FA860420R8102 0002 2 May 2020.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

See Block #2

PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

02 MAY 2020

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.

FA8604-20-R-8102

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.)

Removed CLIN for Turret Truck in its entirety, Re-numbered all CLIN's Following Turret Truck, Revised Attachments number's and replaced Revised Attachment's

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)

THERYSA M. KING

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 7.3.1.0 FAR (48 CFR) 53.243 Created 02 May 2020 3:18 PM

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA8604-20-R-8102 0002 PAGE 2 OF 13

SECTION A - SOLICITATION FORM:

1. Pupose: This solicitation amendment to FA8604-20-R-8102 is hereby issued to remove CLIN 0007 Turret Truck, in its entriety, re-number CLIN's 0008 thru 0013, to read CLIN's 0007 thru 0012. Remove and replace Cover PD, Appendix's C & D, Darawing's BTR807-01 & 02, with Revision's.

2. Summary of Changes:

a. Cover PD, Appendix C & D, Darawing's BTR807-01 & 02 are hereby revised

b. CLIN 0007 Turret Truck is hereby removed in it's entirety!

c. CLIN's 0008 thru 0013 are hereby revised to read CLIN's 0007 thru 0012

Section J - Attachments / Exhibits:

a. Cover PD, Appendix C & D, Drawing's BTR807-01 & 02 have been removed and replaced with Revisions.

b. Attachments Numbers have been revised to show the removal of the Turret Truck.

Qty Unit Price ITEM SUPPLIES OR SERVICES Purch Unit Total Item Amount

Design Complete

0001 CLIN Change __________ Lot __________ Noun: DESIGN COMPLETE Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall design the Storage Aid System for project CSN: BTR807 in accordance with all applicable paragraphs of the Cover Purchase Description (PD) dated 29 April 2020 (paragraphs 2 through 2.3, 3 through 3.3.8., and 4. through 4.3.3) Appendices A through H and associated drawings as noted in the attachments.

NOTE: THE REQUIREMENT INCLUDES TRAVEL TO ATTEND A POST AWARD

CONFERENCE AT TRAVIS AFB, CA. AND IS MANDATORY. TBD!!

FA8604-20-R-8102 0002 PAGE 3 OF 13

Qty Unit Price ITEM SUPPLIES OR SERVICES Purch Unit Total Item Amount

Mezzanine

0002 CLIN Change __________ Lot __________ Noun: MEZZANINE Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall manfacture and deliver a Mezzanine for project CSN: BTR807, Building 549, in accordance with the Cover Purchase Description (PD) dated 29 April 2020, (paragraph 3.1.1), Appendix A, Mezzanine dated 22 November 2019 and all associated drawings.

All equipment, operation and maintenance manuals and illustrated parts breakdown shall be provided IAW Cover PD paragraph 3.4.3 and Table 1.

Pallet Rack

0003 CLIN Change __________ Lot __________ Noun: PALLET RACK Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall manufacture and deliver a Pallet Rack for project CSN: BTR807, Building 549, in accordance with the Cover Purchase Description (PD) dated 29 April 2020 (paragraph 3.1.2) and Appendix B, Pallet Rack, dated 22 November 2019 and all associated drawings.

FA8604-20-R-8102 0002 PAGE 4 OF 13

ITEM SUPPLIES OR SERVICES Purch Unit Total Item Amount

Wide Span Shelving

0004 CLIN Change __________ Lot __________ Noun: WIDE SPAN SHELVING Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall manufacture and deliver Wide Span Shelving for project CSN:

BTR807, Building 549 in accordance with the Cover Purchase Description (PD) dated 29 April 2020 (paragraph 3.1.3) and Appendix C, Wide Span Shelving, dated 29 April 2020 and all associated drawings.

Vertical Carousel

0005 CLIN Change __________ Lot __________ Noun: VERTICAL CAROUSEL Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall manufacture and deliver a Vertical Carousel for project CSN:

BTR807 Building 549, in accordance with the Cover Purchase Description (PD) dated 29 April 2020 (paragraph 3.1.4) and Appendix D, Vertical Carousel, dated 29 April 2020 and all associated drawings.

