FA8604-19-R-8012_0001_RFP.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

HALLIE M. REITERMAN 937-656-7519

HALLIE.REITERMAN@US.AF.MIL

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

FA860419R8012000

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, MMHS, Bridge Crane/Storage Aids System at Luke AFB, AZ - Amendment 0001 Response to questions and incorporate revised Appendix B.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print).

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

DIANE M. CHONG

15B. CONTRACTOR/OFFEROR

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

16C. DATE SIGNED

(Signature of person authorized to sign)

BY________________________________________

(Signature of Contracting Officer)

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

PREVIOUS EDITION UNUSABLE Prescribed by GSA ConWrite Version 7.1.3.5 FAR (48 CFR) 53.243 Created 28 Jun 2019 9:34 AM

SCHEDULE

APPENDIX B

FOR

PALLET RACK

AT

LUKE AIR FORCE BASE, ARIZONA

BUILDING 983, BAY 7

CSN: ALK387

DATE: 19 APRIL 2019

REVISION 1: 27 JUNE 2019

PREPARED BY:

Andrew J Huser

ANDREW J. HUSER

PROJECT ENGINEER

AFLCMC/EZPAE

James Rowland

JAMES ROWLAND

PROJECT REVIEWER

AFLCMC/EZPAE

FA8604-19-R-8012 Attachment 3 Page 1 of 11

LUKE AFB - App B - Page i

Table of Contents

1. GENERAL SCOPE

2. APPLICABLE DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.2. PHYSICAL AND PERFORMANCE CHARACTERISTICS

3.2.1. CONFIGURATION REQUIREMENTS

3.2.2. UPRIGHT FRAMES........................................ 1 |R1

3.2.2.1. COLUMNS

3.2.2.2. BEARING PLATES

3.2.2.3. DIAGONAL/HORIZONTAL BRACING

3.2.3. SHELF BEAMS

3.2.3.1. CONNECTORS

3.2.4. LEVELING SHIMS

3.2.5. ANCHORING THE STRUCTURE

3.2.6. ASSEMBLY

3.2.7. DECKING .............................................. 4 |R1

4. QUALITY ASSURANCE PROVISIONS

4.1. INSPECTION

4.2. TESTS

4.3. CERTIFICATIONS

FA8604-19-R-8012 Attachment 3 Page 2 of 11

LUKE AFB - App B - Page 1

1. GENERAL SCOPE

This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for pallet rack in Bldg. 983, Bay 7, at Luke Air Force Base, Arizona. The work shall be completed in accordance with this appendix, the Cover Purchase Description (PD), and Air Force (AF) Drawing ALK387-01.

This appendix covers all equipment, materials, and labor necessary to complete installation of the system.

2. APPLICABLE DOCUMENTS

Applicable documents shall be in accordance with Section 2 of the Cover PD.

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

The pallet racks will be used to store small, medium and larger sized loads and loose items in such a manner to permit placement and removal of any individual load without disturbing any other load. Solid steel decking shall be provided to facilitate storage of loose or boxed items. The pallet rack system shall be capable of supporting a minimum uniformly distributed load of 1,100 pounds per bay. The pallet rack shall conform to the requirements of the Rack Manufacturers Institute (RMI) Specification for the Design, Testing, and Utilization of Industrial Steel Storage Racks.

3.2. PHYSICAL AND PERFORMANCE CHARACTERISTICS

3.2.1. CONFIGURATION REQUIREMENTS

The pallet rack units shall be located as shown on AF Drawing ALK387-01. The racks shall be capable of being assembled side-by-side.

3.2.2. UPRIGHT FRAMES |R1

The upright frames shall be of steel, all welded construction consisting of two columns, diagonal and horizontal braces, and floor bearing plates. Each upright frame shall be capable of supporting fully loaded bays without permanent deformation. The upright frames of like racks shall be interchangeable. Upright frames shall have a minimum 5,500 pound capacity for Type 24D108W and a minimum 4,400 pound capacity for Type 48D108W. The pallet rack shall have a safety factor of 1.92 to 1.

FA8604-19-R-8012 Attachment 3 Page 3 of 11

LUKE AFB - App B - Page 2

3.2.2.1. COLUMNS

The columns shall be a continuous channel, box channel, rectangular, square or other formation approved by the Contracting Officer or designated representative (CODR). Each column shall have openings to readily accommodate beam connectors, end-to-end, at corresponding heights through the height range of the column openings. The openings at the bottom shall allow for the tops of shelf beams to be installed at six inches above the ground and shall continue upward to the top of the column by 2 inch increments. The position of all corresponding openings of the columns shall not vary more than 3/32 inch as measured from the bottom of the bearing plates.

The arrangement of the openings and the fastening devices of the beams shall be such that the tops of the beams are flush, within 3/8 inch, with the top of the column. The width of the column, facing the aisle, shall be a minimum 1-7/8 inches.

3.2.2.2. BEARING PLATES

The bottom of each column shall have a load bearing plate securely attached. Each bearing plate shall be sufficiently sized to disperse the maximum load imposed by the column. Each bearing plate shall have a minimum of two punched holes to accept minimum 1/2-inch anchor bolts in accordance with 3.2.6.

