FA8604-19-R-8115_Amendment_1.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

JUSTIN C. ORR 9376567488

JUSTIN.ORR.2@US.AF.MIL

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

FA860419R8115000

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 X is extended, 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, Storage Aids System at Eglin AFB, Florida. Incorpoate Revised Appendix E (REV 1), dated 06 June 2019, Drawing LEG801-01 (REV 1), and Response to Questions.

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

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

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

15B. CONTRACTOR/OFFEROR

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

16C. DATE SIGNED

(Signature of person authorized to sign)

BY________________________________________

(Signature of Contracting Officer)

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

PREVIOUS EDITION UNUSABLE Prescribed by GSA ConWrite Version 7.1.3.5 FAR (48 CFR) 53.243 Created 07 Jun 2019 10:16 AM

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA860419R81150001 PAGE 2 OF 3

1. This amendment hereby incorporates Section J Revised Appendix E (REV 1), dated 06 June 2019, Drawing LEG801-01 (REV 1), and Response to Questions.

2. All other terms and conditions remain the same.

SCHEDULE

FA860419R81150001

DOCUMENT PGS DATE TITLE

ATTACHMENT 6 14 06 JUN 2019 APPENDIX E - BIN SHELVING (REV 1)

ATTACHMENT 7 1 06 JUN 2019 ATTACHMENT 7 - DRAWING 1 (REV 1)

APPENDIX E

FOR

BIN SHELVING

EGLIN AFB FLORIDA

BUILDING 1404

CSN: LEG803

DATE: 26 MARCH 2019

Revision 1: 6 JUNE 2019

PREPARED BY:

___Andrew J. Huser____

ANDREW HUSER

PROJECT ENGINEER

AFLCMC/EZPAE

___Brad Thompson______

BRAD THOMPSON

REVIEWER

AFLCMC/EZPAE

EGLIN AFB – APP E - Page i

Table of Contents

1. SCOPE

1.1. GENERAL SCOPE

1.2. DEFINITIONS

2. APPLICABLE DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.2. PHYSICAL AND PERFORMANCE CHARACTERISTICS

3.2.1. SHELVING LAYOUT

3.2.1.1. SHELVING UNIT DESIGN

3.2.1.2. SAFETY FACTOR

3.2.1.3. SHELF DETAILS

3.2.1.3.1. SHELF SIZE

3.2.1.4. SHELF CAPACITY

3.2.1.4.1. SHELF DESIGN

3.2.1.4.2. SHELF CLIPS

3.2.1.5. SUPPORTING POSTS

3.2.1.5.1. SUPPORTING POST SIZE

3.2.1.5.2. SUPPORTING POST CAPACITY

3.2.1.5.3. SUPPORTING POSTS DESIGN

3.2.1.5.4. SUPPORTING POST TYPE

3.2.1.6. BACK PANELS

3.2.1.7. SIDE PANELS

3.2.1.8. BASE STRIP

3.2.1.9. FOOT PLATES

3.2.1.10. ASSEMBLY

3.2.1.11. ALIGNMENT

3.2.1.11.1. SHELVING UNIT VERTICAL ALIGNMENT

3.2.1.12. COLOR

4. QUALITY ASSURANCE PROVISIONS

4.1. INSPECTIONS

4.2. TEST

4.3. CERTIFICATIONS

EGLIN AFB – APP E - Page 1

1. SCOPE

1.1. GENERAL SCOPE

This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for a small item bin shelving system, Bldg 1404, at Eglin Air Force Base (AFB) Florida. The work shall be completed in accordance with this appendix, the Cover Purchase Description (PD), and Air Force (AF) Drawing LEG803-01. This appendix covers all equipment, materials, and labor necessary to complete installation of the system.

1.2. DEFINITIONS

Back panel - Sheet steel panels attached to the two rear posts of each unit to enclose the back of the unit or form a partition between units placed back to back.

Base strip - A steel strip used to enclose the space between the bottom shelf and the floor.

Foot plate - Formed steel plate attached to supporting posts used to anchor the shelving units to the floor.

Shelf - Formed sheet steel which attaches horizontally to supporting posts and supports a load.

Shelf clip - A formed steel piece that provides for attachment of shelves and posts without the use of nuts and bolts.