FA8604-20-R-8102 0002 PAGE 5 OF 13

ITEM SUPPLIES OR SERVICES Purch Unit Total Item Amount

Tire Carousel

0006 CLIN Change __________ Lot __________ Noun: TIRE CAROUSEL Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall manufacture and deliver a Tire Carousel for project CSN: BTR807 Building 549, in accordance with the Cover Purchase Description (PD) dated 29 April 2020 (paragraph 3.1.5) and Appendix E, Tire Carousel, dated 22 November 2019 and all associated drawings.

Rider-Reach Vehicle

0007 CLIN Change __________ Lot __________ Noun: RIDER-REACH VEHICLE Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall manufacture and deliver Rider-Reach Vehicle for project CSN:

BTR807 Building 549, in accordance with the Cover Purchase Description (PD) dated 29 April 2020 (paragraph 3.1.7) and Appendix G, Ride-Rreach Truck, dated 22 November 2019 and all associated drawings.

be provided IAW Cover PD paragraph 3.4.3 and Table 1

FA8604-20-R-8102 0002 PAGE 6 OF 13

ITEM SUPPLIES OR SERVICES Purch Unit Total Item Amount

Tire Rack

0008 CLIN Change __________ Lot __________ Noun: TIRE RACK Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall manufacture and deliver Tire Rack for project CSN: BTR807 Building 812, in accordance with the Cover Purchase Description (PD) dated 29 April 2020 (paragraph 3.1.8) and Appendix H, Tire Rack, dated 22 November 2019 and all associated drawings.

Modular Cabinets

0009 CLIN Change __________ Lot __________ Noun: MODULAR CABINETS Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall manufacture and deliver Modular Cabinets for project CSN: BTR807 Building 812, in accordance with the Cover Purchase Description (PD) dated 29 April 2020 (paragraph 3.1.9), and Drawing BTR807-03 Dated 22 November 2019.

FA8604-20-R-8102 0002 PAGE 7 OF 13

ITEM SUPPLIES OR SERVICES Purch Unit Total Item Amount

Demolition, Installation Complete & Quality Confor

0010 CLIN Change __________ Lot __________ Noun: DEMOLITION, INSTALLATION COMPLETE & QUALITY

CONFORMANCE TEST

Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall install all items in accordance with all applicable paragraphs of the Cover PD dated 29 April 2020, and all associated Appendices and drawings pertaining to design and fabrication, as well as performance of system checkout and quality conformance testing of the Storage Aid System at Travis AFB for project CSN: BTR807.

As part of the CLIN the contractor must complete the inspections, tests and certifications in accordance with Cover PD paragraphs 4.3 through 4.3.3 and tests identified in applicable Appendices. At the completion of the System Checkout Test, performed IAW the requirements of the Cover PD paragraph 4.2.1 the Contractor shall submit to the Contracting Officer the required equipment certifications and the written certification that the system has passed the requirements of paragraph 4.2.1 System Checkout Test. The COTR will schedule the quality conformance test to start within 10 days following receipt of the written certifcation from the contractor. The Quality Conformance Test shall be performed in accordance with the Cover PD paragraph 4.2.2.

The Contractor shall perform all orientation prior to the start of the qualityconformance test IAW Cover PD paragraph 3.5 through 3.5.3.

The Contractor shall remove and dispose of existing equipment as specified in Cover PD paragraph 3.1. prior to the start of installation as detailed below: Existing Pallet Racking and Wide Span Shelving from Building 549

FA8604-20-R-8102 0002 PAGE 8 OF 13

ITEM SUPPLIES OR SERVICES Purch Unit Total Item Amount

Reliability Test & Acceptance

0011 CLIN Change __________ Lot __________ Noun: RELIABILITY TEST & ACCEPTANCE Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The contractor shall accomplish reliability demonstration testing, after successful completion of the quality conformance test, in accordance with the specifications set forth in the Cover PD paragraph 4.2.3. and each of the applicable appendices associated with testing and acceptance (e.g., paragraphs 4.2 and 4.3 of all appendices.) This includes submission of the as-built drawings identified in paragraph 3.4.5. of the Cover PD dated 29 April 2020, and other technical documents as listed in the attachments and includes final acceptance of the system by the Government.

