FA8604-18-R-8113_Amd_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

See Block #2

PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

4. REQUISITION/PURCHASE REQ.NO.

5. PROJECT NO. (If applicable)

6. ISSUED BY AFLCMC/PZIEB CODE FA8604 7. ADMINISTERED BY (If other than Item 6) CODE

USAF/AFMC/AFLCMC

AF LIFE CYCLE MANAGEMENT CENTER

2275 D STREET, BLDG 16, RM 128

WRIGHT-PATTERSON AFB OH 45433-7228

FELICIA N. BIBBS 937-656-7470

felicia.bibbs@us.af.mil

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

FA8604-18-R-8113

X

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 Offers is extended, X is not extended.

Offers 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 MODIFICATION OF CONTRACTS/ORDERS,

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

(X )

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: ( ) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. ITEM

10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

MMHS at Fairchild AFB, WA, See attached Section J, Attachment 1 Rev 1 to Cover PD dated 18 May 2018

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).

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

DIANE M. CHONG

15B. CONTRACTOR/OFFEROR

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

16C. DATE SIGNED

(Signature of person authorized to sign)

BY________________________________________

(Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA ConWrite Version 6.15.5 FAR (48 CFR) 53.243

Created 18 May 2018 11:10 AM

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA8604-18-R-8113 0001

DOCUMENT PGS DATE TITLE

ATTACHMENT 1 33 18 MAY 2018 COVER PURCHASE DESCRIPTION (REV 1)

COVER PURCHASE DESCRIPTION

FOR A

MATERIALS HANDLING SYSTEM

AT

FAIRCHILD AIR FORCE BASE, WASHINGTON

BUILDING 2447A

CSN: BFR104

DATE: 20 MARCH 2018

REVISION 1: 18 MAY 2018

PREPARED BY:

Megan E. Blackwell

MEGAN E. BLACKWELL

PROJECT ENGINEER

AFLCMC/EZPAE

James F. Rowland

JAMES F. ROWLAND

REVIEWER

AFLCMC/EZPAE

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Table of Contents

1. SCOPE

1.1. GENERAL SCOPE

1.2. DEFINITIONS

2. APPLICABLE DOCUMENTS

2.1. GOVERNMENT DOCUMENTS

2.2. NON-GOVERNMENT DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.1.1. CANTILEVER RACK

3.1.2. BIN SHELVING

3.1.3. MECHANICAL-ASSIST, MOBILE STORAGE SYSTEM

3.1.4. MEZZANINE

3.1.5. VERTICAL CAROUSEL

3.1.6. INSTALLATION OF EXISTING PALLET RACK |R1

3.1.6.1. RACK PROTECTORS

3.1.6.2. FIRE SUPPRESSION SYSTEM INSTALLATION

3.1.7. FIRE SUPPRESSION SYSTEM DESIGN AND VERIFICATION

3.1.8. SMALL ITEM PICK VEHICLES

3.1.8.1. LIFT HEIGHT

3.1.8.2. PLATFORM CHARACTERISTICS

3.1.8.3. OPERATING CHARACTERISTICS

3.1.8.4. FEATURES

3.1.8.5. CONTROLS

3.1.8.6. CHARGING

3.1.8.7. FULL BODY HARNESS

3.1.8.8. SELF-RETRACTING LIFELINES

3.1.9. FORKLIFT GUARD POSTS

3.2. CHARACTERISTICS

3.2.1. NOISE LEVELS

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. POWER SOURCE

3.2.2.2. INSTALLATION CODE

3.2.2.3. CONDUIT

3.2.2.4. GROUNDING

3.2.2.5. WIRING

3.2.2.6. OVERCURRENT PROTECTION

3.2.2.7. ENVIRONMENTAL PROTECTION

3.2.2.8. PROTECTION FROM MECHANICAL DAMAGE

3.3. DESIGN AND FABRICATION

3.3.1. DESIGN CRITERIA

3.3.1.1. RELIBAILITY/AVAILABILITY

3.3.1.2. MAINTAINABILITY

3.3.1.3. ENVIRONMENTAL CONDITIONS

3.3.1.4. STANDARD, COMMERCIAL COMPONENTS

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Fairchild AFB – Cover PD – Page ii

