FA8604-20-R-8104-P0003.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

THOMAS M. ANDERSON III 937-656-7519

Thomas.anderson.36@us.af.mil

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

FA8604-20-R-8104

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 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 Storage Aids Systems Combined (Wright-Patterson, Columbus, Gunter)

SUBJECT: This is a modification is to incorporate the revised Cover PD for Wright-Patterson dated 11 May 2020. Questions and inquiries will be extended and allowed until 4:00 PM on 15 May 2020. All other terms and conditions remain the same.

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 7.3.1.0 FAR (48 CFR) 53.243 Created 13 May 2020 9:34 PM

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA8604-20-R-8104 0003 PAGE 2 OF 3

This amendment for FA8604-20-R-8104 is hereby amended to incorporate the revised Cover PD for Wright-Patterson dated 11 May 2020. Questions and inquiries will be extended and allowed until 4:00 PM on 15 May 2020 All other terms and conditions remain the same.

SCHEDULE

FA8604-20-R-8104 0003

DOCUMENT PGS DATE TITLE

ATTACHMENT 1 29 11 MAY 2020 COVER PURCHASE DESCRIPTION FOR A

STORAGE AIDS SYSTEM AT WRIGHT-

PATTERSON AIR FORCE BASE, OHIO BUILDINGS

64, 252, 18E, AND 71B CSN: LWR914 (REVISION

2)

COVER PURCHASE DESCRIPTION

FOR A

STORAGE AIDS SYSTEM

AT

WRIGHT-PATTERSON AIR FORCE BASE, OHIO

BUILDINGS 64, 252, 18E, AND 71B

CSN: LWR914

DATE: 31 JANUARY 2020

REVISION 1: 23 APRIL 2020

REVISION 2: 11 MAY 2020

PREPARED BY:

Megan E Blackwell

MEGAN E. BLACKWELL

PROJECT ENGINEER

AFLCMC/EZPAE

Ronald D Parsons

RONALD D. PARSONS

REVIEWER

AFLCMC/EZPAE

THIS PAGE LEFT BLANK INTENTIONALLY

Wright-Patterson AFB - Cover PD - Page 1

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. PALLET RACK

3.1.2. MODULAR CABINETS

3.1.3. RIDER-REACH VEHICLE

3.1.4. WORK STATIONS |R1 & R2

3.1.5. HEAVY-DUTY STORAGE CABINETS

3.1.5.1. SHELF CABINETS

3.1.5.2. BIN CABINETS

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

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

Wright-Patterson AFB - Cover PD - Page 2

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

4.3.3. CERTIFICATIONS

Wright-Patterson AFB - Cover PD - Page 3

1. SCOPE

1.1. GENERAL SCOPE

This purchase description (PD) establishes the minimum performance, design, fabrication, installation, orientation, and test requirements for a Storage Aids System for the Air Force

Research Lab (AFRL) in Buildings 64, 252, 18E, and 71B at

Wright-Patterson Air Force Base (AFB), Ohio. The work shall be completed in accordance with this PD and Air Force (AF) Drawing

LWR914-01 and LWR914-02. 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

AFRL – Air Force Research Lab

COTR – Contracting Officer's Technical Representative

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

Wright-Patterson AFB - Cover PD - Page 4

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

LWR914-01 Storage Aids System Layout

Building 64

Wright-Patterson AFB, Ohio

01/31/2020

LWR914-02 Storage Aids System Layout

Buildings 252 AND 18E

Wright-Patterson AFB, Ohio

01/31/2020

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 B56.1a

Safety Standard for Low, High Lift

Trucks

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

Wright-Patterson AFB - Cover PD - Page 5

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

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)

Wright-Patterson AFB - Cover PD - Page 6

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

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

Wright-Patterson AFB - Cover PD - Page 7

The following major components shall be integrated to form the complete Storage Aids System.

3.1.1. PALLET RACK

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

3.1.2. MODULAR CABINETS

Modular cabinets shall be provided as specified in Appendix B and this Cover PD.