Note: Contractor cannot invoice for this CLIN until ALL data items have been submitted and approved by Government. See Cover Purchase Description Paragraph 3.4 “Documentation”, as listed in Section ‘J,” Attachment #1 of this RFP/Contract.

Data

0012 CLIN Change __________ Lot __________ Noun: DATA Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall deliver all data items in accordance with the Cover PD Paragraphs

3.4 through 3.4.5 "Documentation," and Cover PD Table 1- "Data Requirements," and any related paragraphs of all Appendices. This CLIN is NOT Separately Priced (NSP).

FA8604-20-R-8102 0002 PAGE 9 OF 13

SHIP MARK TRANS

ITEM SUPPLIES SCHEDULE DATA QTY TO FOR PRI DATE

0001 1 FB4427 FB4427 60 DARO

Noun: DESIGN COMPLETE

ACRN: AA

Descriptive Data:

Delivery of the completed designs (i.e., shop drawings) shall be in accordance with paragraphs 3.4.1. and 3.4.2, Table 1 - Data Requirements of the Cover PD.

0002 1 FB4427 FB4427 03 May 2021

Noun: MEZZANINE

ACRN: AA

Descriptive Data:

Delivery Address:

60 LRS/LGRM

Building 549 Warehouse Travis AFB, CA.

Fairfield CA., 94535

NOTE : Add to the shipping label the verbiage, "To be offloaded and opened by the Contractor or Contractor's Representative." In addition, the following information should be included on the shipping label:

Contractor Name Contractor Representative Name Local Commercial Phone Number Building Number

0003 1 FB4427 FB4427 03 May 2021

Noun: PALLET RACK

ACRN: AA

Descriptive Data:

Delivery Address:

60 LRS/LGRM

Building 549 Warehouse Travis AFB, CA.

Fairfield CA., 94535

NOTE : Add to the shipping label the verbiage, "To be offloaded and opened by the Contractor or Contractor's Representative." In addition, the following information should be included on the shipping label:

Contractor Name Contractor Representative Name

0004 1 B4427 B4427 03 May 2021

Noun: WIDE SPAN SHELVING

ACRN: AA

Descriptive Data:

Delivery Address:

FA8604-20-R-8102 0002 PAGE 10 OF 13

60 LRS/LGRM

Building 549 Warehouse Travis AFB, CA.

Fairfield CA., 94535

NOTE : Add to the shipping label the verbiage, "To be offloaded and opened by the Contractor or Contractor's Representative." In addition, the following information should be included on the shipping label:

Contractor Name Contractor Representative Name

0005 1 B4427 B4427 03 May 2021

Noun: VERTICAL CAROUSEL

ACRN: AA

Descriptive Data:

Delivery Address:

60 LRS/LGRM

Building 549 Warehouse Travis AFB, CA.

Fairfield CA., 94535

NOTE : Add to the shipping label the verbiage, "To be offloaded and opened by the Contractor or Contractor's Representative." In addition, the following information should be included on the shipping label:

Contractor Name Contractor Representative Name

0006 1 B4427 B4427 03 May 2021

Noun: TIRE CAROUSEL

ACRN: AA

Descriptive Data:

Delivery Address:

60 LRS/LGRM

Building 549 Warehouse Travis AFB, CA.

Fairfield CA., 94535

NOTE : Add to the shipping label the verbiage, "To be offloaded and opened by the Contractor or Contractor's Representative." In addition, the following information should be included on the shipping label:

Contractor Name Contractor Representative Name

0007 1 B4427 B4427 03 May 2021

Noun: RIDER-REACH VEHICLE

FA8604-20-R-8102 0002 PAGE 11 OF 13

ACRN: AA

Descriptive Data:

60 LRS/LGRM

Building 549 Warehouse Travis AFB, CA.

Fairfield CA., 94535

NOTE : Add to the shipping label the verbiage, "To be offloaded and opened by the Contractor or Contractor's Representative." In addition, the following information should be included on the shipping label:

Contractor Name Contractor Representative Name

0008 1 B4427 B4427 03 May 2021

Noun: TIRE RACK

ACRN: AA

Descriptive Data:

Delivery Address:

298 Wolfskill Ave.

Building 812 Warehouse Travis AFB, CA.

