FA8604-18-R-8104_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

See Block #2

PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

4. REQUISITION/PURCHASE REQ.NO.

5. PROJECT NO. (If applicable)

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

USAF/AFMC/AFLCMC

AF LIFE CYCLE MANAGEMENT CENTER

2275 D STREET, BLDG 16, RM 128

WRIGHT-PATTERSON AFB OH 45433-7228

MICHAEL W. WILKERSON 937-656-7519

michael.wilkerson.7@us.af.mil

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

FA8604-18-R-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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER.

If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATION OF CONTRACTS/ORDERS,

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

(X )

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

10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Non-ACAT, MMHS, Storage Aids System, Holloman AFB, NM - Amendment 0001 - Revision 1 to Attachment 3 (Appendix B Wide Span Shelving), Attachment 12 (Drawing AHL706-01), Attachment 13 (Drawing AHL706-02), Attachment 15 (Drawing AHL706-04), and Attachment 16 (Drawing AHL706-05).

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 6.15.4 FAR (48 CFR) 53.243 Created 28 Feb 2018 8:24 AM

SCHEDULE

FA8604-18-R-8104 0001

SECTION A - SOLICITATION FORM:

1. PURPOSE: This solicitation amendment to FA8604-18-R-8104 is issued to revise Attachment #3, Attachment #12, Attachment #13, Attachment #15, and Attachment #16.

2. SUMMARY OF CHANGES:

a. Section J - Attachments/Exhibits:

1. Attachment 3, Appendix B for a Wide Span Shelving, has been revised to include REV 1, dated 27 February 2018.

2. Attachment 12, Drawing AHL706-01, has been revised to include REV 1, dated 27 February

2018.

3. Attachment 13, Drawing AHL706-02, has been revised to include REV 1, dated 27 February

2018.

4. Attachment 15, Drawing AHL706-04, has been revised to include REV 1, dated 27 February

2018.

5. Attachment 16, Drawing AHL706-05, has been revised to include REV 1, dated 27 February

2018.

All other terms and conditions of this solicitation remain the same.

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA8604-18-R-8104 0001

DOCUMENT PGS DATE TITLE

ATTACHMENT 3 13 27 FEB 2018 APPENDIX B FOR WIDE SPAN SHELVING AT

49TH LOGISTICS READINESS SQUADRON,

BUILDINGS 310, 311, 809, AND 310

OUTBUILDINGS, CSN: AHL706 (REV 1)

ATTACHMENT 12 1 27 FEB 2018 DRAWING AHL706-01 (REV 1)

ATTACHMENT 13 1 27 FEB 2018 DRAWING AHL706-02 (REV 1)

ATTACHMENT 15 1 27 FEB 2018 DRAWING AHL706-04 (REV 1)

ATTACHMENT 16 1 27 FEB 2018 DRAWING AHL706-05 (REV 1)

APPENDIX B

FOR

WIDE-SPAN SHELVING

AT

HOLLOMAN AIR FORCE BASE, NEW MEXICO

BUILDINGS 310, 311, 809, & 824

CSN: AHL706

DATE: 1 Nov 2017 REV 1: 27 Feb 2018

PREPARED BY:

James F. Rowland

JAMES F. ROWLAND

PROJECT ENGINEER

AFLCMC/EZPAE

Brad Thompson Brad Thompson

REVIEWER

AFLCMC/EZPAE

FA8604-18-R-8104 0001 Attachment #3 Page 1 of 13

Holloman AFB - App B – Page ii

FA8604-18-R-8104 0001 Attachment #3 Page 2 of 13

Holloman AFB - App B – Page iii

Table of Contents

1. SCOPE

2. APPLICABLE DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.2. PERFORMANCE AND PHYSICAL CHARACTERISTICS

3.2.1. CONFIGURATION REQUIREMENTS

3.2.2. UPRIGHT FRAMES

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. WIRE MESH DECKING REV1

3.2.5. SOLID STEEL DECKING REV1

3.2.7. LEVELING SHIMS

3.2.8. ANCHORING THE STRUCTURE

3.2.9. ASSEMBLY

4. QUALITY ASSURANCE PROVISIONS

4.1. INSPECTION

4.2. TESTS

4.3. CERTIFICATIONS

FA8604-18-R-8104 0001 Attachment #3 Page 3 of 13

Holloman AFB - App B - Page 1

1. SCOPE

This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for a wide-span shelving system for the 49th LRS Facility, Bldgs 310, 311, 809 and 824 at Holloman AFB, New Mexico. The work shall be completed in accordance with this appendix, the Cover Purchase Description (PD), and Air Force (AF) Drawings AHL706-01, -02, -04, and -05. 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 wide-span shelving will be used to store small and medium sized loads (i.e., hand-liftable boxes and parts) in such a manner as to permit placement and removal of any individual item. The wide-span shelving system shall be designed for use in seismic zone 1. The wide-span shelving shall conform to the requirements of the Rack Manufacturers Institute (RMI) June 1990 Specification for the Design, Testing, and Utilization of Industrial Steel Storage Racks.

3.2. PERFORMANCE AND PHYSICAL CHARACTERISTICS

3.2.1. CONFIGURATION REQUIREMENTS

The sections of wide-span shelving shall be located as shown on AF Drawings AHL706-01, -02, -04, and -05. The shelving shall be capable of being assembled side-by-side, in a row, using common uprights to support the shelf beams.

3.2.2. UPRIGHT FRAMES

The upright frames shall be made of all welded steel construction consisting of two columns, diagonal and horizontal braces, and floor bearing plates. Each upright frame shall be capable of being fully loaded to capacity without permanent deformation. The upright frames of like units shall be interchangeable. Upright frames shall meet the following requirements, as a minimum:

FA8604-18-R-8104 0001 Attachment #3 Page 4 of 13

Holloman AFB - App B - Page 2

Types “A” Height: 144 inches Capacity: 5,500 pounds Safety factor: 1.92 to 1

Type “B” Height: 144 inches Capacity: 6,600 pounds Safety factor: 1.92 to 1

Types “I” Height: 96 inches Capacity: 5,500 pounds Safety factor: 1.92 to 1

Types “J” Height: 96 inches Capacity: 5,500 pounds Safety factor: 1.92 to 1

3.2.2.1. COLUMNS

The columns shall be a continuous channel, box channel, rectangular, square or other formation approved by the Contracting Officer‘s Technical Representative (COTR). The width of the column, facing the aisle, shall be nominal 1-7/8 inches. Each column shall have openings to readily accommodate beam connectors, end-to-end, at corresponding heights throughout 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 or 3 inch increments. All openings of each column shall be identical to each other and identical to the openings of all other columns. 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.

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 3/8-inch anchor bolts in accordance with 3.2.6.

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Holloman AFB - App B - Page 3

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 closed box or step type. Any openings in the shelf beam construction shall face inward, they shall not face the aisle. Shelf beam-to-column connection shall be of the locking type. Each pair of shelf beams shall provide a bay width of 96 inches. With a uniformly distributed load of 1,100 pounds per bay, there shall be no permanent deflections, and elastic deformations shall not exceed 0.70 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 allow 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 type design as the opening. The connector shall not be welded to the column.

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Holloman AFB - App B - Page 4

3.2.4. WIRE MESH DECKING REV1

Wire mesh decking shall be installed in between all parallel shelf beams and uprights for Types “A” and “B”. The decking shall have a nominal 2-inch by 4-inch grid. 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. Decking shall be R-Mark compliant. 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 0.70 percent of the unsupported span. The decking shall be plated or galvanized to protect against corrosion in accordance with 3.3.3. of the Cover PD.

Decking shall be the appropriate type to interface with the type shelf beam being provided. The ends of the wire mesh decking shall bend over the shelf beam to provide a secure load supporting deck and keep the decking from accidentally disengaging from the shelf beams.

3.2.5. SOLID STEEL DECKING REV1

Solid steel decking shall be installed between all parallel shelf beams and uprights for Types “I” and “J”. The decking shall be capable of supporting the maximum load. Decking shall be R-Mark compliant. 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

0.70 percent of the unsupported span. The decking shall be plated or galvanized to protect against corrosion in accordance with 3.3.3. of the Cover PD. Decking shall be the appropriate type to interface with the type shelf beam being provided.

