations around line 5. When the mixing valves are removed the steam piping that feeds them shall also be removed all the way to the header and capped. The hardware from the mixing valve should be used to attach the existing hose to the remaining cold water line where possible.

A 1600 (nominal) gallon hot water tank will be installed in building 34-110 to service a new hot water loop. This loop will feed all eleven of the hot water stations that are associated with line 5. The system will include a heat exchanger and a circulation pump as the main means of heating the water.

A steam injection system will also be included in the system as a backup means of heating the water.

The system needs to be capable sustainably generating 150oF hot water using either heating method.

The heating system controls, i.e., pump on-off switches, temperature and level indicators and temperature control shall be placed in a control box in proximity to the hot water tank. An addition local temperature indicator shall be placed on the tank. Level control shall be achieved by a float type control valve. The tank will also be fitted with an overflow line tied to the sanitary sewer.

A distribution pump will be installed to pump the hot water from the storage tank through the system.

A new header will have to be designed and installed based on the location of the new system in the building. The new header system should be routed through or hung from the existing pipe rack in the ceiling of building 34-110. The new hot water circulation loop should have drops that correspond to all the locations where the steam mixing valves where removed. At the end of the drop a 50’ hose with a fire hose type nozzle will be attached. There will be one new hose station added to the system on the backside of line 5.

3.3.9.2. WASTE WATER STORAGE TANKS

Components required

A. Three (3) 20,000 gallon Fiberglass Reinforced Plastic (FRP) insulated storage tanks no more than

18 feet tall.

B. Fill level indicator system for each storage tank

C. Centrifugal Pump to transfer wastewater back to influent tank at a rate of 60gpm.

D. Back flow preventer, and valves as required to complete system and insure appropriate direction and control of flow.

E. Heat tracing and insulation for all piping going into and out of tanks.

Three waste water storage tanks will be installed on the east side of the wastewater treatment plant.

Each tank will have a capacity of 20,000 gallons. A new concrete pad and containment wall shall be poured to accommodate the installation of the new storage tanks. This secondary containment system shall be designed to accommodate as a minimum 22,000 gallons of water. A sump pit shall be designed into the secondary containment to allow a sump pump to be inserted to allow water to be transferred between the new containment to be built and the existing secondary containment adjacent to the new construction in the event of a spill. A lockable valve shall be located in the containment wall near the French drain to allow rainwater to be removed from the containment area. A line shall will be tied to the existing waste water storage dump loop. It shall run to the top of the tanks and feed into a header that attaches to all three tanks. The outlet for the tanks shall feed into a 3 into one header. This header shall feed the centrifugal pump that will transfer the wastewater back into the influent tank, where it will be pumped back into the wastewater system for processing. The contractor shall size the lines, pump, and valves to provide a flowrate of 60 gallons per minute out of the storage tanks. The transfer pump shall have local on/off control (i.e., no variable speed drive will be required).

The pump, piping and storage tanks shall be insulated and heat traced. All valves in the system shall be manual, and a level indicator for each tank shall be installed so that the fluid levels in the storage tanks can be monitored.

The steam supply header shall start at the highest point to be traced. Tracers branching off of the header shall be angled so that the direction of flow in the system is downward. Pockets and traps in the line are to be avoided when routing the tracer lines. Tracer lines shall be continuous from the supply header manifold to the trap. The lines shall not contain any vents, drains, or dead end extensions at any intermediate points. Branch connections shall be avoided in tracer lines.

The steam supply header for the heat tracers shall be blown clean with steam, or compressed air before connection to trap assemblies. Once all connections to the header and trap assemblies have been completed the system shall be tested for leaks by subjecting it to steam pressure greater than or equal to the pressure to be used in the system under normal operating conditions. Suitable hydrostatic testing methods may also be used to test the system for leaks if approve by the KO. Any leaks found as a result of testing shall be repaired and the system will be retested until no leaks are found. The system shall be proven to be leak free before installation of any heat conducting compound (when used) or insulation.

