Attch 1 Cover PD 0215.pdf

COVER PURCHASE DESCRIPTION

FOR

STORAGE AIDS SYSTEM

AT

TRUAX FIELD, WISCONSIN

BUILDINGS 400, 409 and 510

CSN: NWS912

DATE: 15 FEBRUARY 2023

PREPARED BY:

_Andrew J Huser_

ANDREW J HUSER

PROJECT ENGINEER

AFLCMC/EZPAE

_Brad Thompson___

BRAD THOMPSON

REVIEWER

AFLCMC/EZPAE

CSN: NWS912 Attachment 01 1

Truax Field, Cover PD - Page i

Table of Contents

1. SCOPE

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/WORKSTATIONS

3.1.3. MECHANICAL ASSIST MOBILE AISLE SYSTEMS

3.1.4. BIN SHELVING

3.1.5. STOCKPICKER VEHICLE

3.1.6. TIRE CAROUSEL

3.1.7. CANTILEVER RACK

3.1.8. STORAGE AIDS

3.1.9. AIRCRAFT PANEL PARTS RACKS

3.2. CHARACTERISTICS

3.2.1. ELECTRICAL CHARACTERISTICS

3.2.1.1. POWER SOURCE

3.2.1.2. INSTALLATION CODE

3.2.1.3. CONDUIT

3.2.1.4. GROUNDING

3.2.1.5. WIRING

3.2.1.6. ENVIRONMENTAL PROTECTION

3.2.1.7. PROTECTION FROM MECHANICAL DAMAGE

3.3. DESIGN AND FABRICATION

3.3.1. DESIGN CRITERIA

3.3.1.1. MAINTAINABILITY

3.3.1.2. ENVIRONMENTAL CONDITIONS

3.3.1.3. STANDARD, COMMERCIAL COMPONENTS

3.3.1.4. SPECIAL TOOLS

3.3.1.5. ACCESSIBILITY

3.3.1.6. STRUCTURAL REQUIREMENTS

3.3.1.7. VERIFICATION OF DIMENSIONS

3.3.1.8. OZONE DEPLETING SUBSTANCES (ODS)

3.3.1.9. SAFETY

3.3.1.9.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

3.3.1.9.2. PROTECTION AGAINST MOVING PARTS

3.3.1.9.3. PLACARDS

3.3.1.9.4. FAIL-SAFE CONTROLS

3.3.1.9.5. CLEAN-UP

3.3.1.10. HUMAN ENGINEERING

3.3.2. MATERIALS

3.3.2.1. STEEL

3.3.2.2. MECHANICAL FASTENING DEVICES

CSN: NWS912 Attachment 01 2

Truax Field, Cover PD - Page ii

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

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

CSN: NWS912 Attachment 01 3

Truax Field, Cover PD - Page 1

1. SCOPE

This purchase description (PD) establishes the minimum performance, design, fabrication, installation, orientation, and test requirements for Storage Aids System in Buildings 400, 409 and 510 at Truax Field, Wisconsin. The work shall be completed in accordance with this PD, associated Purchase Descriptions, and Air Force (AF) Drawings NWS912-01 through NWS912-03. 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 as well as providing on-the-job orientation and maintenance instructions to

Government personnel.

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 INSTRUCTION (AFI)

AFI 91-203

Air Force Consolidated Occupational

Safety Instruction

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

29 CFR 1910 Occupational Safety and Health

Standards

29 CFR 1926 Safety and Health Regulations for

Construction

AIR FORCE DRAWINGS

NWS912-01

NWS912-02

STORAGE AIDS SYSTEM

BASE SUPPLY, BUILDING 510

12 AUGUST 2022

ENGINE SHOP, BUILDING 409

CSN: NWS912 Attachment 01 4

Truax Field, Cover PD - Page 2

NWS912-03

TOOL ISSUE, BUILDING 400

2.2. NON-GOVERNMENT DOCUMENTS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 Steel Construction Manual

(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 Performance Criteria for Safeguarding

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

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A123 Standard Specification for Zinc (Hot

Dip Galvanized) Coatings on Iron and

Steel Products

ASTM A153

Standard Specification for Zinc

Coating(Hot-Dip) on Iron and Steel

Hardware

ASTM A307 Standard Specification for Carbon Steel

Bolts and Studs, 60,000 psi Tensile

Strength

ASTM F3125 Standard Specification for High

Strength Structural Bolts, Steel and

Alloy Steel, Heat Treated, 120 ksi and

150 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)

CSN: NWS912 Attachment 01 5

Truax Field, Cover PD - Page 3

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1 Specification for Welding Procedure and

Performance Qualification

AWS D1.1 Structural Welding Code – Steel

AWS D14.1 Specification for Welding of Industrial and Mill Cranes and Other Material

Handling Equipment

AWS Z49.1 Safety in Welding, Cutting, and Allied

Processes

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

FL 33135)

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)