3.3.1.5. STANDARDIZATION

3.3.1.6. SPECIAL TOOLS

3.3.1.7. ACCESSIBILITY

3.3.1.8. STRUCTURAL REQUIREMENTS

3.3.1.9. VERIFICATION OF DIMENSIONS

3.3.1.10. OZONE DEPLETING SUBSTANCES (ODS)

3.3.1.11. SAFETY

3.3.1.11.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

3.3.1.11.2. PROTECTION AGAINST MOVING PARTS

3.3.1.11.3. PLACARDS

3.3.1.11.4. FAIL-SAFE CONTROLS

3.3.1.11.5. CLEAN-UP

3.3.1.12. HUMAN ENGINEERING

3.3.2. MATERIALS

3.3.2.1. STEEL

3.3.2.2. MECHANICAL FASTENING DEVICES

3.3.2.3. ANCHORS

3.3.3. PROTECTIVE COATINGS

3.3.3.1. PAINTING

3.3.3.2. PLATING

3.3.3.3. GALVANIZING

3.3.3.4. DISSIMILAR METALS

3.3.4. WELDING

3.3.4.1. WELDING PROCEDURE QUALIFICATION

3.3.4.2. WELDER PERFORMANCE QUALIFICATION

3.3.4.3. FIRE PROTECTION

3.3.5. CUTTING

3.3.6. COORDINATION

3.3.7. NAMEPLATES

3.3.8. PRECEDENCE

3.4. DOCUMENTATION

3.4.1. MANAGEMENT REPORTS

3.4.2. SHOP DRAWINGS

3.4.3. EQUIPMENT MANUALS

3.4.3.1. OPERATION MANUALS

3.4.4. CERTIFICATIONS

3.4.5. AS-BUILT DRAWINGS

4. QUALITY ASSURANCE PROVISIONS

4.1. GENERAL

4.2. ACCEPTANCE TESTS

4.2.1. SYSTEM CHECKOUT TEST

4.2.2. QUALITY CONFORMANCE TEST

4.2.3. RELIABILITY DEMONSTRATION TEST

4.3. INSPECTIONS, TESTS, AND CERTIFICATIONS

4.3.1. INSPECTIONS

4.3.2. TESTS

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4.3.3. CERTIFICATIONS

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Fairchild AFB - Cover PD - Page 1

1. SCOPE

1.1. GENERAL SCOPE

This purchase description (PD) establishes the minimum performance, design, fabrication, installation, orientation, and test requirements for a Materials Handling System for the 92nd

Logistics Readiness Squadron (LRS) in Building 2447A at

Fairchild Air Force Base (AFB), Washington. The work shall be completed in accordance with this PD and Air Force (AF) Drawing

BFR104-01. This PD covers all equipment, materials, and labor necessary to complete installation of the system. It also includes performing tests and making adjustments to the system.

1.2. DEFINITIONS

AF – Air Force

AFB – Air Force Base

COTR – Contracting Officer's Technical Representative

LRS – Logistics Readiness Squadron

MTBF – Mean Time Between Failures

MTTR – Mean Time To Repair

ODS – Ozone Depleting Substances

PD – Purchase Description

2. APPLICABLE DOCUMENTS

The following documents form a part of this PD to the extent specified herein. The issue in effect on the date the solicitation is issued shall apply.

2.1. GOVERNMENT DOCUMENTS

AIR FORCE INSTRUCTIONS (AFI)

AFI 48-127

Occupational Noise and Hearing

Conservation Program

AFI 91-203

Air Force Consolidated Occupational

Safety Instruction, Chapter 27, Welding, Cutting and Brazing; Chapter

35, Material Handling Equipment

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UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-310-04 Seismic Design of Buildings

UFC 3-600-01

Fire Protection Engineering for

Facilities

(Copies can be accessed at http://www.wbdg.org/FFC/dod/unified-facilities-criteria-ufc)

AIR FORCE DRAWINGS

BFR104-01 Materials Handling System Layout

92nd Logistics Readiness Squadron

Building 2447A

Fairchild Air Force Base, Washington

03/20/2018

2.2. NON-GOVERNMENT DOCUMENTS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 360 Manual of Steel Construction -

Allowable Stress Design, Ninth Edition

(Applications for copies shall be addressed to the American

Institute of Steel Construction, Inc., 1 East Wacker Drive, Chicago IL 60601)

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI B11.19 Machines – Performance Criteria for

Safeguarding

ANSI Z49.1 Safety in Welding and Cutting

National Standards Institute, 1430 Broadway, New York, NY 10018)

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

29 CFR 1910 Occupational Safety and Health

Standards, (General Industry)

29 CFR 1926 Safety and Health Regulations for

Construction

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ASTM A123/

A123M

Standard Specification for Zinc (Hot

Dip Galvanized) Coatings on Iron and

Steel Products

ASTM A153/

A153M

ASTM A307

Standard Specification for Zinc Coating

(Hot-Dip) on Iron and Steel Hardware

Standard Specification for Carbon Steel

Bolts and Studs, 60,000 psi Tensile

Strength

ASTM A325 Standard Specification for Structural

Bolts, Steel, Heat Treated, 120/105 ksi

Minimum Tensile Strength

ASTM B633 Standard Specification for

Electrodeposited Coatings of Zinc on

Iron and Steel

Society for Testing and Materials, 1916 Race Street, Philadelphia PA 19103)

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1 Welding Procedure and Performance

Qualification

AWS D1.1 Structural Welding Code – Steel

AWS D14.1 Welding of Industrial and Mill Cranes and Other Material Handling Equipment, Spec for

Welding Society, Inc., 550 NW Lejeune Road, P.O. Box 35140, Miami FL 33135)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 13 Standard for the Installation of

Sprinkler Systems

NFPA 51B Standard for Fire Prevention During

Welding, Cutting and Other Hotwork

NFPA 70 National Electrial Code

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NFPA 101 Life Safety Code

(Applications for copies shall be addressed to the National Fire

Protection Association, One Batterymarch Park, P.O. Box 9101, Quincy MA 02269-9101)

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 6 Industrial Control and Systems:

Enclosures

(Applications for copies shall be addressed to the National

Electrial Manufacturers Association, 1300 North 17th Street;

Suite 900, Arlington VA 22209)

SOCIETY OF AUTOMOTIVE ENGINEERS, INC (SAE)

SAE J429 Mechanical and Material Requirements for Externally Threaded Fasteners, Standard

(Applications for copies shall be addressed to the Society of

Automotive Engineers, Inc., 400 Commonwealth Drive, Warrendale

PA 15906)

INTERNATIONAL BUILDING CODE (IBC)

IBC 2012 International Building Code (IBC) developed by the International Code

Council (ICC)

(Applications for copies can be obtained at http://www.iccsafe.org/Pages/default.aspx)

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

The following major components shall be integrated to form the complete Materials Handling System.