Fairfield CA., 94535

NOTE : Add to the shipping label the verbiage, "To be offloaded and opened by the Contractor or Contractor's Representative." In addition, the following information should be included on the shipping label:

Contractor Name Contractor Representative Name

0009 1 B4427 B4427 03 May 2021

Noun: MODULAR CABINETS

ACRN: AA

Descriptive Data:

Delivery Address:

298 Wolfskill Ave.

Building 812 Warehouse Travis AFB, CA.

Fairfield CA., 94535

NOTE : Add to the shipping label the verbiage, "To be offloaded and opened by the Contractor or Contractor's Representative." In addition, the following information should be included on the shipping label:

Contractor Name Contractor Representative Name

0010 1 B4427 B4427 02 Jun 2021

FA8604-20-R-8102 0002 PAGE 12 OF 13

Noun: DEMOLITION, INSTALLATION COMPLETE & QUALITY

CONFORMANCE TEST

ACRN: AA

Descriptive Data:

Delivery Address 1:

60 LRS/LGRM

Building 549 Warehouse Travis AFB, CA.

Fairfield CA., 94535

Delivery Address 2:

298 Wolfskill Ave.

Building 812 Travis AFB, CA.

Fairfield CA., 94535

Certifications submitted as part of the System Checkout Test shall be delivered in accordance with paragraphs 3.4.4, and 4.3.1. and Table 1 of the Cover PD.

0011 1 B4427 B4427 09 Jun 2021

Noun: RELIABILITY TEST & ACCEPTANCE

ACRN: AA

Descriptive Data:

Following completion of the RDT and acceptance of the system by the Government, the Contractor shall submit as-built drawings in accordance with paragraph 3.4.5. and Table 1 of the Cover PD.

Reliability Demonstration Testing and acceptance of the system shall be at:

Delivery Address 1:

60 LRS/LGRM

Building 549 Warehouse Travis AFB, CA.

Fairfield CA., 94535

Delivery Address 2:

298 Wolfskill Ave.

Building 812 Travis AFB, CA.

Fairfield CA., 94535

0012 1 B4427 B4427 09 Jul 2021

Noun: DATA

ACRN: AA

Descriptive Data:

NOTE: This CLIN is NOT "Separately Priced (NSP)" and must be marked by the offeror as such.

Descriptive Data should read as follows:

All data shall be delivered in accordance with paragraphs 3.4 through 3.4.5. and Table 1 of the Cover PD.

SCHEDULE

FA8604-20-R-8102 0002

DOCUMENT PGS DATE TITLE

ATTACHMENT 1 31 29 APR 2020 COVER PURCHASE DESCRIPTION

ATTACHMENT 2 20 22 NOV 2019 APPENDIX A, MEZZANINE

ATTACHMENT 3 16 22 NOV 2019 APPENDIX B, PALLET RACK

ATTACHMENT 4 15 29 APR 2020 APPENDIX C, WIRE WIDE-SPAN SHELVING

ATTACHMENT 5 19 29 APR 2020 APPENDIX D, VERTICAL CAROUSEL

ATTACHMENT 6 5 22 NOV 2019 APPENDIX E, TIRE CAROUSEL

ATTACHMENT 7 10 22 NOV 2019 APPENDIX G. RIDER-REACH VEHICLE

ATTACHMENT 8 6 22 NOV 2019 APPENDIX H, TIRE RACK

ATTACHMENT 9 1 29 APR 2020 DRAWING, BTR807-01. (REV. 1) BLDG #549, BAY

B AND C

ATTACHMENT 10 1 29 APR 2020 DRAWING, BTR807-02, (REV. 1) BLDG #549, BAY

E AND F

ATTACHMENT 11 1 22 NOV 2019 DRAWING, BTR807-03, BLDG #812

ATTACHMENT 12 2 22 NOV 2019 CONTRACTOR INFORMATION, BLDG #549

ATTACHMENT 13 2 22 NOV 2019 CONTRACTOR INFORMATION, BLDG #812

ATTACHMENT 14 1 22 NOV 2019 ACKNOWLEDGEMENT OF COMPLIANCE

ATTACHMENT 15 1 17 MAR 2020 COMPLIANCE WITH INSURANCE

ATTACHMENT 16 18 17 MAR 2020 MISSING CLAUSES

ATTACHMENT 17 18 09 APR 2020 MISSING CLAUSE'S

COVER PURCHASE DESCRIPTION

FOR

STORAGE AID SYSTEM

AT

TRAVIS AIR FORCE BASE, CALIFORNIA

BUILDING 549 & 812

CSN: BTR807

DATE: 22 November, 2019 REV 1 Date: 29 April, 2020

PREPARED BY:

Bradley Thompson Bradley Thompson

PROJECT ENGINEER

AFLCMC/EZPAE

James Rowland James Rowland

REVIEWER

AFLCMC/EZPAE

FA860420R8102 Attachment #1 Page 1 of 31

THIS PAGE LEFT BLANK INTENTIONALLY

FA860420R8102 Attachment #1 Page 2 of 31

Table of Contents

1. SCOPE

1.1. GENERAL SCOPE

1.2. ACRONYMS

1.3. DEFINITIONS

2. APPLICABLE DOCUMENTS

2.1. GOVERNMENT DOCUMENTS

2.2. GOVERNMENT DOCUMENTS

2.3. NON-GOVERNMENT DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION (REV 1)

3.1.1. MEZZANINE

3.1.2. PALLET RACK

3.1.3. WIDE SPAN SHELVING

3.1.4. VERTICAL CAROUSEL

3.1.5. TIRE CAROUSEL

3.1.6. TURRET TRUCK (REV 1)

3.1.7. RIDER-REACH VEHICLE

3.1.8. TIRE RACK

3.1.9. MODULAR CABINETS

3.2. CHARACTERISTICS

3.2.1. NOISE LEVELS

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. POWER SOURCE

3.2.2.2. INSTALLATION CODE

3.2.2.3. CONDUIT

3.2.2.4. GROUNDING

3.2.2.5. WIRING

3.2.2.6. OVERCURRENT PROTECTION

3.2.2.7. ENVIRONMENTAL PROTECTION

3.2.2.8. 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. STANDARDIZATION

3.3.1.5. SPECIAL TOOLS

3.3.1.6. ACCESSIBILITY

3.3.1.7. STRUCTURAL REQUIREMENTS

3.3.1.8. VERIFICATION OF DIMENSIONS

3.3.1.9. OZONE DEPLETING SUBSTANCES (ODS)

3.3.1.10. SAFETY

3.3.1.10.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

FA860420R8102 Attachment #1 Page 3 of 31

3.3.1.10.2. PROTECTION AGAINST MOVING PARTS

3.3.1.10.3. PLACARDS

3.3.1.10.4. FAIL-SAFE CONTROLS

3.3.1.10.5. CLEAN-UP

3.3.1.11. HUMAN ENGINEERING

3.3.2. MATERIALS

3.3.2.1. STEEL

3.3.2.2. MECHANICAL FASTENING DEVICES

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

3.5.1. SYSTEM OPERATOR ORIENTATION

3.5.2. MAINTENANCE ORIENTATION

3.5.3. INSTALLATION SCHEDULE

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

FA860420R8102 Attachment #1 Page 4 of 31

1. SCOPE

1.1. GENERAL SCOPE

This purchase description (PD) establishes the minimum performance, design, fabrication, installation, orientation, and test requirements for a Storage Aid System (SAS) for the 60th Logistics Readiness Squardon (LRS) Building 549 and the 60th Maintenance Squadron (MXG) Building 812 at Travis Air Force Base, California. The work shall be completed in accordance with this purchase description and Air Force (AF) Drawing BTR807-01, BTR807-02, and BTR807-03. This purchase description covers all equipment, materials, and labor necessary to complete installation of the system.

1.2. ACRONYMS

AFB - Air Force Base COTR - Contracting Officer's Technical Representative LRS – Logistics Readiness Squadron MTBF - Mean Time Between Failure MTTR - Mean Time To Repair ODS - Ozone Depleting Substances PD - Purchase Description SAS – Storage Aid System

1.3. DEFINITIONS

2. APPLICABLE DOCUMENTS

The following documents form a part of this purchase description to the extent specified herein. The issue in effect on the date the solicitation is issued shall apply.