3.2.6. TIRE SUPPORTS

Two tire support beams per bay shall be used to support the tires stored on type “A” shelving in accordance with AF Drawing AHL706-01.

Tire supports shall be designed as shown on AF Drawing AHL706-01.

The supports shall be angle iron. The tire supports shall be easily removed and replaced from the wide span shelving. Tire supports shall be adjustable to accommodate a variety of tire diameters. Tire supports shall have the capability to be adjusted to any storage level configuration that the shelf beams will allow. Each pair of tire supports shall have a minimum load capacity of 1,100 pounds per bay. Tire supports shall be bolted or otherwise connected to front to back beams or as approved by the COTR (welding is unacceptable).

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Holloman AFB - App B - Page 5

3.2.7. LEVELING SHIMS

Leveling shims shall be installed with the shelving 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 shelving 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.

3.2.8. ANCHORING THE STRUCTURE

The shelving shall be anchored to resist all design shear and uplift forces. The shelving 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 3/8-inch diameter anchor bolt. The minimum embedment of the anchor shall be in accordance with 3.3.2.3 of the Cover PD.

3.2.9. ASSEMBLY

The assembled wide-span shelving system shall be rigid, stable, and without deformation or skewing when each wide-span shelving unit is loaded to the capacity of the design loads. The wide-span shelving 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 shelving system.

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.

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Holloman AFB - App B - Page 6

No. Paragraph Description

1. 3.2.3. Three wide-span shelves, picked at random, shall each be loaded with 1,100-pounds to ensure the shelf 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-pounds shall then be put back onto the designated shelves. 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 = [(M2 - M1) / shelf beam length] * 100

If the deflection is greater than 0.70 or if permanent deformation exists on either the shelf beams or decking when the loads are removed, the system shall fail.

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 wide-span shelving conforms to the requirements of 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 for Types “A”, “I”, “J” and 6,600 pounds for Type “B”; and a safety factor of at least 1.92 to 1.

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Holloman AFB - App B - Page 7

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.

FA8604-18-R-8104 0001 Attachment #3 Page 10 of 13

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

App B – Wide-Span Shelving TPQ - Page 1 of 3

WIDE-SPAN SHELVING

Solicitation Number: FA8604- -R- Project Title: STORAGE AIDS SYSTEM Base: Holloman AFB, New Mexico CSN: AHL706 Appendix B, Wide-span shelving, 1 Nov 2017

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 as detailed below.

Shelving Manufacturer: _______________________________________

Paragraph Characteristics

3.2.1. Dimensions of Shelving Units:

Type A:

Width: _______ inches Depth: ________inches Height: ________inches # of units provided:____

Type B:

Width: _______ inches Depth: ________inches Height: ________inches # of units provided:____

Type I:

Width: _______ inches Depth: ________inches Height: ________inches # of units provided:____

Type J:

Width: _______ inches Depth: ________inches Height: ________inches # of units provided:____

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Solicitation Number: FA8604- -R-

App B – Wide-Span Shelving TPQ - Page 2 of 3

3.2.2. Upright frame part number: _______________________

Minimum capacity of upright frame Type “A”: ____________ lbs.

Type “B”: ____________ lbs.

Type “I”: ____________ lbs.

Type “J”: ____________ lbs.

based on a maximum shelf spacing of: ______ inches

Safety factor of: ___________________________ to 1

3.2.2.1. Width of column facing the aisle: __________

inches

Center-center spacing of column openings:

___inches

3.2.2.2. Number of punched holes per bearing plate: _______

Diameter of anchors to be provided: _______ inches

3.2.3. Shelf beam part number: __________________________

Type of shelf beam: ______________________________ Bay width provided by shelf beam: _________ inches Minimum capacity per bay: _________________ pounds Minimum safety factor: ______________________ to 1 Will shelf deflection meet the criterion as specified? YES NO

3.2.4. Will wire decking be provided as specified?

YES NO

3.2.5. Will tire supports be provided as specified?

YES NO

3.2.6. Will leveling shims be provided as specified?

YES NO

3.2.7. Will units be anchored as specified?

THIS AREA LEFT BLANK INTENTIONALLY

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Solicitation Number: FA8604- -R-

App B – Wide-Span Shelving 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?

Number of pages attached: ____________________________________

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