3.1.1. CANTILEVER RACK

Cantilever rack shall be installed as specified in Appendix A and this Cover PD.

3.1.2. BIN SHELVING

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Fairchild AFB - Cover PD - Page 5

Bin shelving shall be installed as specified in Appendix B and this Cover PD.

3.1.3. MECHANICAL-ASSIST, MOBILE STORAGE SYSTEM

A mechanical-assist, mobile storage system shall be installed as specified in Appendix C and this Cover PD.

3.1.4. MEZZANINE

A mezzanine shall be installed as specified in Appendix D and this Cover PD.

3.1.5. VERTICAL CAROUSEL

A vertical carousel shall be installed as specified in Appendix

E and this Cover PD.

3.1.6. INSTALLATION OF EXISTING PALLET RACK

Existing BAN-AIR brand pallet rack shall be installed as shown on AF Drawing BFR104-01. The pallet rack is currently palletized and located in Building 2447A. Pallet rack units shall be 24 feet in height with bays that are 50 inches deep and at least 52 inches wide. Rows of pallet rack shall not extend more than 40 feet in length. The racks shall be separated by a

6 inch flue space when located back-to-back. The pallet rack system shall be installed to be a rigid freestanding structure and shall not be connected to any existing building structure except the floor. Each upright bearing plate shall be securely anchored to the floor with a minimum of two 1/2-inch diameter anchor bolts. The pallet rack system shall be installed so that the columns are perpendicular to the beams and parallel to each other. All horizontal members shall be level to within 1/8-inch per 10 feet. Any additional hardware required to complete the installation of this pallet rack shall be provided by the

Contractor. Quantities and types of hardware are expected to be minimal but shall not exceed the counts provided in Table 1 below.

Hardware Type Maximum Quantity

Upright bearing plate and associated nuts and bolts

Upright connector and associated nuts and bolts

TABLE 1. Hardware types and maximum quantities for pallet rack

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The assembled pallet rack system shall be rigid, stable, and without deformation or skewing when each bay is loaded to the capacity of the design loads. Figure 1 and Figure 2 provide images of the current state of the pallet rack and the installed state of the pallet rack. The requirements of paragraph 3.3.1.8. shall not be applicable to this rack.

FIGURE 1. Current location (Bldg 2447A) and state of pallet rack

FIGURE 2. Pallet rack when installed

|R1

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3.1.6.1. RACK PROTECTORS

Rack protectors shall be provided for the pallet rack uprights at the entrances to each aisle as shown on AF Drawing BFR104-01.

Rack protectors shall be 18 inches in height and fit securely around the pallet rack uprights. Rack protectors shall be constructed of polyethylene and shall include two straps for attachment. Rack protectors shall be safety yellow.

3.1.6.2. FIRE SUPPRESSION SYSTEM INSTALLATION

The Contractor shall install the fire suppression system designed as required by paragraph 3.1.7. If it has been determined that the existing system will support this addition, it shall be tied in. If it has been determined that the existing system will not support this addition, the new fire suppression system shall be installed and left open within 1 foot of the tie in point. Prior to impairing the existing system for connection of the sprinkler system, the Contractor shall notify Fairchild AFB Fire Department. The existing fire suppression system shall not be inoperative for any time longer than that required to make the required connections.

3.1.7. FIRE SUPPRESSION SYSTEM DESIGN AND VERIFICATION

The Contractor shall design an in-rack wet-pipe fire suppression system for the pallet rack specified in paragraph 3.1.6. of this

Cover PD and a wet-pipe fire suppression system for underneath the mezzanine specified in Appendix D in accordance with NFPA

13, UFC 3-600-01, and applicable fire codes at Fairchild AFB.

All appendicies of NFPA 13 will be considered to be a part of the main body of the standard; all “shoulds” will be considered

“shalls” in this project. Sprinkler size, spacing, and location shall be in accordance with NFPA 13 and designed for storage of

Class IV commodities as defined in NFPA 13, Chapter 5.

Sprinkler heads and piping shall be located so not to be susceptible to damage or interfere with normal operations of the pallet rack. The shelf clearances for the pallet rack shown on

AF Drawing BFR104-01 shall be maintained. The Contractor shall design the fire suppression system to connect to the existing system piping at the most economical point permitted by NFPA 13 criteria and approved by the COTR. The Contractor shall perform a test on the existing system in accordance with NFPA 13 to determine flow and pressure characteristics and design a system compatible with the existing system. If it is not possible to design an acceptable system compatible with the existing fire suppression, calculations that prove so shall be provided. The

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Fairchild AFB - Cover PD - Page 8 proposed sprinkler design, with supporting hydraulic calculations, shall be approved by the COTR prior to initiation of any work on the fabrication or installation of the sprinkler system. The fire suppression design and hydraulic calculations shall be sealed by a qualified registered Professional Engineer or a R.M.E. (NICET Level IV) technician. A Fire Protection

Engineer must review the shop drawing design submission and certify in writing that the design is in compliance with UFC 3-

600-01, Chapter 4-1. This certification letter must be submitted with the shop drawing package.

3.1.8. SMALL ITEM PICK VEHICLES

Two small item pick vehicles shall be provided to pick small and medium sized hand liftable items. The vehicles shall be JLG model number 15MSP or equivalent. The small item pick vehicles shall interface with the pallet rack to be installed as specified in paragraph 3.1.6. of this Cover PD. The small item pick vehicles shall meet the following requirements as a minimum.