All tracers shall be installed parallel to and against the pipe or equipment that is to be heated. Ease of installation, connection requirements, and thermal insulation shall be taken into consideration when selecting a surface to install tracer lines to.

Multiple tracers shall be equally spaced around the circumference of the pipe. Tracer loops around flanges shall be horizontal so as to drain on shutdown, and unions shall be provided so tracers can be disconnected at valves, pumps, tanks, or other flange-connected equipment. Tracing shall be included on dead legs and similar heat sinks along the traced line. Each tracer circuit shall have a separated trap station installed at the end of the tracer circuit.

All tracers shall be arranged to accommodate maintenance and removal of traced valves, instruments, and other equipment. Tracer tube bends shall be free of kinks, wrinkles, or flattening. Bends shall be made with a mechanical tubing bender. Bend radii shall be from four to ten times the outside diameter of the tube. Tubing unions shall be installed in traces where necessary to permit removal of equipment such as pumps, and instruments. Each tracer supply line (sub-header) from the steam header shall be equipped with an isolation valve, accessible to the plant operation personnel.

Each tracer circuit shall be identified by two corrosion-resistant identification tags. One tag shall be installed on the steam supply valve at the steam distribution manifold, and the other tag shall be installed on the isolation valve located on the steam trap assembly. The identification tags shall be fabricated from 16-gauge corrosion-resistant material suitable for the environment and attached to the supply valve and steam trap assembly valve with No. 16 gauge corrosion-resistant wire, stamped with

1/4-inch (6-mm) numbers and letters using the identification system established for the project.

3.4. QUALITY OF CONSTRUCTION

The equipment shall be clean, well made, and free of defects which may affect appearance or service ability of said equipment. Weld joints shall be sound, smooth, free of pits, holes, fissures, and rough, projecting edges, and shall be thoroughly fused to the base metal. Framework and tooling mounts shall be designed and fabricated to provide smooth, vibration free movements. All parts subjected to severe wear shall be wear-resistant and hardened.

3.4.1. PROTECTIVE COATINGS

All structural metal surfaces other than stainless steel or aluminum shall be painted with one primer and one finish coat of polyurethane. Primer coat shall conform to MIL-PRF-23377K specification, 0.6 to 0.9 mils in thickness and air dried for not less than three hours before top coating. Finish coat shall be polyurethane, of manufacturer’s standard color and be 2.0 + 0.3 mils thickness. Factory painted materials/equipment shall have one finish coat of polyurethane, also of the manufacturer’s standard color and finish.

3.4.2. ACCESSIBILITY

The design shall be constructed to allow access to component mounting hardware, and for replacement and adjustment of component parts without removing the equipment as a whole.

3.4.3. HARDWARE

All machine fasteners shall be socket head cap screws and shall be Standard English or metric units.

Special tools shall not be required to service the machine.

4. QUALITY ASSURANCE PROVISIONS

4.1. GENERAL

Compliance with this specification shall be determined by formal design and assembly reviews and a final acceptance test conducted at Pine Bluff Arsenal. The contractor will furnish qualified personnel and all test equipment necessary for the final acceptance testing.

4.1.1. SPECIAL TESTS AND EXAMINATIONS

The following factors are to be evaluated to assure compliance with the specifications:

4.1.1.1. Design Review

A review of the contractor's design and component list will be made by the KO at 90% Completion of detail design. These review will be conducted at PBA. The contractor shall be responsible for notifying the KO at least 14 days prior to the schedule review.

4.1.1.2. Function Test

a. The Hot Water System shall heat water at ambient temperature to 150oF, and hold it for 1 hour with a minimum of 5 drops open.

b. The wastewater transfer system is capable of transferring water into and out of the three

Wastewater Storage Tanks and the level indication on each tank works.

These function tests described above shall be observed by Government personnel, COR, and KO.