Shelving unit - A single structure comprising of supporting posts, shelves, and side and back panels. A shelving unit does not exceed in width or depth the nominal maximum dimensions of one shelf.

Side panel - A sheet steel panel attached to the front and rear post to enclose the side of each unit, or as a partition between units placed side by side.

Supporting post - Steel vertical upright member that supports horizontal shelves.

2. APPLICABLE DOCUMENTS

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

EGLIN AFB – APP E - Page 2

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

Storage and/or retrieval operations within the shelving area will be performed manually. The shelving system shall be located so personnel can operate safely in the aisles without damage to shelving units, property stored, or injury to personnel. The shelving system shall consist of:

A. Shelving units B. Nuts, bolts, anchors and any other items required to install the shelving system.

3.2. PHYSICAL AND PERFORMANCE CHARACTERISTICS

3.2.1. SHELVING LAYOUT

The shelving system shall consist of shelving units in accordance with AF Drawing LEG803-01. All shelving units shall be arranged in rows by attaching them together end-to-end and/or back-to-back, where applicable.

3.2.1.1. SHELVING UNIT DESIGN

Shelving shall be secured to the supporting posts by means of positive engaging clips. All shelving, including parts and assemblies, shall be identical.

3.2.1.2. SAFETY FACTOR

Design and construction of each load bearing component shall assure that the component is capable of sustaining the specified load with a minimum safety factor of 1.65 to 1.

3.2.1.3. SHELF DETAILS

3.2.1.3.1. SHELF SIZE

All Type A1836 shelves shall be 36 inches wide and 18 inches deep.

3.2.1.4. SHELF CAPACITY

All shelves shall be capable of sustaining a uniformly distributed static load of 200 pounds with an elastic deformation less than 0.875 percent of the unsupported span

EGLIN AFB – APP E - Page 3 length, measured with respect to the two ends of the shelf and without any permanent deformation.

3.2.1.4.1. SHELF DESIGN

Plain shelf edges shall be flanged down on all sides not less than 1-1/8 inch nor more than 1-1/2 inches, with not less than one additional return flange on each side.

3.2.1.4.2. SHELF CLIPS

Shelf clips shall be provided in sufficient quantity to secure each of the four corners of each shelf to all four supporting posts. The shelf clips shall be designed to preclude the possibility of accidental disengagement of the clips from the post or the shelves under loaded conditions. The shelf clips shall allow for the spacing of the shelf to be changed with minimum disturbance to surrounding shelves and shelving units.

Shelf clips shall be capable of being changed with no more than a hammer.

3.2.1.5. SUPPORTING POSTS

3.2.1.5.1. SUPPORTING POST SIZE

The supporting posts shall be a nominal 87 inches high.

3.2.1.5.2. SUPPORTING POST CAPACITY

Each front and back supporting post shall have a minimum capacity of 1,400 pounds based on 18 inch shelf spacing without any visible evidence of permanent deformations.

3.2.1.5.3. SUPPORTING POSTS DESIGN

Mounting holes for clips shall be provided on the supporting posts. Mounting holes shall permit adjustment of shelf height on either 1-inch or 1-1/2-inch increments. Holes shall be provided as required for attachment of all back and end panels.

Supporting posts shall be provided at all four corners of all shelving units. Common supporting posts may be used at adjacent corners of single or double faced racks.

3.2.1.5.4. SUPPORTING POST TYPE

The front supporting posts shall be either beaded or box type as defined by the Shelving Manufacturers Association. Supporting posts shall be continuous.

EGLIN AFB – APP E - Page 4

3.2.1.6. BACK PANELS

Back panels shall have either predrilled or punched mounting holes which match up to mating holes in the supporting posts.

Back panels shall be made of metal and shall fully enclose the back of the shelving unit from the floor to the top of the unit.

One continuous panel from top to bottom shall be used. Back-to-back shelving units shall share a single, common back panel between each unit. The back panels shall be secured to the supporting posts. Shelves shall not be used to secure the back panels into position. Screws used to secure the back panel shall not prohibit the installation of shelves. Back panels of a single row of shelving shall include extra screws or equivalent to prevent gaps and ripples vertically and horizontally between other back panels and/or the supporting posts.