3.1.3. RIDER-REACH VEHICLE

A rider-reach vehicle shall be provided as specified in Appendix

C and this Cover PD.

3.1.4. WORK STATIONS |R1 & R2

The Contractor shall provide three work stations located and designed as shown on LWR914-01. The work stations shall be a nominal 30-inches deep by 72-inches long with a nominal tabletop height of 39 inches plus the height of the casters. The tabletop shall be a hardwood laminate comfort top. Each work station shall consist of one modular cabinet with 4 drawers and shall have layout kits to provide a minimum of four interior compartments. The cabinet shall have (3) 4-5/8 inch useable height drawers and (1) 10-1/8 inch useable height drawer.

Modular cabinets shall be a nominal 30-inches wide. Each work station shall be provided with 2 ridgid and a minimum of 2 swivel casters mounted on channels. Each swivel caster shall be capable of being locked in position to prevent the cabinet from moving. Each caster shall have a weight capacity of 500 pounds. The caster and channel base shall have a height of approximately 6 inches. Casters shall roll freely and be of appropriate size and material to enable movement of assemblies with minimal effort. The modular cabinet, one panel leg, one footrest, at least four casters, channels, and the tabletop shall complete the workstations.

3.1.5. HEAVY-DUTY STORAGE CABINETS

A total of five heavy-duty storage cabinets shall be provided -three shelf cabinets shall be delivered to Building 252 and two bin cabinets shall be delivered to Building 71B. Heavy-duty storage cabinets shall be constructed of 12-gauge steel. Each cabinet shall have two hinged doors with a 3-point locking device with a hasp on the handle for use with a Government

|R1

|R2

|R2

|R2

Wright-Patterson AFB - Cover PD - Page 8 furnished lock. Heavy-duty storage cabinets will be placed and anchored by Government personnel.

3.1.5.1. SHELF CABINETS

Shelf cabinet type heavy-duty storage cabinets shall be

StrongHold product number 56-244 or equivalent as approved by the COTR. Shelf cabinets shall be 60-inches wide by 24-inches deep by 72-inches high. Each shelf cabinet shall have four adjustable shelves with a minimum capacity of 1,650 pounds.

3.1.5.2. BIN CABINETS

Bin cabinet type heavy-duty storage cabinets shall be StrongHold product number 46-BBS-243 or equivalent as approved by the COTR.

Bin cabinets shall be 48-inches wide by 24-inches deep by 78-inches high. Bin cabinets shall have proper hardware on the doors and in the cabinet to retain bins in position but allow them to be removed without the use of any tools. Three shelves, each with a minimum capacity of 1,200 pounds, shall be installed in the cabinet. Shelves shall be 18 inches deep to accommodate the small bins on the cabinet doors. A total of 144 small bins shall be included with each bin cabinet. Small bins shall measure 4-1/8 inches in width, 7-3/8 inches in depth, and 3 inches high and shall have a capacity of 10 pounds. A total of

20 large bins shall be included with each bin cabinet. Large bins shall measure 8-1/4 inches in width, 14-3/4 inches in depth, and 7 inches in height and shall have a capacity of 60 pounds.

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 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

Wright-Patterson AFB - Cover PD - Page 9

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 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

Wright-Patterson AFB - Cover PD - Page 10 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 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)

Wright-Patterson AFB - Cover PD - Page 11

Reliability/Availability Table

Equipment Operating Time

(Hours)

MTBF

(Hours)

Availability

Rider-Reach

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 32 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 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.

Wright-Patterson AFB - Cover PD - Page 12

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 Wright-Patterson AFB. The system shall also be designed to withstand seismic forces as specified in UFC 3-310-

04.

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, Wright-Patterson AFB - Cover PD - Page 13 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

B11.19.

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

Wright-Patterson AFB - Cover PD - Page 14 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

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.

Wright-Patterson AFB - Cover PD - Page 15

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.

