FA860419R8117001.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

ZACHARY P. REYNOLDS 937-656-7381

ZACHARY.REYNOLDS@US.AF.MIL

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

FA860419R8117000

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 X is extended, 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 0 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 X 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.)

NON-ACAT CONVEYOR SYSTEM AT MISAWA AIR BASE, Incorporate Revised Cover Purchase Description, (REV 3), Section J, Attachment 1, dated 09 May 2019, Revised Appendix F (REV 1), Section J, Attachment 7, dated 15 May 2019 Revised Drawing GWH803-01, Section J, Attachment 8, dated 26 March 2019 and GWH-03, Section J, Attachment 10, dated 26 March 2019, 2 Sets of Responses to Questions. The proposal submission date is also extended to 30 May 2019.

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)

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 7.1.2.2 FAR (48 CFR) 53.243 Created 15 May 2019 1:47 PM

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA860419R81170001 PAGE 2 OF 3

1. This amendment hereby incorporates:

a. Revised Cover Purchase Description, (REV 3), Section J, Attachment 1, dated 09 May 2019.

b. Revised Appendix F (REV 1), Section J, Attachment 7, dated 15 May 2019.

c. Revised Drawing GWH803-01, Section J, Attachment 8, dated 26 March 2019.

d. Revised Drawing GWH-03, Section J, Attachment 10, dated 26 March 2019.

e. 2 Sets of Responses to Questions.

f. The proposal submission date is extended until 30 May 2019

2. All other terms and conditions remain the same.

SCHEDULE

FA860419R81170001

DOCUMENT PGS DATE TITLE

ATTACHMENT 1 37 09 MAY 2019 COVER PURCHASE DESCRIPTION

ATTACHMENT 7 18 15 MAY 2019 APPENDIX F: ELECTRIC 463L PALLET JACKS

BUILDINGS 26 AND 139

ATTACHMENT 8 1 26 MAR 2019 DRAWING: GWH803-01

ATTACHMENT 10 1 26 MAR 2019 DRAWING:GWH803-03

COVER PURCHASE DESCRIPTION

FOR

MATERIALS HANDLING SYSTEM

AT

WHITEMAN AFB, MISSOURI

BUILDING 26, 115 & 139

CSN: GWH803

DATE: 15 May 2019 Revision 1: 23 April 2019 Revision 2: 26 April 2019

Revision 3: 9 May 2019

PREPARED BY:

Nathan J. Meyer Nathan J. Meyer

AFLCMC/EZPAE

WRIGHT-PATTERSON AFB OH

REVIEWED BY:

James F. Rowland James F. Rowland

AFLCMC/EZPAE

WRIGHT-PATTERSON AFB OH

FA8604-19-R-8117 Attachment 1 Page 1 of 37

THIS PAGE LEFT BLANK INTENTIONALLY

FA8604-19-R-8117 Attachment 1 Page 2 of 37

Table of Contents

1. SCOPE

1.1. GENERAL SCOPE

1.2. ACRONYMS

1.3. DEFINITIONS

1.3.1. 463L PALLETS

1.3.2. ISU 70/90 PALLETS

2. APPLICABLE DOCUMENTS

2.1. GOVERNMENT DOCUMENTS

2.2. NON-GOVERNMENT DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.1.1. PALLET RACK

3.1.2. WALKIE-REACH VEHICLE

3.1.3. MODULAR CABINETS

3.1.4. IN PROCESSING MODULAR OFFICE

3.1.5. BIN SHELVING

3.1.6. ELECTRIC PALLET JACK

3.1.7. SMALL ITEM PICK VEHICLE

3.1.7.1. LIFT HEIGHT

3.1.7.2. PLATFORM CHARACTERISTICS

3.1.7.3. OPERATING CHARACTERISTICS

3.1.7.3.1. RAIL-GUIDED STEERING

3.1.7.3.2. GUIDE RAILS

3.1.7.4. FEATURES

3.1.8. REMOVAL AND DISPOSAL OF EXISTING EQUIPMENT

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. RELIABILITY/AVAILABILITY

3.3.1.2. MAINTAINABILITY

3.3.1.3. ENVIRONMENTAL CONDITIONS

3.3.1.4. STANDARD, COMMERCIAL COMPONENTS

3.3.1.5. STANDARDIZATION

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R3

FA8604-19-R-8117 Attachment 1 Page 3 of 37

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

3.4.4. CERTIFICATIONS

3.4.5. AS-BUILT DRAWINGS

3.5. ORIENTATION

3.5.1. SYSTEM OPERATOR ORIENTATION

3.5.1.1. VEHICLE OPERATOR ORIENTATION

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

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4.3.2. TESTS

4.3.3. CERTIFICATIONS

FA8604-19-R-8117 Attachment 1 Page 5 of 37

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 509 LRS building 26, building 115, and building 139 at Whiteman AFB, Missouri. The work shall be completed in accordance with this purchase description and Air Force (AF) Drawings GWH803-01 through GWH803-03. This purchase description covers all equipment, materials, and labor necessary to complete installation of the system.

1.2. ACRONYMS

AFB - Air Force Base COTR - Contracting Officer's Technical Representative MTBF - Mean Time Between Failure MTTR - Mean Time To Repair ODS - Ozone Depleting Substances PD - Purchase Description

1.3. DEFINITIONS

1.3.1. 463L PALLETS

The 463L pallet consists of an end-grain balsa-wood or redwood core sandwiched between two sheets of aluminum with frames on all sides consisting of extruded aluminum edge rails. Steel tie-down rings are distributed around the perimeter of the pallet to secure nets and to facilitate handling. The entire pallet measures 108 inches wide by 88 inches long by 2.25 inches thick. Cargo on 463L pallets is normally no higher than 96 inches, but over height pallets may be stacked up to 156 inches high for transport on C-5 aircraft. The pallet has a rated capacity of 10,000 pounds and weighs approximately 290 pounds.

Nets and straps add an average of 65 pounds for a total pallet tare weight of 355 pounds. 463L pallets can be utilized in both orientations. The orientation with the 108-inch edge leading is called wide-edge leading. The orientation with the 88-inch edge leading is called narrow-edge leading.

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1.3.2. ISU 70/90 PALLETS

The ISU pallet base is the same as the 463L pallet base. Steel tie-down rings are distributed around the perimeter of the pallet to secure nets and to facilitate handling. The ISU pallet weight is between 1,400 and 1,700 pounds with a payload capacity of 10,000 pounds. Dimensions of the ISU 70/90 is 108 inches wide by 88 inches deep and either 70 or 90 inches high.

2. APPLICABLE DOCUMENTS

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

2.1. GOVERNMENT DOCUMENTS

AIR FORCE INSTRUCTION (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

APPENDICES

Appendix A Pallet Rack Appendix B Walkie-Reach Appendix C Modular Cabinets Appendix D Modular Office Appendix E Bin Shelving Appendix F Electric 463L Pallet Jacks

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

AIR FORCE DRAWINGS

FA8604-19-R-8117 Attachment 1 Page 7 of 37

GWH803-01 Materials Handling System Aircraft parts storage Building 26 Whiteman AFB, Missouri

GWH803-02 Materials Handling System In processing modular office Building 115 Whiteman AFB, Missouri

GWH803-03 Materials Handling System Existing Layouts Buildings 26, 115, 139 Whiteman AFB, Missouri

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 B15.1 Safety Standard for Mechanical Power

Transmission Apparatus

ANSI Z49.1 Safety in Welding and Cutting

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

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

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

FA8604-19-R-8117 Attachment 1 Page 8 of 37

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 Jejune Road, P.O. Box 35140, Miami

FL 33135)

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)

NEMA ICS 6 Enclosures for Industrial Controls and

Systems

(Applications for copies shall be addressed to the National Electrical Manufacturers Association, 2101 L Street, NW, Washington DC 20037)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B Standard for Fire Prevention During

Welding, Cutting and Other Hotwork

(Applications for copies shall be addressed to the National Fire Protection Association, One Batterymarch Park, P.O. Box 9101, Quincy MA 02269-9101)

FA8604-19-R-8117 Attachment 1 Page 9 of 37

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. PALLET RACK

The pallet rack shall be installed as specified in Appendix A and this Cover PD. Type A pallet rack shall interface with the Walkie-Reach vehicle specified in Appendix B. Type B pallet rack shall interface with the small item pick vehicle specified in section 3.1.7. of this cover PD.

