FA860417R8111_0001pdf.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

FREDERICK A. NEACE 937-656-7507

frederick.neace@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-8111

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 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 Aid System, Grand Forks AFB, ND - Amendment 0001 - Revision 1 to Attachment 2 (Pallet Rack).

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 6.15.5 FAR (48 CFR) 53.243 Created 06 Apr 2018 1:14 PM

SCHEDULE

FA8604-18-R-8111 0001

SECTION A - SOLICITATION FORM:

1. Pupose: This solicitation amendment to FA8604-18-R08111 is issued to revise Attachement #2.

2. Summary of Changes:

a. Section J - Attachments/Exhibits:

2. Attachment 2, Pallet Rack, has been revised to include REV 1, dated 06 April 2018.

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

APPENDIX A

FOR

PALLET RACK

AT

GRAND FORKS AIR FORCE BASE, NORTH DAKOTA

BUILDING 408

CSN: TGF702

DATE: 19 JANUARY 2018

REVISION 1: 6 APRIL 2018

PREPARED BY:

Megan Blackwell

MEGAN BLACKWELL

PROJECT ENGINEER

AFLCMC/EZPAE

Bradley Thompson

BRADLEY THOMPSON

REVIEWER

AFLCMC/EZPAE

FA860418R8111 Attachement #2 Page 1 of 15

THIS PAGE LEFT BLANK INTENTIONALLY

FA860418R8111 Attachement #2 Page 2 of 15

Table of Contents

1. GENERAL SCOPE

1.1. DEFINITIONS

2. APPLICABLE DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION |R1

3.2. PHYSICAL AND PERFORMANCE 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

3.2.3.2. SHELF BEAM-TO-COLUMN SAFETY LOCK

3.2.4. LEVELING SHIMS

3.2.5. ANCHORING THE STRUCTURE

3.2.6. ASSEMBLY

3.2.7. DECKING

3.2.7.1. SOLID WOOD DECKING

4. QUALITY ASSURANCE PROVISIONS

4.1. INSPECTION

4.2. TESTS

4.3. CERTIFICATIONS

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1. GENERAL SCOPE

This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for pallet rack for the 319th Logistics Readiness Squadron (LRS) in Building 408, at Grand Forks Air Force Base (AFB), North Dakota. The work shall be completed in accordance with this appendix, the Cover

Purchase Description (PD), and Air Force (AF) Drawings TGF702-01 and TGF702-02. This appendix covers all equipment, materials, and labor necessary to complete installation of the system.

1.1. DEFINITIONS

Bay - A storage location in the pallet rack which measures from the front shelf beam to the back shelf beam in depth, and from the inside of the upright frame to the inside of the opposite upright frame in width.

Decking - A wire mesh surface spanning the area between two parallel shelf beams for the storage of loose or boxed items.

Pallet rack unit - A unit is an assembly of two upright frames and all shelf beams joining those two upright frames, and the wire mesh decking or tire supports spanning the beams or the rack supports.

Tire support – Angular shaped members attached to front-to-back supports to span the bay from the inside of one upright to the inside of the opposite column. Tire supports are used to facilitate tire storage by cradling them while they rest in a vertical position.

2. APPLICABLE DOCUMENTS

Applicable documents shall be in accordance with Section 2 of the Cover PD as well as RMI/ANSI MH16.1-2012 and RMI/ANSI

MH26.2-2007.

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

The pallet racks will be used to store palletized loads and collapsible bulk containers in such a manner to permit placement and removal of any individual load without disturbing any other load. Wire decking shall be provided to facilitate storage of loose or boxed items. The pallet rack system shall be capable of supporting uniformly distributed loads as specified in 3.2.3.

FA860418R8111 Attachement #2 Page 5 of 15

Storage and retrieval operations within the pallet rack will be performed with the use of stock pickers specified in the Cover

PD and an existing general purpose forklift. The pallet rack shall conform to the requirements of the Rack Manufacturers

Institute (RMI) 2012 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

TFG702-01. The racks shall be capable of being assembled side-by-side, in a row, using common uprights to support the shelf beams. Uprights shall be 10 feet tall and 4 feet deep.

Shelf beams shall be 9 feet long. Shelf beams for pallet rack shall be installed at heights as shown on AF Drawing TGF702-02.