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

Wright-Patterson AFB - Cover PD - Page 16

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

Wright-Patterson 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 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

Wright-Patterson AFB - Cover PD - Page 17 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 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

Wright-Patterson AFB - Cover PD - Page 18

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 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

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The Contractor shall provide shop drawings, which includes as a minimum; all drawings and instructions required for installation of the system. 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

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, Wright-Patterson AFB - Cover PD - Page 20 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

Dave Schlater david.schlater

.2@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

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

Wright-Patterson AFB - Cover PD - Page 21

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

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

Wright-Patterson AFB - Cover PD - Page 22

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 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.

Wright-Patterson AFB - Cover PD - Page 23

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 Certifications

1. 3.2.2.2. The installation conforms to applicable rules of NFPA 70.

2. 3.3.1.2. The system was designed, fabricated, and installed to facilitate maintainability and ensure a minimum service life of 15 years.

3. 3.3.1.8. The system was designed to withstand seismic conditions in accordance with UFC 3-310-04.

4. 3.3.1.11.1. The system installation practices and completed system meet all applicable requirements of OSHA

29 CFR 1910 and OSHA 29 CFR 1926.

5. 3.3.1.11.2. Guards are in accordance with ANSI B11.19.

6. 3.3.2.1. The structural steel components meet all design property requirements of AISC 325.

7. 3.3.2.2. All structural joints are in accordance with

AISC 325.

8. 3.3.2.3. Anchors meet the requirements of ASTM A307.

Wright-Patterson AFB - Cover PD - Page 24

9. 3.3.3.2. Plating complies with ASTM B633, Service

Condition 1, Type I.

10. 3.3.3.3. All metal surfaces to be galvanized were thoroughly cleaned to provide smooth surfaces and comply with ASTM A153 and ASTM A123.

11. 3.3.4. Dimensional tolerances for welded construction, details of welds, and quality of welds are in accordance with the applicable requirements of

AWS B2.1, AWS D1.1 and AWS D14.1.

12. 3.3.4.2. Each welder, welding operator, and tack welder assigned to work on this system was qualified in accordance with the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1.

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

Fairchild AFB – Cover PD TPQ – Page 1 of 2

COVER PURCHASE DESCRIPTION

Solicitation Number: FA8604- -R-

Project Title: Storage Aids System

Base: Wright-Patterson AFB, OH CSN: LWR914

Cover Purchase Description, REV 2: 11 May 2020

The Offeror shall complete this questionnaire. All entries to this questionnaire shall be typed. The questionnaire will be used to determine the Offeror's understanding of the requirements and acceptability of the proposed equipment.

Please attach any exceptions to the Cover Purchase Description as detailed below.

No. Paragraph Characteristics

1. Will all the requirements specified in the

Cover Purchase Description be complied with as written, with exception taken only to those items indicated on the attached exception sheet?

YES NO

2. 3.1.4. Manufacturer of workstations: ________________

Number of workstations provided: _____________

Dimensions of workstations:

Width: __________ inches

Depth: __________ inches

Height: _____ inches + _____ inch casters

Will casters be provided as specified?

YES NO

3. 3.1.5.1. Shelf cabinet manufacturer and product number:

Number of shelf cabinets provided: ___________

Dimensions of shelf cabinets:

Height: _________ inches

Fairchild AFB – Cover PD TPQ - Page 2 of 3

Number of shelves per cabinet: _______________

Capacity of each shelf: ______________________

4. 3.1.5.2. Bin cabinet manufacturer and product number:

Number of bin cabinets provided: _____________

Dimensions of bin cabinets:

Height: _________ inches

Number of large bins per cabinet: ____________

Number of small bins per cabinet: ____________

Fairchild AFB – Cover PD TPQ - Page 3 of 3

EXCEPTIONS

Attach any exceptions taken to the Purchase Description

Appendix. Please outline those concerns in detail. Your exceptions will be reviewed to determine acceptability.

Are exceptions taken? YES NO

Number of pages attached: ____________________________________