3.1.8.1. LIFT HEIGHT

The minimum lift height for the operator platform shall be 180 inches.

3.1.8.2. PLATFORM CHARACTERISTICS

The combined operator and pick platform shall be a minimum of 28 inches by 48 inches. The platform capactity shall be a minimum

500 pounds. The operator’s platform shall be fully enclosed with guard rails meeting the requirements of OSHA 1910.23. The operator’s platform shall provide a safety tie off point meeting the requirements of AFI 91-203, paragraph 13.4.6.7. Signage next to the anchorage point shall indicate it supports a minimum of 5,000 pounds.

3.1.8.3. OPERATING CHARACTERISTICS

The small item pick vehicles shall have a zero turning radius, shall operate in a minimum aisle width of 36 inches, shall have non-marking tires, and shall have a minimum of 2 inches of ground clearance.

3.1.8.4. FEATURES

The small item pick vehicle shall have variable speed elevation controls, safety interlock controls, key lock main power switch, FA8604-18-R-8113/0001 Attachment 1 Page 14 of 33

Fairchild AFB - Cover PD - Page 9 automatic power off battery saver, a lanyard attachment anchor, a flashing amber beacon or other safety light, and a horn.

3.1.8.5. CONTROLS

The small item pick vehicles shall have a battery discharge indicator and an hour meter.

3.1.8.6. CHARGING

Charging of the battery shall be from a standard 110 volt outlet.

3.1.8.7. FULL BODY HARNESS

A full body harness shall be supplied for each small item pick vehicle.

3.1.8.8. SELF-RETRACTING LIFELINES

One self-retracting lifeline shall be supplied for each small item pick vehicle. Self-retracting lifelines shall be automatic in their locking (fall stopping) function. Self-retracting lifelines shall interface with the full body harness.

3.1.9. FORKLIFT GUARD POSTS

Steel pipe forklift guard posts shall be provided as shown on AF

Drawing BFR104-01. The guard posts shall extend a minimum 3 feet above the floor and shall be installed in such a manner that they do not interfere with the normal usage of the pallet rack. A cap shall be installed on the top of the guard post.

The guard posts shall not interfere with the normal movement of the trucks and shall protect the corner upright frame at each aisle entry from an accidental impact with a 4,000 pound capacity forklift. Each forklift guard post shall be anchored to the floor with a minimum of four anchor bolts in accordance with 3.3.2.3. of the Cover PD. The guard post shall be painted safety yellow.

3.2. CHARACTERISTICS

3.2.1. NOISE LEVELS

The Contractor shall consider noise levels in the design of the equipment. Hazardous noise shall not exceed 85 decibels A-weighted sound pressure level (dB(A)) for 8 hours in any 24-hour period or equivalent in accordance with AFI 48-127. Noise level

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Fairchild AFB - Cover PD - Page 10 measurements will be taken at a three-foot distance from the equipment producing the noise and at a level of five feet above the ground/floor in all locations in which personnel may be present during normal operations. If noise levels of installed equipment exceed this requirement, then noise shall be reduced through engineering controls; i.e., insulation, dampening, and isolation.

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. POWER SOURCE

The Contractor shall run electrical power from a Government furnished power source. The Contractor shall furnish and install all necessary wiring and equipment for power distribution to the system and for control of the system. The contractor shall provide a list of supplies used so that local

Civil Engineering (CE) can match spare parts later on.

3.2.2.2. INSTALLATION CODE

The installation shall, at a minimum, conform to applicable rules of NFPA 70 (National Electrical Code).

3.2.2.3. CONDUIT

All wiring shall be encased in rigid metal conduit conforming to

Article 346 of NFPA 70; electrical metallic tubing conforming to

Article 348 of NFPA 70; or flexible metallic tubing conforming to Article 349 of NFPA 70. If conduit/cables are dropped from overhead, they shall be enclosed in a power pole. No conduit/cable shall run on top of the floor/ground. Exposed conduit shall be installed parallel or perpendicular to walls, structural members, or intersections of vertical planes and ceilings. Exposed conduit and fasteners shall match the color of the walls and/or existing conduit color. Changes in direction of conduit shall be made with symmetrical bends or cast metal fittings. Field made bends shall be made with the proper hickey or conduit-bending machine. Crushed or deformed conduit shall not be accepted. Conduit shall be rigidly fastened in place at intervals of not more than 10 feet.

3.2.2.4. GROUNDING

Each component of the system shall be properly grounded to ensure safe working conditions. This shall include adequate ground against static charges that may be generated. Grounding

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Fairchild AFB - Cover PD - Page 11 shall conform to Article 250 of NFPA 70. Conduit shall not be used as a method of grounding.

3.2.2.5. WIRING

Conductors shall be copper. Wire connectors of insulating material or solderless pressure connectors properly taped shall be utilized for all splices where possible. Soldered mechanical joints shall not be accepted. All wiring shall be color-coded, uniquely tagged, or uniquely numbered for identification.

Marking shall be applied in such a manner so as to facilitate tracing of wires (circuits) during repairs and/or maintenance.

Wiring and wiring installation shall conform to Article 300 of

NFPA 70.

3.2.2.6. OVERCURRENT PROTECTION

The power distribution panel shall be equipped with circuit breakers and fuses in compliance with Article 240 of NFPA 70.

Motors shall be equipped with disconnect switches and thermal overload devices. Switches shall be non-fused disconnects.

3.2.2.7. ENVIRONMENTAL PROTECTION

All indoor enclosures and controls shall be in accordance with

NEMA ICS 6, Type 12. All outdoor enclosures and controls shall be in accordance with NEMA ICS 6, Type 3S.