NEMA ICS 6 Industrial Controls and Systems:

Enclosures

(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

NFPA 70 National Electrical Code

(Applications for copies shall be addressed to the National Fire

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

SOCIETY OF AUTOMOTIVE ENGINEERS, INC (SAE)

SAE J429 Standard for Mechanical and Material

Requirements for Externally Threaded

Fasteners

(Applications for copies shall be addressed to the Society of

Automotive Engineers, Inc., 400 Commonwealth Drive, Warrendale

PA 15906)

INTERNATIONAL BUILDING CODE (IBC)

CSN: NWS912 Attachment 01 6

Truax Field, Cover PD - Page 4

IBC 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)

UNIFIED FACILTIES CRITERIA (UFC)

UFC 3-600-01 Fire Protection Engineering for

Facilities

(Copy can be obtained online at https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-600-01)

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

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

3.1.1. PALLET RACK

The Pallet Rack shall be as specified in Appendix A and this

Cover PD.

3.1.2. MODULAR CABINETS/WORKSTATIONS

The modular cabinets/workstations shall be as specified in

Appendix B and this Cover PD.

3.1.3. MECHANICAL ASSIST MOBILE AISLE SYSTEMS

The mechanical assist mobile aisle systems shall be as specified in Appendix C and this Cover PD.

3.1.4. BIN SHELVING

The bin shelving shall be as specified in Appendix D and this

3.1.5. STOCKPICKER VEHICLE

The stock picker vehicle shall be as specified in Appendix E and this Cover PD.

CSN: NWS912 Attachment 01 7 http://www.iccsafe.org/Pages/default.aspx

Truax Field, Cover PD - Page 5

3.1.6. TIRE CAROUSEL

The tire carousel shall be as specified in Appendix F and this

3.1.7. CANTILEVER RACK

The cantilever rack shall be as specified in Appendix G and this

3.1.8. STORAGE AIDS

The storage aids shall be as specified in Appendix H and this

3.1.9. AIRCRAFT PANEL PARTS RACKS

The Aircraft Panel Parts Racks shall be as specified in Appendix

I and this Cover PD.

3.2. CHARACTERISTICS

3.2.1. ELECTRICAL CHARACTERISTICS

3.2.1.1. POWER SOURCE

The Contractor shall run electrical power from the Government provided source to the Tire Carousel (Appendix F). The

Contractor shall furnish and install all necessary wiring and equipment for power distribution to the system. Power shall be run from existing panelboards and equipped with new circuit breakers in compliance with Article 240 of NFPA 70. The

Contractor shall indicate load served by each circuit breaker on the existing directory.

3.2.1.2. INSTALLATION CODE

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

3.2.1.3. 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. 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

CSN: NWS912 Attachment 01 8

Truax Field, Cover PD - Page 6 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.

3.2.1.4. 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.

3.2.1.5. 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.

3.2.1.6. ENVIRONMENTAL PROTECTION

All enclosures and controls shall be in accordance with NEMA ICS

6, Type 12.

3.2.1.7. PROTECTION FROM MECHANICAL DAMAGE

No pushbutton, switch, 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. MAINTAINABILITY

The system shall be designed, fabricated, and installed to facilitate maintainability.

3.3.1.2. ENVIRONMENTAL CONDITIONS

CSN: NWS912 Attachment 01 9

Truax Field, Cover PD - Page 7

The system shall operate in a temperature range of 50 to 95 degrees Fahrenheit with up to 95 percent relative humidity. The system shall be constructed to operate in an open warehouse environment.

3.3.1.3. 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. 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.

3.3.1.4. 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.

3.3.1.5. 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.

3.3.1.6. STRUCTURAL REQUIREMENTS

The system shall be designed and constructed in accordance with state and local codes at Truax Field WI. The system shall also be designed to withstand the seismic conditions called for in the

International Building Code for the Truax Field locality.

3.3.1.7. 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.

3.3.1.8. 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, CSN: NWS912 Attachment 01 10

Truax Field, Cover PD - Page 8 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.

3.3.1.9. 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.

3.3.1.9.1. 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.

3.3.1.9.2. 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.

3.3.1.9.3. 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, etc.) in a conspicuous location for operators' use.

3.3.1.9.4. 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.

3.3.1.9.5. 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

CSN: NWS912 Attachment 01 11

Truax Field, Cover PD - Page 9 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.

3.3.1.10. 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 325.

3.3.2.2. MECHANICAL FASTENING DEVICES

Unless otherwise specified, all threaded connectors of diameter greater than 7/16 inch shall be either F3125 bolts conforming to

ASTM F3125 or SAE Grade 5 bolts conforming to SAE J429. All structural joints shall be in accordance with AISC 325. 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

CSN: NWS912 Attachment 01 12

Truax Field, Cover PD - Page 10 installed properly to maintain the required minimum concrete embedment. All anchors shall be torqued to the manufacturer's recommended installation torque.