3.2.2.3. DIAGONAL/HORIZONTAL BRACING

The columns shall be braced by horizontal and diagonal braces.

Each end of all braces shall be securely welded to the columns.

The braces shall not protrude beyond the sides of the columns or obstruct the attachment of the shelf beams to the columns, at any height on the columns. The centerline of the bottom horizontal brace shall not be located more than 12 inches from the bottom of the upright frame, and the centerline of the top horizontal brace shall be located not farther than 12 inches from the top of the upright frame. Other diagonal and horizontal braces shall be uniformly spaced between the top and bottom horizontal braces.

3.2.3. SHELF BEAMS

Shelf beams shall be the step type. Any openings in the shelf beam construction shall face inward, they shall not face the aisle. The connector shall not be welded to the column. Shelf beam-to-column connection shall be of the locking type. . Each pair of pallet rack shelf beams shall provide a bay width of 108 inches. With the specified uniformly distributed load per bay, FA8604-19-R-8012 Attachment 3 Page 4 of 11

LUKE AFB - App B - Page 3 there shall be no permanent deformations, and elastic deflections shall not exceed 0.56 percent of the unsupported span, measured with respect to the two ends of the beam. Shelf beams shall be designed with a safety factor of 1.65 to 1.

3.2.3.1. CONNECTORS

Each end of the shelf beams shall have a multiple prong slip-fit or slip-joint type shelf beam-to-column connector. Separate shelf beams and connectors are unacceptable. The connectors shall be adjustable, allowing the shelf beams to be moved with no more than the use of a soft hammer. The connector shall be capable of transferring all loads and external forces of the shelf beam to the column without failure of the connection, or damage to the column or connector. The prongs shall be of sufficient number, size, and strength to withstand repeated loading and unloading of the rack, and to continually sustain the rated shelf beam load. The prongs shall engage with the openings of the columns in such a manner to prevent lateral rotation of the beam, with each prong contributing to the support of the beam. The prongs shall engage with the openings of the columns to ensure a snug metal-to-metal fit between the horizontal and vertical load carrying members. The prongs shall be of the same design as the opening.

3.2.4. LEVELING SHIMS

Leveling shims shall be provided with the rack units where necessary. The shims shall have holes corresponding to the holes in the bearing plate, and shall anchor or lock with the bearing plate when the rack is erected. Shims shall be equal in width and length to the bearing plate under which it is installed. Shims shall be of varying thickness so no more than five shims are installed at any point. Slotted shims shall be unacceptable.

3.2.5. ANCHORING THE STRUCTURE

The rack system shall be anchored to resist all design shear and uplift forces. The rack units shall be designed to be a rigid freestanding structure and shall not be connected to any existing building structure except the floor. Each bearing plate shall be securely anchored to the floor with minimum one 1/2-inch diameter anchor bolt. The minimum embedment of the anchor shall be in accordance with 3.3.2.3 of the Cover PD.

3.2.6. ASSEMBLY

FA8604-19-R-8012 Attachment 3 Page 5 of 11

LUKE AFB - App B - Page 4

The assembled pallet rack system shall be rigid, stable, and without deformation or skewing when each bay is loaded to the capacity of the design loads. The pallet rack system shall assemble so that the columns are perpendicular to the beams and parallel to each other. Shelf frames shall be straight and square. All horizontal members shall be level to within 1/8 inch per 10 feet measured over any distance in the rack system.

3.2.7. DECKING |R1

Solid steel decking shall be installed in all bays between all parallel shelf beams. The decking shall be heavy duty welded steel wire with integral support channels capable of supporting a uniformly distributed load of 1,100 pounds per bay. The decking shall be designed with a safety factor of 1.65 to 1.

The decking shall not exhibit permanent deformation and elastic deformations shall not exceed 0.56 percent of the unsupported span. Decking shall be R-Mark compliant. The decking shall be plated or galvanized to protect against corrosion. Decking shall be the appropriate type to interface with the type shelf beam being provided. The decking shall be capable of supporting a uniformly distributed load of 1,100 pounds per bay. The decking shall provide a seamless, solid support from the front all the way to the back of the shelving bay. The decking shall be designed with a safety factor of 1.65 to 1. The decking shall not exhibit permanent deformation and elastic deformations shall not exceed 0.56 percent of the unsupported span. Decking shall be the appropriate type to interface with the type shelf beam being provided and shall be within 1/8 inch of the top of the shelf beam. Decking shall not be capable of being accidentally disengaged from the shelf beams.

4. QUALITY ASSURANCE PROVISIONS

4.1. INSPECTION

The system shall be inspected to verify that it meets all the requirements of sections 1, 2, and 3 of this appendix and the Cover PD. These inspections shall be completed as part of the system checkout test and again as a part of the quality conformance test.

4.2. TESTS

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

FA8604-19-R-8012 Attachment 3 Page 6 of 11

LUKE AFB - App B - Page 5

No. Paragraph Description

1. 3.1. and

3.2.3.