3.2.2.8. PROTECTION FROM MECHANICAL DAMAGE

No pushbuttons, control panel, conduit, shielded cable, wire, or electrical device shall be installed so as to expose it to mechanical damage during normal use. If an electrical device is exposed to damage by material or personnel, then it shall be guarded.

3.3. DESIGN AND FABRICATION

3.3.1. DESIGN CRITERIA

3.3.1.1. RELIBAILITY/AVAILABILITY

Each component of the system shall demonstrate a mean time between failure (MTBF) and availability greater than or equal to that listed in the following table. A failure is defined as any interruption that causes corrective maintenance to be made to the system. The operating time will be based on the hours listed on the following table or the actual hours read from the

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Fairchild AFB - Cover PD - Page 12 hour meter. The following formulas will be used to calculate

MTBF and availability.

MTBF =

Operating Time

Total Failures

Mean Time to Repair (MTTR) = Total Repair Time

Total Failures

Availability =

MTBF

(MTBF + MTTR)

Reliability/Availability Table

Equipment Operating Time

(Hours)

MTBF

(Hours)

Availability

Vertical

Carousel Hour Meter 22 95

Small Item

Pick Vehicle Hour Meter 22 95

3.3.1.2. MAINTAINABILITY

The system shall be designed, fabricated, and installed to facilitate maintainability and ensure a minimum service life of

15 years. The design shall provide for modular assembly of components and subassemblies where feasible to permit repair or replacement of parts in a minimum of time. This shall include plug-in electrical connections for major electrical subassemblies.

3.3.1.3. ENVIRONMENTAL CONDITIONS

The system shall operate in a temperature range of -20 to 90 degrees Fahrenheit with up to 100 percent relative humidity.

The system shall be constructed to operate in an open warehouse environment.

3.3.1.4. STANDARD, COMMERCIAL COMPONENTS

Standard, commercial components which have been for sale and available for purchase to the general public or government agencies for at least one year shall be used to the maximum extent possible. If requested by the COTR (Contracting

Officer's Technical Representative), the Contractor shall furnish evidence that equipment of approximately the same design as that proposed to be installed has been tested and successfully operated. Where two or more units of the same type

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Fairchild AFB - Cover PD - Page 13 of equipment are required, these units shall be products of the same manufacturer. All equipment and materials shall be new.

3.3.1.5. STANDARDIZATION

Mechanical and electrical interchangeability shall exist between like assemblies, subassemblies, and replaceable parts regardless of the manufacturer's supplier. Interchangeability does not necessarily mean complete identity, but requires that a substitution of such like-assemblies and replacement parts be easily effected without physical or electrical modifications, including cabling, wiring, and mounting.

3.3.1.6. SPECIAL TOOLS

Use of special tools shall be minimized and, where required for operational adjustments, shall be securely mounted within the equipment in a readily accessible location. Standard tools, fittings, lubricants, and fluids shall be used to the maximum practicable extent.

3.3.1.7. ACCESSIBILITY

Structural members shall not prevent access to or removal of components for repair or replacement. Equipment shall be designed for rapid and easy removal as well as replacement or repair of malfunctioning units, by one individual where feasible. Mechanical components shall be designed to permit lubrication of components without disassembly.

3.3.1.8. STRUCTURAL REQUIREMENTS

The system shall be designed and constructed in accordance with design codes at Fairchild AFB. The system shall also be designed to withstand seismic forces as specified in UFC 3-310-

04. State of Washington structural codes shall be verified by a certified PE for the mezzanine.

3.3.1.9. VERIFICATION OF DIMENSIONS

The contractor shall become familiar with all details of the work, verify all dimensions in the field, and shall advise the

Contracting Officer of any discrepancy before performing the work.

3.3.1.10. OZONE DEPLETING SUBSTANCES (ODS)

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The Contractor shall not use or prescribe to the greatest extent possible any ODS in the installation and maintenance of the system. ODS includes, but is not limited to aerosol cans, certain cleaning solvents, and certain lubricants. If there is a question pertaining to the applicability of a substance, submit the name of the substance to the Contracting Officer for verification.

3.3.1.11. SAFETY

The Contractor shall consider the safety of personnel and equipment when designing and installing the system. Safety provisions shall be incorporated to the maximum extent possible.

When possible, hazards shall be eliminated through design. When this is not possible, safety devices such as guards, interlocks, and barriers shall be installed. If this does not eliminate the hazard, warning devices such as warning signs, indicator lights, and audio devices shall be installed. Safety requirements shall include, but are not limited to, the following.

3.3.1.11.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

The system installation practices and completed system shall meet all applicable requirements of OSHA 29 CFR 1910 and OSHA 29

CFR 1926.

3.3.1.11.2. PROTECTION AGAINST MOVING PARTS

Moving parts shall be provided with guards to protect personnel from possible injury. Guards shall be in accordance with ANSI

B15.1.

3.3.1.11.3. PLACARDS

Conspicuous placards shall be mounted adjacent to areas where hazards may exist (i.e., high voltage, pinch points, and tripping hazards). Placards shall also be used to identify operating limits (i.e., capacity, speed, and incline) in a conspicuous location for operators' use.

3.3.1.11.4. FAIL-SAFE CONTROLS

No controls shall cause false operation or endanger personnel if a part should fail. No damage or destruction of any component shall result from reduced voltage or complete loss of power.