3.1.2. WALKIE-REACH VEHICLE

One walkie-reach vehicle shall be provided as specified in Appendix B and this Cover PD.

3.1.3. MODULAR CABINETS

The modular cabinets shall be installed as specified in Appendix C and this Cover PD.

FA8604-19-R-8117 Attachment 1 Page 10 of 37 http://www.iccsafe.org/Pages/default.aspx

3.1.4. IN PROCESSING MODULAR OFFICE

The in processing modular office shall be installed as specified in Appendix D and this Cover PD.

3.1.5. BIN SHELVING

The bin shelving shall be installed as specified in Appendix E and this cover PD. Bin shelving shall interface with the in processing modular office specified in Appendix D.

3.1.6. ELECTRIC PALLET JACK

Two electric pallet jacks shall be provided as specified in Appendix F and this cover PD.

3.1.7. SMALL ITEM PICK VEHICLE

One small item pick vehicle shall be provided to pick small and medium sized items. The vehicles shall be JLG model number 10MSP or equivalent. The small item pick vehicles shall interface with Type ‘B’ pallet rack specified in Appendix A.

The small item pick vehicles shall meet the following requirements as a minimum.

3.1.7.1. LIFT HEIGHT

The minimum lift height for the operator platform shall be 120 inches. The minimum working height for the operator shall be 192 inches.

3.1.7.2. PLATFORM CHARACTERISTICS

The combined operator and pick platform shall be a minimum of 20 inches by 27 inches 28 inches by 48 inches. The platform capacity shall be a minimum 350 pounds. The carry deck capacity shall be a minimum 250 lbs. 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.

3.1.7.3. 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

FA8604-19-R-8117 Attachment 1 Page 11 of 37 non-marking tires, and shall have a minimum of 2 inches of ground clearance.

3.1.7.3.1. RAIL-GUIDED STEERING

The small item pick vehicles shall be equipped for rail guidance. Guide rollers, mounted at each corner of the small item pick vehicle shall maintain guidance within the storage aisles. The rails shall assist in aligining the small item pick vehicle when entering the aisles in either the forward or reverse directon.

3.1.7.3.2. GUIDE RAILS

Guide rails shall be installed as shown on AF Drawing GWH803-01.

Guide rails shall be a minimum 3-inch by 2-inch by 3/8-inch, A36 grade, structural steel angle. Flared aisle entry sections shall be constructed of 3-inch by 2-inch by 1/2-inch, A36 grade, structural steel angle and shall be compatible with the guide rails. The aisle entries shall be flared out as shown on AF Drawing GWH803-01 to assist in guiding the small item pick vehicle into the aisles. Entry sections shall extend a minimum five feet into the storage aisles.

3.1.7.3.2.1. GUIDE RAIL INSTALLATION

The guide rails shall be anchored to the floor with expansion anchor bolts. The anchors shall be a minimum of 5/8-inch diameter and shall extend a minimum of 3-3/4 inches into the concrete floor. Spacing between anchors shall be on maximum 36-inch centers. The aisle entry guide flares shall have anchor spacing on maximum 12-inch centers. Twelve-inch anchor spacing shall extend a minimum of 3 feet into the storage aisle.

Anchors shall be provided a minimum of 2 inches from the end of any rail section. Joints where two rails are butted together shall be welded, ground flush, and painted. All guide rails shall be able to withstand a maximum side thrust of 3,000 pounds without any movement or permanent deformation. The tolerance between guide rails in an aisle shall be as specified by the small item pick vehicle manufacturer.

3.1.7.4. FEATURES

The small item pick vehicle shall have variable speed elevation controls, safety interlock controls, key lock main power switch, automatic power off battery saver, a lanyard attachment anchor, a flashing amber beacon or other safety light, and a horn.

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3.1.7.5. CONTROLS

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

3.1.7.6. CHARGING

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

3.1.7.7. FULL BODY HARNESS

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

3.1.7.8. 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.