3.2.2. UPRIGHT FRAMES

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 for the rack shall have a minimum 12,000 pound capacity.

Upright frames shall have a safety factor of 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). 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. 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

|R1

FA860418R8111 Attachement #2 Page 6 of 15

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 3.2.5.

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 box or 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 shelf beams shall provide a bay width of 108 inches. A uniformly distributed load of 6,000 pounds per bay shall cause no permanent deformations and elastic deformations 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

FA860418R8111 Attachement #2 Page 7 of 15 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.

3.2.3.2. SHELF BEAM-TO-COLUMN SAFETY LOCK

Each shelf beam-to-column connection shall have a safety lock which shall lock the shelf beam to the column. The design and manner of construction of the device shall prevent accidental disengagement of the shelf beam-to-column connection during movement or shifting of the assembled rack unit due to impact to the upright frame or shelf beam from horizontal or vertical directions. The safety locking device shall be an integral, attached part of the shelf beam. The safety lock shall be employed without the use of tools, and no part thereof shall obstruct or restrict the loading or unloading of the racks.

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

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.

FA860418R8111 Attachement #2 Page 8 of 15

3.2.7. DECKING

Wire mesh 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 6,000 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 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. In some locations, the decking shall be cut to fit around existing building columns.

3.2.7.1. SOLID WOOD DECKING

Solid wood decking shall be installed in each bay on top of the wire mesh decking. Solid wood decking shall be at least 1/4 inch thick and shall be fire retardant. Solid wood decking shall be secured to the wire mesh decking in a manner that allows for it to be easily removed if necessary but will not slide out of place during normal use.

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.

FA860418R8111 Attachement #2 Page 9 of 15

No. Paragraph Description

1. 3.1. and

3.2.3.

Three pallet bays, picked at random, shall each be loaded with two 3,000-pound pallets (total

6,000 pounds) 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. Two

3,000-pound pallets 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. 3.2.3.2. The shelf-to-column safety lock shall be tested at a minimum of ten random locations.

Personnel shall attempt to separate empty shelf beams from the column without disabling the shelf-to-beam safety lock. If a shelf separates from a column then the system fails the test.

3. 3.2.7. Three decking bays, picked at random, shall each be loaded with two 3,000-pound pallets

(total 6,000 pounds) 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 3,000-pound pallets 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

FA860418R8111 Attachement #2 Page 10 of 15 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.

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) 2012

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 12,000 pounds. All uprights shall 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 wire deck is R-Mark compliant.

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PALLET RACK

Solicitation Number: FA8640- -R-

Project Title: Storage Aids System

Base: Grand Forks AFB, ND CSN: TGF702

Appendix A, Pallet Rack, REV 1: 6 April 2018

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.

Pallet Rack Manufacturer: _______________________________

No. Paragraph Characteristics

1. 3.2.1. Depth of pallet rack unit: _________________ feet

Height of pallet rack unit: ________________ feet

Shelf beam length: _________________________ feet

Number of shelf beams between uprights: _________

2. 3.2.2. Upright frame part numbers: _____________________

Minimum capacity of upright frames: _____________ pounds based on a maximum shelf spacing of

___________ inches

Safety factor of: _________________________ to 1

3. 3.2.2.1. Width of column facing the aisle: ________ inches

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

4. 3.2.2.2. Number of punched holes per bearing plate: ______

FA860418R8111 Attachement #2 Page 13 of 15

5. 3.2.3. Type of shelf beams provided: ___________________

Safety factor of: __________________________ to 1

Will shelf deflection meet the requirements as specified?

YES NO

Shelf beam part number: _________________________

Minimum capacity per bay: ________________ pounds

6. 3.2.3.2. Will shelf beam-to-column safety locks be provided as specified?

7. 3.2.4. Will leveling shims be provided as specified?

8. 3.2.5. Diameter of anchors to be provided: ______ inches

Length of anchors to be provided: ________ inches

Number of anchors per bearing plate: ____________

9. 3.2.7. Number of wire mesh decking pieces to be provided per deck: _______________________________________

Minimum capacity per piece of wire mesh decking:

________________ lbs

10. 3.2.7.1. Will solid wood decking be provided and installed as specified?

FA860418R8111 Attachement #2 Page 14 of 15

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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