3.3.1.11.5. CLEAN-UP

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The Contractor shall, at all times, keep the work area, including storage areas, free from the accumulation of waste materials and dust which would cause a hazard or nuisance to others. The approved methods of stabilization for dust control are sprinkling, chemical treatment (non-ODS) or a similar method approved by the COTR. If there is a cutting process, the solution shall be vacuumed up during the process to prevent dust pollution and water damage. Before leaving the site, the

Contractor shall remove all rubbish, tools, equipment, and materials that are not the property of the Government. At the completion of the installation/test, the Contractor shall leave the site in a clean, neat and orderly condition satisfactory to the COTR. Waste will be removed daily from the site and shall not be allowed to accumulate to the extent that it becomes a safety or fire hazard. It shall be the Contractor's responsibility to dispose of waste in accordance with all applicable Federal, State, County and Municipal codes.

3.3.1.12. HUMAN ENGINEERING

The system design and layout shall incorporate ergonomic design criteria so the optimal interface between operator and equipment is attained.

3.3.2. MATERIALS

3.3.2.1. STEEL

The structural steel components shall meet all design property requirements of AISC 360-05.

3.3.2.2. MECHANICAL FASTENING DEVICES

Unless otherwise specified, all threaded connectors of diameter greater than 7/16 inch shall be either A325 bolts conforming to

ASTM A325 or SAE Grade 5 bolts conforming to SAE J429. All structural joints shall be in accordance with AISC 360-05. Bolt hole diameters shall not exceed nominal bolt diameters by more than 1/16 inch. All bolt holes shall be free of burrs, pins, or slivers. Bolts shall extend a minimum of two threads beyond the nuts. All nuts, bolts, and other threaded fasteners shall be plated or galvanized to prevent corrosion. All threaded fasteners shall utilize plated flat and lock washers as required.

3.3.2.3. ANCHORS

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Anchors shall, at a minimum, meet the requirements of ASTM A307.

Anchors shall be either the drop-in expansion type or wedge type. All anchors shall be sufficient in size to withstand the calculated pullout and shear forces experienced by the equipment. Minimum anchor sizes shall be 3/8 inch in diameter or, if applicable, as specified in the appendices. Anchor lengths shall be long enough to assure that the manufacturer's minimum embedment in concrete is maintained and shall be installed properly to maintain the required minimum concrete embedment. Anchors shall be spaced so that the manufacturer's recommended minimum allowable spacing between anchors is maintained and the recommended minimum allowable edge distance is maintained. All anchors shall be torqued to the manufacturer's recommended installation torque. When required, adhesive anchors may be used; subject to approval by the COTR.

3.3.3. PROTECTIVE COATINGS

All system component surfaces shall be protected from corrosion by painting, plating, or galvanizing.

3.3.3.1. PAINTING

Metal surfaces, which are not galvanized or plated, shall be cleaned, treated, and painted to protect against rust, corrosion, and deterioration. The first coat of paint or primer shall be applied to a dry clean surface as soon as practicable after cleaning and treating the metal. The primer shall not interfere with the application and adhesion of subsequent coats.Paint shall last the service life of the equipment. Paint shall be lead and chromate free and meet air pollution requirements for solvent emissions. When several standard colors are available, a color selection chart shall be submitted to the COTR with the shop drawings for selection. The finish coat shall be a smooth, even surface, free from runs, sags, and defects when dry. Welded surfaces shall be cleaned and painted after the welding process is complete. Prepainted accessories, as well as surfaces not requiring paint, shall be protected from overspray.

3.3.3.2. PLATING

All surfaces to be plated shall be thoroughly cleaned to provide a surface free of mill scale, oil, grease, dirt, rust, and any other foreign material prior to being plated. Plating at a minimum shall comply with ASTM B633, Service Condition 1, Type I unless otherwise specified.

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3.3.3.3. GALVANIZING

All metal surfaces to be galvanized shall be thoroughly cleaned to provide smooth surfaces and shall comply with ASTM A153 and

ASTM A123.

3.3.3.4. DISSIMILAR METALS

Materials used and their locations shall not promote galvanic corrosion. No combination of materials shall be used that form an electrolytic couple of such nature that corrosion is accelerated.

3.3.4. WELDING

Dimensional tolerances for welded construction, details of welds, and quality of welds shall be in accordance with the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1.

The Government reserves the right to perform supplemental nondestructive and destructive tests to determine compliance.

Safety precautions during welding shall conform to ANSI Z49.1.

3.3.4.1. WELDING PROCEDURE QUALIFICATION

Qualification of welding procedures shall conform to the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1.

The Government reserves the right to request copies of Welding

Procedure Specifications for any welding procedure followed in the fabrication of this system.

3.3.4.2. WELDER PERFORMANCE QUALIFICATION

Each welder, welding operator, and tack welder assigned to work on this system shall be qualified in accordance with the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1.

The Government reserves the right to request certification

(Performance Qualification Test Record) that each welder, welding operator, or tack welder is qualified as specified.

3.3.4.3. FIRE PROTECTION

All welding, cutting, brazing, and burning operations shall be accomplished in strict compliance with the requirements outlined in AFI 91-203, Chapter 27 and NFPA 51B. Prior to stating any welding, cutting, brazing, or burning operations, the Contractor shall obtain a permit (USAF Welding, Cutting, and Brazing – AF

Form 592). This permit can be obtained by contacting the

Fairchild AFB Fire Department at least 24 hours in advance. A

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Fairchild AFB - Cover PD - Page 18 copy of each permit will be retained at the work site until the work has been completed. Operations that produce flying, dropping slag, metal or embers shall have sufficient non-combustible materials and fire blankets on site to protect against fire damage or personal injury. In addition, the contractor shall provide a minimum of 2 portable fire extinguishers at the work site until the work has been completed. Extinguishers shall meet a rating of 2A:20BC and the requirements outlined in AFI 91-203, Chapter 25. At the close of their operation, the Contractor shall make a thorough inspection of each building in which they have performed work.