3.1.8. REMOVAL AND DISPOSAL OF EXISTING EQUIPMENT

The Contractor shall remove specific existing equipment to allow for the installation of equipment. The Government will have each area empty of assets prior to removal. Existing equipment to be removed includes pallet rack, bin shelving constructed mezzanine, two-story modular office, and processing counter.

Existing equipment layout is shown in red on AF Drawing GWH803-

03. The equipment to be removed is shown in the images below and is labeled on AF Drawing GWH803-03. Building 26 existing bin shelving constructed mezzanine, and existing Pallet Rack shall be removed as shown on AF Drawing GWH803-03. The Pallet Rack to be removed consist of 18 bays each with 6 storage levels. Each bay is 15’H x 9’W x 3.5’D. The bin shelving contructed mezzanine to be removed consist of 324 bays of bin shelving, row light fixtures, bar grate decking, and fire suppression system. Each bay is approximately 3’W x 2’D x 89”H. Bin shelving bays range from 3 to 12 shelves. The top level of the existing bin shelving constructed mezzanine system consist of 14 bays of widespan rack to be removed. Anchor bolts from the existing equipment shall be removed and ground to floor level. Grout shall be used to fill in old anchor bolt holes if necessary. The Contractor shall transport and dispose of all equipment and materials that are removed at an on base scrap/recycling facility, if available. If an on-base facility is not available, items shall

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FA8604-19-R-8117 Attachment 1 Page 13 of 37 be palletized and disposed of off-base by the Contractor. All existing electrical and existing sprinkler systems that were integrated in the existing system to be removed shall be properly sealed off. The contractor shall dispose of all removed equipment off-base. Items to be disposed of shall be transported and disposed of in accordance with all applicable federal, Air Force, Air Force base, state, local, and municipal laws. The Contractor will be installing the equipment in close proximity to normal Air Force operations. The Contractor must minimize interference with base personnel.

Building 115:

Processing counter to be removed ~1 unit

Pallet Rack~1 bay

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2 story Modular office to be removed Approximat dimensions: 22’L x 22’-7”W x 17’H

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AC units in modular office to be removed.

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 AFI48-127. Noise level 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 furnish and install all necessary wiring and equipment for power distribution to the system and for control of the system. Connection to power sources in building 26 and 115 are shown on AF Drawings GWH803-01 and GWH803-02.

3.2.2.2. INSTALLATION CODE

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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 8 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 shall conform to Article 250 of NFPA 70.

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.

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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, which includes photoeyes, 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. RELIABILITY/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 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

Walkie-Reach Hour Meter 22 95 Small Item pick Vehicle Hour Meter 22 95

Electric Pallet Jack

Hour Meter 22 95

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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.

3.3.1.3. ENVIRONMENTAL CONDITIONS

The system shall operate in a temperature range of 40 to 100 degrees Fahrenheit with up to 90 percent relative humidity. The system shall be constructed to operate in an open warehouse environment. For components located outdoors, the component shall be constructed for year-round outdoor use, operating in sun, rain, fog, snow, and wind.

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 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.

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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 state and local codes. The system shall also be designed to withstand the following seismic conditions; Ss Max = 16.87, Ss min = 16.16 and S1 Max = 4.9, S1 min = 4.83.

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)

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

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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

Guards shall be provided to protect personnel from moving parts.

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

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

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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.

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. 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, but not more than five threads. 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

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.

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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.

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

FA8604-19-R-8117 Attachment 1 Page 23 of 37 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 and NFPA Standard 51B. Prior to starting 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 Whiteman AFB, Fire Department at least 24 hours in advance. A 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 4A-40BC and the requirements outlined in AFI 91-203. At the close of their operation, the contractor shall make a thorough inspection of each building in which he/she has 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

FA8604-19-R-8117 Attachment 1 Page 24 of 37 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 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:

Contract Number:

Model Number:

Point of Contact:

Telephone Number:

Manufacturer Web Site:

Capacity:

Manufacture Date, Month/Year:

"Property of US Government"

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The following information shall be listed on the nameplate for each vehicle/truck;