4.2. QUALITY MANAGEMENT PLAN

The contractor shall provide a quality management plan to ensure that all quality assurance provisions are addressed within 14 days of Notice to Proceed (NTP).

4.3. QUALITY CONFORMANCE

The following inspections and tests shall be performed after the control equipment is delivered and installed at Pine Bluff Arsenal:

a. Pre-Operational Inspection: Prior to installing the new equipment, an inspection shall be made by the

KO to determine the extent of any damage which may have occurred during shipment. Any such damage must be repaired prior to the tests and installation at the contractor's expense. Function testing upon notification from the KO to proceed with installation. The contractor or his/her authorized representative shall be present for the Function Tests. In the event that the equipment malfunctions and such malfunctions are attributed to design, construction, adjustment or workmanship and that these malfunctions are cause for aborting the Final Acceptance Tests, the contractor or his/her agent shall remain on site and correct such deficiencies. All such deficiencies found and/or corrected, will be at no expense to the government.

5. PERIOD OF PERFORMANCE

Project shall be completed within 220 days after notice to proceed is received by the contractor.

6. PREPARATION FOR DELIVERY

The Contractor shall be responsible for all phases of the delivery process. This includes the receiving and unloading of all material, supplies and equipment associated with this contract. Preparation shall be as required by the Contractor to assure successful delivery.

7. CONDITIONS OF WORK

7.1. ORDER AND SCHEDULING OF WORK

When performing work on Pine Bluff Arsenal, the Contractor shall adhere to the normal duty hours of the

Arsenal which are 6:30 AM to 4:00 PM., Monday through Thursday and 6:30 AM to 3:00 PM every other

Friday. However, the contractor shall coordinate Friday work with the KO or the COR, to ensure which

Friday is the workday. Successful contractor will be provided with Pine Bluff Arsenal work schedule to include off Fridays and federal holidays. Deviations from the above must be approved in writing by the

KO at least two working days prior to the proposed deviation.

7.2. PBA ACCESS

The Visitor Control Center (VCC), located in building 17-130 will register Contractors Monday through

Thursday, from 0700-1530hrs. Upon arrival at the VCC, the Contractor personnel shall provide a valid

DoD ID or a valid photo ID and fill out a PBA Form190-5, PBA Antiterrorism/Force Protection

Background Check Form. Contractors shall also fill out PBA Form 190-17, PBA Installation Access

Badge (IAB) Request if one is not already on file.

If an individual arrives without the Pass and Registration office having received proper notification, Pass and Registration VCC personnel will attempt to reach the individual’s COR via phone to obtain verbal approval. Individuals will be allowed to in-process only after COR authorization has been received.

Once the individual’s identity has been proofed and they have been vetted (if needed) and a PBA IAB will be issued. The individual will then sign in on the PBA Form 190-37, PBA Safety Briefing Video Log and view the PBA Safety Briefing.

Installation Access Badges shall be turned in upon the expiration date or completion of project.

The following adjudication standards will prevent access onto PBA:

(1) The NCIC-III contains criminal arrest information about the individual that causes the senior commander to determine that the individual presents a potential threat to the good order, discipline, or health and safety on the installation.

(2) The installation is unable to verify the individual’s claimed identity based on the reasonable belief that the individual has submitted fraudulent information concerning his or her identity in the attempt to gain access.

(3) The individual has a current arrest warrant in NCIC, regardless of the offense or violation.

(4) The individual is currently barred from entry or access to a Federal Installation or Facility.

(5) The individual has been convicted of crimes encompassing sexual assault, armed robbery, rape, child molestation, production or possession of child pornography, trafficking in humans, drug possession with intent to sell or drug distribution.

(6) The individual has a U.S. conviction for espionage, sabotage, treason, terrorism or murder.

(7) The individual is a registered sex offender.

(8) The individual has a felony conviction within the past 10 years, regardless of the offense or violation.

(9) The individual has been convicted of a felony firearms or explosives violation.