3.2.1.7. SIDE PANELS

Side panels shall have either predrilled or punched mounting holes to match up to mating holes in the supporting posts or shall be factory welded to supporting posts. Side panels shall fully enclose the ends of a shelving unit and shall extend from the top of the shelving unit to the floor. Side-by-side shelving units shall share a single common side panel between each unit.

3.2.1.8. BASE STRIP

A steel strip shall be provided and installed on each shelving unit between the bottom shelf and floor.

3.2.1.9. FOOT PLATES

Each supporting post shall have a foot plate attached and shall be secured to the floor with anchor bolts. The foot plates shall distribute the weight of a fully loaded shelving unit.

Foot plates shall be positioned to not interfere with erection of adjoining units and still provide ease of access for anchoring procedure. Foot plates shall be concealed behind the base strips.

3.2.1.10. ASSEMBLY

EGLIN AFB – APP E - Page 5

The Contractor shall assemble, on site, all shelving units including bracing, panels (side and back), and shelves as specified in this appendix in the quantities necessary to meet the storage requirements specified.

3.2.1.11. ALIGNMENT

After assembly, the shelving units shall be capable of maintaining the same position in a loaded, partially loaded, or empty capacity. Alignment of each row of shelving units shall be in all three directions, down each row of shelving units, from row to row, and vertically for each shelving unit face.

3.2.1.11.1. SHELVING UNIT VERTICAL ALIGNMENT

Each shelving unit face shall be plumb to within 1/4 inch from the floor to the top of the unit. Each supporting post shall be plumb to within 1/4 inch when examined from any direction. Any shims used shall be secured beneath the foot plate. The shims shall be the same size as the foot plate and shall have a hole(s) to correspond with the hole(s) in the foot plate for anchoring.

3.2.1.12. COLOR

The contractor shall submit a color chart for approval by Base personnel at the Post Award Technical Information Meeting

(PATIM).

4. QUALITY ASSURANCE PROVISIONS

4.1. INSPECTIONS

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. TEST

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

No. Paragraph Description

EGLIN AFB – APP E - Page 6

1. 3.1. If storage and retrieval operations cannot be conducted in the aisles without damage to shelving units, property stored, equipment, or injury to personnel, the system shall fail.

2. 3.2.4.2. Four randomly chosen shelves shall be designated by the CODR. The distance from the top of each designated shelf to the top of the shelf above it shall be measured at the mid-point of the shelf and recorded as M1. The designated shelves will then be loaded uniformly with a load of 200 pounds and left for a minimum of 4 hours. The distance from the designated shelf to the top of the next shelf will be measured again and recorded as M2 to determine if the maximum deflection is less than 0.875 percent of the unsupported span.

The following formula shall be used to determine the deflection amount:

Deflection = [(M1 - M2) / 36 * 100] (Type A) If the deflection is greater than 0.875 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. 3.2.3. The Contractor shall certify that each load bearing component shall have minimum safety factor of 1.65 to 1.

2. 3.2.5.2. The Contractor shall certify that each supporting post has a minimum capacity of 1,400 pounds, based on 18 inch shelf spacing.

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

EGLIN AFB – APP E - Page 1 of 2

BIN SHELVING

Solicitation Number: FA8604- -R- Project Title:

Base: EGLIN AFB FL CSN: LEG803 Appendix E, Bin Shelving, 26 MARCH 2019

This questionnaire shall be completed by the Offeror. 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.

Shelving Manufacturer: _______________________________________

Characteristics

Design safety factor: _______________________ to 1

Shelf dimensions: _________________________ inches Shelf part number: _______________________________

Shelf capacity: ___________________________ pounds Percent of elastic deformation of the unsupported span when measured with respect to the two ends of the shelf when loaded with a minimum of 200 pounds: _________________________ percent

Shelf edge flange: ________________________ inches

Shelving is secured to supporting posts by:

Supporting post height: ___________________ inches Supporting post part number: _____________________

Supporting post capacity of: ______________ pounds based on 18 inch shelf spacing.

Mounting hole spacing: ____________________ inches

Type of front supporting posts: __________________

Dimensions of back panel: _______ X _______ inches

Solicitation Number: FA8604- -R-

EGLIN AFB – APP E - Page 2 of 2

EXCEPTIONS

Please outline each exception taken to the Purchase Description Appendix in detail. All exceptions will be reviewed to determine acceptability.

Are exceptions taken? YES NO

EXCEPTIONS:

Color