2.1. GOVERNMENT 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.

2.2. GOVERNMENT DOCUMENTS

AIR FORCE OCCUPATIONAL SAFETY AND HEALTH (AFOSH)

FA860420R8102 Attachment #1 Page 5 of 31

AFOSH 48-20

Occupational Noise and Hearing Conservation Program

AFI 91-203

Air Force Consolidated Occupational Safety Instruction, Chapter 27, Welding, Cutting and Brazing; Chapter 35, Material Handling Equipment

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-310-04 Seismic Design of Buildings

(Copies can be accessed at http://www.wbdg.org/FFC/dod/unified-facilities-criteria-ufc)

AIR FORCE DRAWINGS

BTR807-01 Materials Handling System Layout

60th Logistics Readiness Squadron Building 549 Bay B and C Travis Air Force Base, California 11/22/2019

BTR807-02 Materials Handling System Layout 60th Logistics Readiness Squadron Building 549 Bay E and F Travis Air Force Base, California 11/22/2019

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

29 CFR 1910 Occupational Safety and Health

Standards, (General Industry)

29 CFR 1926 Safety and Health Regulations for Construction

FA860420R8102 Attachment #1 Page 6 of 31

BTR807-03 Materials Handling System Layout

60th Maintenance Squadron Building 812 Travis Air Force Base, California 11/22/2019

2.3. NON-GOVERNMENT DOCUMENTS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 360 Manual of Steel Construction -

Allowable Stress Design, Ninth Edition

(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 Machines – Performance Criteria for

Safeguarding

ANSI Z49.1 Safety in Welding and Cutting

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

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A123/

A123M

Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/

A153M

ASTM A307

Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength

ASTM A325 Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

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ASTM B633 Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel

Society for Testing and Materials, 1916 Race Street, Philadelphia PA 19103)

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1 Welding Procedure and Performance

Qualification

AWS D1.1 Structural Welding Code – Steel

AWS D14.1 Welding of Industrial and Mill Cranes and Other Material Handling Equipment, Spec for

Welding Society, Inc., 550 NW Lejeune Road, P.O. Box 35140, Miami FL 33135)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B Standard for Fire Prevention During

Welding, Cutting and Other Hotwork

NFPA 70 National Electrial Code

NFPA 101 Life Safety Code

(Applications for copies shall be addressed to the National Fire Protection Association, One Batterymarch Park, P.O. Box 9101, Quincy MA 02269-9101)

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 6 Industrial Control and Systems:

Enclosures

(Applications for copies shall be addressed to the National Electrial Manufacturers Association, 1300 North 17th Street;

Suite 900, Arlington VA 22209)

SOCIETY OF AUTOMOTIVE ENGINEERS, INC (SAE)

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SAE J429 Mechanical and Material Requirements for Externally Threaded Fasteners, Standard

(Applications for copies shall be addressed to the Society of Automotive Engineers, Inc., 400 Commonwealth Drive, Warrendale

PA 15906)

INTERNATIONAL BUILDING CODE (IBC)

IBC 2012 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)

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION (REV 1)

The SAS shall include a mezzanine, pallet rack, wide span shelving, vertical carosel, tire carousel, turret truck, rider-reach vehicle, tire rack, and modular cabinets.

3.1.1. MEZZANINE

A mezzanine shall be installed as specified in Appendix A and this Cover PD.

3.1.2. PALLET RACK

Pallet rack shall be installed as specified in Appendix B and this Cover PD.

3.1.3. WIDE SPAN SHELVING

The wide span shelving shall be as specified in Appendix C and this Cover PD.

3.1.4. VERTICAL CAROUSEL

Three vertical carousels shall be installed as specified in Appendix D and this Cover PD.

3.1.5. TIRE CAROUSEL

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Six tire carousels shall be installed as specified in Appendix E and this Cover PD.

3.1.6. TURRET TRUCK (REV 1)

A turret truck shall be provided as specified in Appendix F and this Cover PD.

3.1.7. RIDER-REACH VEHICLE

A rider-reach vehicle shall be provided as specified in Appendix G and this Cover PD.

3.1.8. TIRE RACK

38 tire racks shall be installed as specified in Appendix H and this Cover PD.