(10) The individual has engaged in acts or activities designed to overthrow the U.S. Government by force.

(11) The individual is identified in the Terrorist Suspect Database as known to be or suspected of being a terrorist or belonging to an organization with known links to terrorism or support of terrorist activity.

Access requirements for Primary Government Contractors apply to any sub-contractors the Primary

Contractor may employ. It is the responsibility of the Primary Contractor, not the PBA COR/Government

Sponsor, to ensure sub-contractors are made aware of all requirements and restrictions. Primary

Contractors are responsible and will be held accountable for ensuring Sub-Contractors adhere to this policy. Failure by either the Primary or Sub-Contractor to comply with requirements of this PBAR could result the delayed completion of contract.

7.3. DISPOSAL OF EXCESS REMOVED MATERIAL

The Contractor retains the rights to salvage value of recycled or reclaimed uncontaminated metal not turned in to the Defense Reutilization and Marketing Office, or otherwise identified, so long as the requirements of 40 CFR 266 and 40 CFR 279, or the applicable State requirements are met. At the end of the contract, provide documentation on the disposition of salvaged materials.

It is expected that there will be a small quantity of contaminated pipe and fittings removed to make the tie-in between the Storage Tanks and the Waste Treatment System. This shall be drummed in containers as directed by the COR, Government to supply the containers.

The soil in the area to be excavated for the containment area as shown on drawings 34-182M-101 and 34-

182A-301 was removed and replaced in 2005. It is thought to be uncontaminated. During excavation of the area where the tank farm is to be installed, if any signs of white phosphorus contamination is detected, the contractor will be required to consult with PBA environmental services to insure that any contaminated materials are properly disposed of. Uncontaminated rubble, and soil will remain the property of the

Government. Uncontaminated rubble, material and equipment will be delivered by the Contractor to an erosion control area as directed by the COR. Contaminated rubble and soil shall be drummed and treated as Resource Conservation and Recovery Act (RCRA) or Non-RCRA Waste and labeled as appropriate in

DOT approved containers as directed and delivered by the Contractor to a holding area designated by the

COR.

7.4. WARRANTY

Contractor shall provide a one-year warranty of all workmanship on this project and shall provide all vendor documentation regarding vendor-provided warranty information for materials such as smart meters, valve boxes, etc.

7.5. EMERGENCY FIRST AID

A limited amount of emergency first aid will be available during normal Pine Bluff Arsenal duty hours.

Contractor shall contact US Army Health Clinic by calling 870-540-3409 or 911 using any phone at Pine

Bluff Arsenal. For any other injuries, the contractor personnel shall go to Jefferson Regional Medical

Center or see their private physician. Use of the US Army Health Clinic constitutes compliance with the first aid requirements of the Corps of Engineers Manual EM 385-1 as referenced in FAR 52.236-13

“Accident Prevention.”

7.6. SAFETY REQUIREMENTS

The following listed regulations and supplements shall be adhered to by contractor and sub-contractor personnel.

a. Army Regulations to include any PBA supplement thereto:

AR 380-5 DA Info Security Program

AR 385-10 Army Safety Program

DAPAM 385-64 Ammunition and Explosives Safety Standards

b. PBA Regulations

PBAR 190-4 Traffic Code

PBAR 385-2 Occupational Safety and Health Program

PBAR 385-31 Hazardous Work Permit

c. Contractors shall wear flame resistant clothing while working in the WP area.

d. No fire or flame-producing device will be used on the Arsenal without prior approval of the KO and the Fire Department.

e. Smoking will be permitted only in authorized areas designated by PBA.

f. Equipment will be maintained in a safe operating condition and a fire safe condition at all times. It shall be stored in designated areas, approved by the COR.

g. Hoists, cranes, derricks, or similar equipment shall not be operated where it is possible to bring any part of the machine, suspended load, or lines closer than ten feet to power lines unless the lines have been de-energized and grounded.

i. h. Work will be performed in a manner allowing the passage of traffic, especially emergency vehicles, at all times. Where only one lane or the equivalent there of is open to traffic, adequate warning signs and flagmen will be used. All personnel working at Pine Bluff Arsenal must have a safety briefing given by Safety personnel prior to beginning work.