Type of equipment Name of manufacturer Model Number Point of Contact:

Contract Number Serial Number Capacity - pounds at 24 inch load centers Service Weight - pounds (with battery) Weight of Battery - pounds 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 1 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 1. 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 a minimum: CLIN deliveries, submission of all data items, post award site visit (if applicable), shipping of deliverables, installation, training/orientation (if

FA8604-19-R-8117 Attachment 1 Page 26 of 37 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 and proposed solutions, 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 include as a minimum; architectural, electrical, civil, and fire suppression drawings. Items manufactured by the contractor (contractor maintains control of the design), rather than supplied, shall contain a Bill of Materials with the shop drawings for these items. Shop drawing package shall be submitted in accordance with Table 1. Hard copy size of drawing shall be dependent on clarity of drawing, but as a minimum shall be B size. 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.

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 especially components requiring maintenance. Manuals shall incorporate maintenance, testing, inspection, and operator qualification requirements of AFOSH 127-46. Warranties shall be included in the manuals or provided as a separate data item. Manuals shall be submitted in accordance with Table 1.

3.4.4. CERTIFICATIONS

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

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.

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3.4.5. AS-BUILT DRAWINGS

The Contractor shall provide as-built drawings, which include as a minimum; architectural, electrical, civil, and fire suppression drawings. The as-built drawing package shall be submitted in both AutoCAD and PDF format and hard copy. Hard copy size of drawing shall be dependent on clarity of drawing, but as a minimum shall be B size. As-built drawing package shall be submitted in accordance with Table 1.

Table 1 – Data Requirements

SUBMITTAL DUE DATE Distribution List

Nathan Meyer nathan.meyer.7@ us.af.mil

Buyer identified at time of award

Billy Haston billy.haston.1@ us.af.mil

Management Reports (3.4.1)

1st business day of each month starting after the month the contract was 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

Email with attachment of drawings (AutoCAD and

PDF)

Email with attachment of drawings (PDF)

Email with attachment of drawings (PDF) and one set of hard copies (D size)

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

Certifications (3.4.4)

Due upon system installation completion

Email with attachment of certifications (Word Document or PDF)

Email with attachment of certifications (Word Document or PDF)

Email with attachment of certifications (Word Document or PDF)

System Checkout Certificate (3.4.4)

Due upon contractor system installation inspection completion

Email with attachment of system checkout certificate (Word Document or PDF)

Email with attachment of system checkout certificate (Word Document or PDF)

Email with attachment of system checkout certificate (Word Document or PDF)

As-built Drawings (3.4.5)

30 days after successful completion of quality conformance test

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)

3.5. ORIENTATION

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The Contractor shall provide technical services and materials to orient Government personnel. Fully qualified Contractor personnel who are knowledgeable of the system shall accomplish all orientation. Courses shall be combined in accordance with the Contractor's standard commercial training courses, where applicable, provided all aspects of training are included.

Orientation shall be provided at Whiteman AFB, Missouri. The Contractor shall provide each attendee with a certificate indicating successful completion of the orientation. All orientation shall be completed prior to the start of the quality conformance test.

3.5.1. SYSTEM OPERATOR ORIENTATION

This orientation shall provide instructions in the overall operational functions that are performed by the system operators. Instructions shall include the operation of all the system components. Upon completion of this course, the operators shall be able to operate all components of the system.

Operators shall be able to perform these functions using only the reference manuals provided with the system relative to operations. The hands on phase shall include actual operation of the system under the supervision and instruction of the Contractor. An estimated 20 students with possibly no experience will attend.

3.5.1.1. VEHICLE OPERATOR ORIENTATION

Vehicles including Walkie-reach, small item pick, and Electric Pallet Jack, shall provide operator orientation. Operator orientation shall provide instructions in the overall operational functions that are performed by the system operators. Instructions shall include the operation of all the system components. Upon completion of this course, all trainees shall be given a certificate indicating they have the necessary requirements to obtain a licience for the turret truck supplied.

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, FA8604-19-R-8117 Attachment 1 Page 29 of 37 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. Despite phasing as mentioned in section 3.1.9. of this PD, there will only be one final quality conformance test.

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 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…