Three pallet bays, picked at random, shall each be loaded with 1,100 pound loads to ensure the pallet beams are set in place. The loads shall then be removed. The distance from the top of each designated shelf beam to the top of the shelf beam above it shall be measured and recorded as M1. The 1,100 pound loads shall then be put back into the designated pallet bays. The loads shall be left for a minimum of four continuous hours. The distance from the designated shelf beams to the top of the next shelf beam shall be measured again and recorded as M2. The following formula shall be used to determine the deflection amount:

Deflection = [(M1 - M2) / 108 ] * 100

If the deflection is greater than 0.56 or if permanent deformation exists when the loads are removed, the system shall fail.

2. 3.2.7. Three decking bays, picked at random, shall each be loaded with 1,100-pound loads to ensure the decking is set in place. The loads shall then be removed. The distance from the top of the deck to the top of the deck above it shall be measured and recorded as M1. The 1,100-pound loads shall then be put back into the designated decking bays. The loads shall be left for a minimum of four continuous hours.

The distance from the designated decking to the top of the decking above it shall be measured again and recorded as M2. The following formula shall be used to determine the deflection amount:

Deflection = [(M1 - M2) / 108 ] * 100

If the deflection is greater than 0.56 or if permanent deformation exists when the loads are removed, the system shall fail.

FA8604-19-R-8012 Attachment 3 Page 7 of 11

LUKE AFB - App B - Page 6

4.3. CERTIFICATIONS

The Contractor shall provide certification that the following requirements have been met. All certifications shall be provided in accordance with the Contract Data Requirements List.

No. Paragraph Certifications

1. 3.1. The pallet rack conforms to the requirements the Rack Manufacturers Institute (RMI) Specification for the Design, Testing, and Utilization of Industrial Steel Storage Racks.

2. 3.2.2. Each upright frame shall have a minimum safe load capacity of 5,500 pounds (Type 24D108W) and 4,400 pounds (Type 48D108W). All types shall have a safety factor of at least 1.92 to 1.

3. 3.2.2.2. The bearing plates are of sufficient size to disperse the maximum load imposed on the column.

4. 3.2.3. All shelf beams are designed for, constructed to, and capable of sustaining the minimum safe load with a safety factor of at least 1.65 to 1

5. 3.2.7. Certify the solid steel deck is R-Mark compliant.

FA8604-19-R-8012 Attachment 3 Page 8 of 11

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

LUKE AFB - App B - Page 1 of 3

APPENDIX B, PALLET RACK

Solicitation Number: FA8640- -R- Project Title: Bridge Crane/Storage Aids System Base: LUKE AFB AZ CSN: ALK387 Appendix B, Pallet Rack, 19 April 2019, Revision 1 - 27 June 2019

This questionnaire shall be completed by the Offeror. 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 product literature/cut sheets for all equipment detailed in this questionnaire and attach any exceptions to the Purchase Description Appendix or recommendations/design alternatives as detailed below.

Pallet Rack Manufacturer: _______________________________

Paragraph Characteristics

3.2.1. Dimensions:

Width of pallet rack units:

Type 24D108W:___________ inches Type 48D108W:___________ inches

Depths of pallet rack units Type 24D108W:___________ inches Type 48D108W:___________ inches

Heights of pallet rack unit:

Type 24D108W:___________ inches Type 48D108W:___________ inches

3.2.2. Upright frame part numbers: ________________________

Minimum capacity of upright frame:___________ pounds based on a maximum shelf spacing of ____ inches Safety factor of: ___________________________ to 1

3.2.2.1. Width of column facing the aisle: __________ inches

Vertical center-center spacing of column openings for shelf beam adjustment:___ inches

3.2.2.2. Number of punched holes per bearing plate:________

3.2.3. Shelf beam part numbers: __________________________

FA8604-19-R-8012 Attachment 3 Page 9 of 11

Solicitation Number: FA8604- -R-

LUKE AFB - App B - Page 2 of 3

Type of shelf beam: ______________________________ Bay width provided by shelf beam:

Type 24D108W:___________ inches Type 48D108W:___________ inches

Minimum capacity per bay: ___________ pounds

Safety factor of: ___________________________ to 1 Will shelf deflection meet the requirements as specified? YES NO

3.2.4. Will leveling shims be provided as specified:

YES NO

3.2.5. Diameter of anchors to be provided:________ inches

Length of anchors to be provided: _________ inches Number of anchors per bearing plate: _____________

3.2.7. Will solid steel decking be provided as specified:

YES NO

Capacity of decking:__________ pounds

FA8604-19-R-8012 Attachment 3 Page 10 of 11

Solicitation Number: FA8604- -R-

LUKE AFB - App B - Page 3 of 3

EXCEPTIONS

Please outline each exception taken to this Appendix in detail.

All exceptions will be reviewed to determine acceptability.

Are exceptions taken? YES NO

EXCEPTIONS:

FA8604-19-R-8012 Attachment 3 Page 11 of 11