8. ENVIRONMENTAL CONSIDERATIONS

8.1. COMPLIANCE WITH ENVIRONMENTAL LAWS AND REGULATIONS

Contractor shall comply with all applicable federal, state, and local environmental laws, statutes, regulations, executive orders, permits, Army regulations (with supplements), as well as Major Subordinate

Command (MSC) and installation regulation, policy, Host Tenant Agreement, Interagency Service

Support Agreement, or Status-of-Forces Agreement. Contractor shall immediately report any conflicts between applicable federal, state, local environmental laws, statutes, executive orders, and provisions of

Army Regulation 200-1, and any specifications within this contract to the Contracting Officer

Representative (COR).

8.2. COMPLIANCE WITH GREEN PROCUREMENT REQUIREMENTS

Contractor shall follow Federal EPA Comprehensive Procurement guidelines (www.epa.gov/cpg) and

Army Contracting Command Quick Guide

(https://acc.aep.army.mil/accapps/ACCMAP/Documents/Quick-Guide-for-Sustainable-Procurement.docx) for acquisition of building materials and products and select materials that have a long life cycle; the least toxic materials; recyclable materials; materials that are resource-efficient; materials with the maximum recycled content; materials harvested on a sustained yield basis; and products causing the least pollution during their manufacture, use, and reuse.

8.3. INSPECTIONS OF WORK SITE

Contractor shall submit to potential Federal, State, Army and installation work site environmental regulatory inspections and/or investigations into noncompliance, and fully cooperate with such inspections/investigations by providing the appropriate records and documentation. Environmental regulatory agencies are authorized by law to inspect any work site for environmental compliance with http://www.epa.gov/cpg https://acc.aep.army.mil/accapps/ACCMAP/Documents/Quick-Guide-for-Sustainable-Procurement.docx regulatory requirements. If an inspection is conducted, it will not stop or disrupt ongoing contract activities. The inspection will only require the work site environmental officer, or supervisor/manager to answer questions and/or escort the inspector to specific work site areas with the potential to affect environmental quality.

8.4. REPORTING NONCOMPLIANCE

Contractor shall immediately report any nonconformance and/or noncompliance with applicable Federal, State or Local environmental laws, Army and installation environmental regulations or policies to the

COR.

8.5. CONFORMANCE WITH ENVIRONMENTAL MANAGEMENT SYSTEM

Contractor shall take the necessary actions to identify, monitor, and control those contract operations and activities that pose risk of contamination, or can negatively impact the natural and/or human environment.

8.6. CORRECTIVE ACTION FOR NONCOMPLIANCE

Contractor shall when given a verbal and/or written notice of environmental noncompliance or nonconformance by the COR, take immediate corrective action. Failure or refusal to comply promptly may be grounds for the Contracting Officer to invoke the appropriate contractual remedies. This may cause all or part of the work to be stopped immediately until satisfactory corrective action has been taken.

8.7. UNIVERSAL WASTE / E-WASTE MANAGEMENT

Universal waste including but not limited to some mercury containing building products such florescent lamps, mercury vapor lamps, high pressure sodium lamps, CRTs, batteries, aerosol paint containers, electrical equipment containing PCBs, and consumed electronic devices, shall be managed in accordance with applicable environmental law and installation instructions.

8.8. POLLUTION PREVENTION / HAZARDOUS WASTE MINIMIZATION

The use of hazardous materials and the generation of hazardous waste shall be minimized. The Contractor shall contact the PBA Environmental Office for suggestions and to obtain a copy of the installation's pollution prevention/hazardous waste minimization plan for supporting waste minimization goals.