3.1.9. MODULAR CABINETS

Two modular cabinets shall be installed as specified in this Cover PD and BTR807-03. The contractor shall provide a total of two modular cabinets. The user currently has modular cabinets, therefore the modular cabinets shall match the details and specifications of the currently owned equipment. One modular cabinet shall be the Manufacturer: Lyon, Model #: 6860301016I – Double Wide Eye-Level Height 6 Drawers / 144 Compartments, or equivalent. The other cabinet shall be the Manufacturer: Lyon, Model #: 496030000CI – Double Wide Counter Height 6 Drawers / 224 Compartments, or equivalent. The modular cabinets shall be Black with Grey drawers. Each drawer within both cabinets shall have a load capacity of 400lbs. When fully loaded with 400 pounds, all drawers shall be capable of being opened and closed without jamming or twisting of the carriage. When fully loaded, an open drawer shall not exhibit deflection greater than 5/8-inch from its closed position, when measured from the floor to the middle of the front of the drawer. The forces required to move a drawer, loaded to the maximum capacity of 400 pounds per drawer, shall not exceed 25 pounds to start outward, 45 pounds to start inward, and 40 pounds to continue moving. The cabinets shall include carriages (defined as rolling intermediate members which permit 100 percent extension of the drawer interior) and minimum 10 gauge steel brackets or side channels (defined as those members fixed to the sides of the cabinets). Carriages shall operate on precision ball and/or roller bearings. All carriages and brackets shall be the same for all drawers and completely interchangeable to preclude any possibility of an

FA860420R8102 Attachment #1 Page 10 of 31 unsafe mix-up of lightweight brackets and carriages with heavily loaded drawers.

3.2. CHARACTERISTICS

3.2.1. NOISE LEVELS

The Contractor shall consider noise levels in the design of the equipment. Hazardous noise shall not exceed 85 decibels A-weighted sound pressure level (dB(A)) for 8 hours in any 24-hour period or equivalent in accordance with AFI48-127. Noise level measurements will be taken at a three-foot distance from the equipment producing the noise and at a level of five feet above the ground/floor in all locations in which personnel may be present during normal operations. If noise levels of installed equipment exceed this requirement, then noise shall be reduced through engineering controls; i.e., insulation, dampening, and isolation.

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. POWER SOURCE

The Contractor shall plan to run electrical power from the electrical supply panels at a maximum of 100 feet for all components requiring electrical power in building 549. All panels have been detailed as 208/120V. The Contractor shall furnish and install all necessary wiring and equipment for power distribution to the system and for control of the system.

3.2.2.2. INSTALLATION CODE

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

3.2.2.3. 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. If conduit/cables are dropped from overhead, they shall be enclosed in a power pole. 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 symmetrical bends or

FA860420R8102 Attachment #1 Page 11 of 31 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 8 feet.

3.2.2.4. 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. Conduit shall not be used as a method of grounding.

3.2.2.5. 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.

3.2.2.6. OVERCURRENT PROTECTION

The power distribution panel shall be equipped with circuit breakers and fuses in compliance with Article 240 of NFPA 70.

Motors shall be equipped with disconnect switches and thermal overload devices. Switches shall be non-fused disconnects.

3.2.2.7. ENVIRONMENTAL PROTECTION

All indoor enclosures and controls shall be in accordance with NEMA ICS 6, Type 12. All outdoor enclosures and controls shall be in accordance with NEMA ICS 6, Type 3S.

3.2.2.8. PROTECTION FROM MECHANICAL DAMAGE

No pushbuttons, control panel, 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, which includes sensors, is exposed to damage by material or personnel, then it shall be guarded.

3.3. DESIGN AND FABRICATION

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3.3.1. DESIGN CRITERIA

3.3.1.1. MAINTAINABILITY

The system shall be designed, fabricated, and installed to facilitate maintainability and ensure a minimum service life of 15 years. The design shall provide for modular assembly of components and subassemblies where feasible to permit repair or replacement of parts in a minimum of time. This shall include plug-in electrical connections for major electrical subassemblies.

3.3.1.2. ENVIRONMENTAL CONDITIONS

The system shall operate in a temperature range of 0 to 100 degrees Fahrenheit with up to 100 percent relative humidity.