This inspection shall ensure that all necessary safeguards relative to potential fire hazards are in effect and operational. The Contractor shall familiarize themselves and their personnel on the location of all telephones needed for fire reporting. The Contractor shall maintain good housekeeping practices to reduce the risk of fire, damage, and/or personal injury. All scrap materials, rubbish, and refuse shall be removed daily from in and around the building and shall not be permitted to be strewn on adjacent property. Flammable and combustible materials used inside the building shall be kept to a minimum and removed from the building during unused periods.

Storage of flammable/combustible materials shall not be permitted inside the building.

3.3.5. CUTTING

All edges produced by oxygen-flame cutting or any cutting operation shall be finished by grinding (or other method approved by the COTR) to a surface finish equivalent to that of adjacent surfaces. Sharp edges shall not be acceptable.

3.3.6. COORDINATION

The Contractor shall obtain approval from the local base civil engineering, fire, safety, and bioenvironmental offices before making any modifications to the existing structure to accommodate the new system. The modifications shall match existing work and shall be of comparable quality. The COTR shall also approve all modifications before they are made.

3.3.7. NAMEPLATES

The Contractor shall provide and install one corrosion resistant metal nameplate for each component. A nameplate for each row of shelving/rack shall be provided such that if one row is dismantled, the nameplates will exist elsewhere. For conveyors, a nameplate shall be provided for each kind of conveyor in the

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Fairchild AFB - Cover PD - Page 19 system (i.e. takeaway, gravity, curves, incline/decline, etc).Nameplates shall be located in a visible and safe location.

Nameplates shall last the life of the equipment and shall be capable of withstanding local environmental conditions.

Nameplates shall be stamped, engraved, or etched in a print type not less than 1/8-inch tall. No nameplate or product marking shall be installed until all touch-up painting has been completed. The nameplate or product marking shall clearly display the following headings and corresponding information.

Type of equipment

Name of manufacturer

Model Number

Contract Number

Serial Number

Capacity

Weight

Manufacture Date, Month/Year

"Property of US Government"

3.3.8. PRECEDENCE

Where local codes and standards conflict with the contents of this PD, the more stringent requirement shall prevail.

3.4. DOCUMENTATION

The Contractor shall provide documentation (data) as described below and in accordance with Table 2 below. Where possible, the

Contractor shall print on recycled paper. Also, the Contractor shall not require the use of any Class I ozone depleting substance in any submittal.

3.4.1. MANAGEMENT REPORTS

The Contractor shall provide a monthly status report complete with schedule. The report shall be either Microsoft word document or a PDF file. The monthly status report shall be submitted in accordance with Table 2. Contractor format is acceptable as long as it provides the following information as a minimum:

A) A front cover sheet which includes the title of report, the contractor’s name and address, the base name, the contract number, and the date.

B) A schedule showing actual progress to date against current contract schedule through contract completion is required. In addition, forecasted delivery and other significant project milestones should address/include, at

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Fairchild AFB - Cover PD - Page 20 a minimum: CLIN deliveries, submission of all data items, post award site visit (if applicable), shipping of deliverables, installation, training/orientation (if required), system checkout test, quality conformance test, reliability demonstration test, etc.

C) The body of the report shall provide a summary of the progress to date. It shall identify any problem areas, any changes in schedule or contract equipment, any engineering change proposals, all significant trips, emails, or telephone calls affecting the performance or scope of the contract.

3.4.2. SHOP DRAWINGS

The Contractor shall provide shop drawings, which includes as a minimum; all drawings and instructions required for installation of the system and fire suppression system design drawings as specified in paragraph 3.1.7. of this Cover PD. Shop drawings shall include a border and title block that includes the

Contractor’s name, the contract number, building number, base name, and date. Shop drawings shall be submitted in a time frame, which meets the contract schedule. Government shall have two weeks to review shop drawings. Any resubmittals required shall be resubmitted within one week. The shop drawing package shall be submitted in as required by Table 2.

3.4.3. EQUIPMENT MANUALS

Operation and maintenance manuals and illustrated parts breakdowns shall be required for every system component with moving parts, electrical/electronic parts and expecially components requiring maintenance. Manuals shall be written at the 8th grade level. Warranties shall be included in the manuals or provided as a separate data item. Manuals shall be submitted in accordance with Table 2.

3.4.3.1. OPERATION MANUALS

Operation manuals shall provide instructions for the safe operations of the equipment. Operation manuals shall provide an inspection checklist to ensure equipment is safe to operate before use. Operation manuals shall include the minimum operator training requirements for use of equipment.

3.4.4. CERTIFICATIONS

After installation of all equipment the contractor shall certify the system meets or exceeds the requirements listed in sections

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4.3.3 of this Cover Purchase Description and all appendices. A general statement that the delivered system meets or exceeds all system requirements is not acceptable i.e. the contractor shall certify each requirement one-by-one. With these certifications the contractor shall also certify the tests in paragraph 4.3.2 of this Cover Purchase Description and of all appendices have been performed and the system is ready for Government inspection.