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. 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

CSN: NWS912 Attachment 01 13

Truax Field, Cover PD - Page 11

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 AWS 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 Truax

Field 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 AFOSH 91-501, Chapter 6. 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 the telephone numbers and practices 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, CSN: NWS912 Attachment 01 14

Truax Field, Cover PD - Page 12 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 or plastic nameplate for each component. A nameplate for each row of shelving/rack/cabinets shall be provided such that if one row is dismantled, the nameplates will exist elsewhere.

Nameplates shall be located in a visible and safe location.

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

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

Type of equipment

Name of manufacturer

Model Number

Contract Number

Serial Number

Capacity

Weight

Manufacture Date, Month/Year

"Property of US Government"

CSN: NWS912 Attachment 01 15

Truax Field, Cover PD - Page 13

The following information shall be listed on the nameplate for each stock picker vehicle:

Type of equipment

Name of manufacturer

Model Number

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 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, CSN: NWS912 Attachment 01 16

Truax Field, Cover PD - Page 14 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; equipment layout, planned electrical run, and equipment details. 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. 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 the mobile aisle system, stock picker vehicles, walkie stacker lift, and tire carousel.

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.

3.4.5. AS-BUILT DRAWINGS

The Contractor shall provide as-built drawings of all drawings submitted as part of the shop drawing package. As-built drawings shall be submitted in accordance with Table 1.

Table 1 – Data Requirements

SUBMITTAL DUE DATE DISTRIBUTION LIST

CSN: NWS912 Attachment 01 17

Truax Field, Cover PD - Page 15

Andrew Huser andrew.huser@ us.af.mil

Buyer identified at time of award

Individual Base

POCs identified at time of award

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

Email with attachment of drawings

(AutoCAD and

PDF)

Email with attachment of drawings (PDF)

Email with attachment of drawings (PDF)

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

Government acceptance of system

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)

3.5. ORIENTATION

The Contractor shall provide technical services and materials to orient Government personnel on operation of the system. The hands-on orientation shall provide actual operation of the system under the supervision and instruction of the Contractor system and in corrective and preventive maintenance of the system delivered. Instruction shall include installation and adjustment of all system components. Upon completion of this orientation, students shall be able to operate, install, adjust, and maintain equipment stated using only the operations and

CSN: NWS912 Attachment 01 18

Truax Field, Cover PD - Page 16 maintenance reference manuals delivered. Fully qualified

Contractor personnel who are knowledgeable of the system shall accomplish all orientation. Orientation shall be provided at

Truax Field. All orientation shall be completed prior to the start of the quality conformance test. An estimated 15 students with possibly no experience will attend.

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.

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

CSN: NWS912 Attachment 01 19

Truax Field, Cover PD - Page 17

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

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

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

4.2.3. RELIABILITY DEMONSTRATION TEST

After successful completion of the quality conformance test, each component of the system shall demonstrate a reliability and availability. In addition, all static components shall demonstrate compliance with the requirements of the purchase description (PD). The test period shall be the 30 calendar days immediately following the successful completion of the quality conformance test. If the system does not demonstrate the required reliability and availability or compliance with the PD, the test will be restarted from the beginning after the

Contractor has taken corrective action. 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.

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.

CSN: NWS912 Attachment 01 20

Truax Field, Cover PD - Page 18

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. 3.2.1.2. The installation conforms to applicable rules of NFPA 70.

2. 3.3.1.6. The system was designed to withstand seismic conditions of Truax Field locality.

3. 3.3.1.9.1. The system installation practices and completed system meet all applicable requirements of OSHA

29 CFR 1910 and OSHA 29 CFR 1926.

4. 3.3.1.9.2. Guards are in accordance with ANSI B11.19.

5. 3.3.2.1. The structural steel components meet all design property requirements of AISC 325.

6. 3.3.2.2. All structural joints are in accordance with

AISC 325.

7. 3.3.2.3. Anchors meet the requirements of ASTM A307.

8. 3.3.3.2. Plating complies with ASTM B633, Service

Condition 1, Type I.

9. 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.

10. 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.

11. 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.

CSN: NWS912 Attachment 01 21

Truax Field, Cover PD, TPQ - Page 1 of 1

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

COVER PURCHASE DESCRIPTION

Solicitation Number: FA8604- -R-

Project Title: Storage Aids System, Bldgs. 400, 409, and 510

Base: Truax Field WI CSN: NWS912

Cover Purchase Description, 15 February 2023

The Offeror shall complete this questionnaire. 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.

Paragraph Characteristics

3. We have read ALL the requirements as specified in the Cover Purchase Description and will comply with ALL paragraphs as written, with exception taken only to those items indicated below.

YES NO

EXCEPTIONS

Please outline each exception taken to the Cover PD in detail. All exceptions will be reviewed to determine acceptability.

Are exceptions taken? YES NO

EXCEPTIONS:

CSN: NWS912 Attachment 01 22