The system shall be constructed to operate in an open warehouse environment. For components located outdoors, the component shall be constructed for year-round outdoor use, operating in sun, rain, fog, snow, and wind.

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. If requested by the COTR (Contracting Officer's Technical Representative), the Contractor shall furnish evidence that equipment of approximately the same design as that proposed to be installed has been tested and successfully operated. 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. STANDARDIZATION

Mechanical and electrical interchangeability shall exist between like assemblies, subassemblies, and replaceable parts regardless of the manufacturer's supplier. Interchangeability does not necessarily mean complete identity, but requires that a substitution of such like-assemblies and replacement parts be easily effected without physical or electrical modifications, including cabling, wiring, and mounting.

3.3.1.5. SPECIAL TOOLS

Use of special tools shall be minimized and, where required for operational adjustments, shall be securely mounted within the

FA860420R8102 Attachment #1 Page 13 of 31 equipment in a readily accessible location. Standard tools, fittings, lubricants, and fluids shall be used to the maximum practicable extent.

3.3.1.6. 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.

3.3.1.7. STRUCTURAL REQUIREMENTS

The system shall be designed and constructed in accordance with state and local codes. The system shall also be designed to withstand seismic forces as specified in UFC 3-310-04. State of California structural codes shall be verified by a certified PE for the mezzanine, pallet rack, wide span shelving, vertical carousel, tire carousel.

3.3.1.8. 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. The contractor shall provide revised, accurate, and detailed drawings for areas of buildings work is being performed.

3.3.1.9. 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, 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.

3.3.1.10. 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, FA860420R8102 Attachment #1 Page 14 of 31 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. Bollards shall be placed as indicated on drawings.

3.3.1.10.1. 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.

3.3.1.10.2. PROTECTION AGAINST MOVING PARTS

Guards shall be provided to protect personnel from moving parts.

Guards shall be in accordance with ANSI B15.1.

3.3.1.10.3. 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, and incline) in a conspicuous location for operators' use.

3.3.1.10.4. 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.

3.3.1.10.5. 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 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

FA860420R8102 Attachment #1 Page 15 of 31 responsibility to dispose of waste in accordance with all applicable Federal, State, County and Municipal codes.

3.3.1.11. 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 360.

3.3.2.2. MECHANICAL FASTENING DEVICES

Unless otherwise specified, all threaded connectors of diameter greater than 7/16 inch shall be either A325 bolts conforming to ASTM A325 or SAE Grade 5 bolts conforming to SAE J429. All structural joints shall be in accordance with AISC 360. 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, but not more than five threads. 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 installed properly to maintain the required minimum concrete embedment. Anchors shall be spaced so that the manufacturer's recommended minimum allowable spacing between anchors is maintained and the recommended minimum allowable edge distance is maintained. All anchors shall be torqued to the manufacturer's recommended installation torque. When required, adhesive anchors may be used; subject to approval by the COTR.

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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. The primer shall not interfere with the application and adhesion of subsequent coats.

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

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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 ANSI 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 Travis AFB, 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 AFI 91-203. 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 all telephones needed for fire reporting. The contractor shall maintain good housekeeping

FA860420R8102 Attachment #1 Page 18 of 31 practices to reduce the risk of fire, damage, and/or personal injury. All scrap materials, 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 nameplate for each component. A nameplate for each row of shelving/rack shall be provided such that if one row is dismantled, the nameplates will exist elsewhere. For conveyors, a nameplate shall be provided for each kind of conveyor in the system (i.e. takeaway, gravity, curves, incline/decline, etc.).

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:

Contract Number:

Model Number:

Point of Contact:

Telephone Number:

Manufacturer Web Site:

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Capacity:

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 progress against schedule to date of report submission and future schedule to contract completion. Schedule as a minimum shall provide the following milestones; submission of data items, if applicable the post award conference, fabrication, shipping, installation, and testing.

C) The body of the report shall provide a summary of the progress to date. It shall identify any problem areas and proposed solutions, 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; architectural, electrical, civil, and fire suppression drawings. The shop drawing package shall be submitted in both AutoCAD, PDF, and hard copy.