3.4.5. AS-BUILT DRAWINGS

The Contractor shall provide as-built drawings of all drawing submitted as part of the shop drawing package. As-built drawings shall include a border and title block that includes the Contractor’s name, the contract number, building number, base name, and date. As-built drawings shall be submitted in accordance with Table 2.

SUBMITTAL DUE DATE DISTRIBUTION LIST

Megan

Blackwell megan.blackwell.

1@us.af.mil

Buyer identified at time of award

Doug Fugere douglas.fugere

@us.af.mil

Management

Reports

(3.4.1)

1st business day of each month starting after the month the contract is awarded email with attachment of report email with attachment of report email with attachment of report

Shop Drawings

(3.4.2)

Due date is same as

CLIN 0001

Email with attachment of drawings

(AutoCAD and

PDF)

Email with attachment of drawings

(PDF)

Email with attachment of drawings

(AutoCAD and

PDF)

Equipment Manuals

(3.4.3)

With delivery of equipment

Email with attachment of manuals

(PDF)

Email indicating delivery of manuals completed

Email with attachment of manuals

(PDF) and 2 sets of hard copies

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Certifications

(3.4.4)

Within 2 business days of system installatio n completion

Email with attachment of certificatio ns (Word

Document or

PDF)

Email with attachment of certificatio ns (Word

Document or

PDF)

Email with attachment of certificatio ns (Word

Document or

PDF)

As-built Drawings

(3.4.5)

30 days after

Government acceptance of system

Email with attachment of drawings

(AutoCAD and

PDF)

Email with attachment of drawings

(PDF)

Email with attachment of drawings

(AutoCAD and

PDF) and one set of hard copies (D size)

TABLE 2. Distribution of Data Requirements

4. QUALITY ASSURANCE PROVISIONS

4.1. GENERAL

The COTR shall monitor the installation of the system. The system delivery dates shall not be extended because of work stoppages caused by unacceptable practices and/or test failures.

For all inspections and tests, the Contractor shall provide all test apparatus (i.e., tape measures, levels, calipers, micrometers, stop watches). All test apparatus will be returned to Contractor upon completion of all tests. The Government will provide all test loads.The Contractor shall be responsible for loading and unloading all test loads and performing all inspections and tests. The Contractor shall provide a knowledgeable and authoritative representative on site during the entire acceptance tests.

4.2. ACCEPTANCE TESTS

Three tests must be successfully completed prior to the

Government accepting the system. These tests are the system checkout test, the quality conformance test, and the reliability demonstration test.

4.2.1. SYSTEM CHECKOUT TEST

Upon completion of installation, the Contractor using loads of the type specified herein and in the appendices shall check out the system. The Contractor shall inspect the system to assure that the system meets all the requirements of 4.3.1. The

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Contractor shall also test the system in accordance with the test defined in 4.3.2. All inspections and tests shall be repeated until all modifications and/or adjustments are complete and the system passes all inspections and tests. The Contractor shall submit to the Contracting Officer written certification that the system has passed the requirements of this paragraph.

The COTR will schedule the quality conformance test to start within 10 days following the receipt of the written certification from the Contractor.

4.2.2. QUALITY CONFORMANCE TEST

As part of the quality conformance test, the Contractor shall provide written certification that the requirements listed in

4.3.3. have been met. This certification is required on or before the start of the quality conformance test. The

Contractor, in the presence of the COTR, shall inspect the system to confirm that the system meets all the requirements of

4.3.1. The Contractor, in the presence of the COTR, shall also test the system in accordance with the test defined in 4.3.2.

Upon successful completion of all tests and inspections and the receipt of all certifications, the reliability demonstration shall start.

4.2.3. RELIABILITY DEMONSTRATION TEST

After successful completion of the quality conformance test, the system will be used for 30 calendar days. If the system fails during this time, the Contractor shall take corrective action and restart the test from the beginning. The Contractor shall be allowed to restart the reliability demonstration test a maximum of 2 times. If the system fails to pass the reliability demonstration within 3 attempts, then the system shall be rejected.

4.3. INSPECTIONS, TESTS, AND CERTIFICATIONS

This section defines all inspections and tests that must be completed as part of the system checkout test and repeated at the quality conformance test. This section also includes a list of all certifications that must be received from the Contractor on or before the start of the quality conformance test. The

Contractor may add to this list, or question any requirement, by sending a letter to the Contracting Officer prior to the acceptance tests. The COTR will classify all deficiencies encountered into one of the defect classification listed below.

Any critical or major defect found shall be cause for rejection of the system. Any combination of two or more minor defects

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Fairchild AFB - Cover PD - Page 24 shall leave the rejection of the system at the discretion of the

COTR.

Critical Defect - A defect that judgment and experience indicate is likely to result in hazardous or unsafe conditions for individuals using, maintaining, working near, or depending upon the equipment.

Major Defect - A defect other than critical that is likely to result in failure, or reduce materially the system for its intended purpose.

Minor Defect - A defect that is not likely to reduce materially the usability of the system for its intended purpose, or is a departure from established standards having little bearing on the effective use or operation of the system.

4.3.1. INSPECTIONS

The system shall be inspected to verify that it meets all the requirements of sections 1, 2, and 3 of the cover purchase description (and associate appendices, if applicable). These inspections shall be completed as part of the system checkout test and again as a part of the quality conformance test.

4.3.2. TESTS

The tests in associated appendices shall be performed on the system as part of the system checkout test and again as a part of the quality conformance test.

4.3.3. CERTIFICATIONS

The Contractor shall provide certification that the following requirements (and the certification requirements of associated appendices) have been met in accordance with the Contract Data

Requirements List.

No. Paragraph…