Attachment 1 - Statement of Work.pdf

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For Consolidated Warehouse DLA Distribution Korea

10 April 2020

Prepared By:

DLA Installation Management for Distribution

DM-FDI; Bldg. 430 430 Mifflin Avenue, Suite 2227

New Cumberland, PA 17070-5008

ATTACHMENT 1 - SOW

SP3300-20-R-5007

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TABLE OF CONTENTS

SCOPE .................................................................................................................. 1-5

1.1 SITE ...................................................................................................................... 1-5

1.1.1 SITE DESCRIPTION ............................................................................................ 1-5

1.2 SYSTEM LAYOUT AND FUNCTION................................................................. 1-5

1.2.1 MAINTENANCE & SUSTAINMENT CONTRACT FOR TWO YEAR

AFTER FINAL SYSTEM ACCEPTANCE – CLIN 0007 ...................................... 1-6

1.3 CONTRACT LINE ITEMS ....................................... Error! Bookmark not defined.

APPLICABLE SPECIFICATIONS, STANDARDS AND CODES ....................... 2-7

2.1 DEPARTMENT OF DEFENSE (DoD) SPECIFICATIONS .................................. 2-7

2.2 FEDERAL CODE / STANDARDS ....................................................................... 2-8

2.3 OTHER STANDARDS AND CODES .................................................................. 2-9

2.4 GOVERNMENT DRAWINGS.............................................................................2-11

REQUIREMENTS ...............................................................................................3-12

3.1 GENERAL REQUIREMENTS.............................................................................3-12

3.1.1 WORKING HOURS.............................................................................................3-12

3.1.2 MATERIALS AND OPERATING CONDITIONS ...............................................3-13

3.1.3 TREATMENT AND PAINTING .........................................................................3-13

3.1.4 STATE-OF-THE-ART COMPONENTS ..............................................................3-13

3.1.5 MATERIAL TO BE HANDLED ..........................................................................3-13

3.1.6 LUBRICATION AND ADJUSTMENT ................................................................3-14

3.1.7 DIMENSIONS .....................................................................................................3-14

3.1.8 NOISE LEVELS...................................................................................................3-14

3.1.9 ELECTRICAL POWER SOURCE .......................................................................3-14

3.1.10 SWITCHES AND CONTROLS ...........................................................................3-14

3.1.11 STANDARDIZATION OF COMPONENTS ........................................................3-14

3.1.12 FASTENERS........................................................................................................3-15

3.1.13 METAL FABRICATIONS ...................................................................................3-15

3.1.13.1 WELDS .................................................................................................................3-15

3.1.13.2 BOLTED AND RIVETED CONNECTIONS .........................................................3-15

3.1.13.3 CASTINGS AND FORGINGS ..............................................................................3-15

3.1.13.4 MACHINE WORK ................................................................................................3-16

3.1.14 FLOOR MOUNTING OF EQUIPMENT ..............................................................3-16

3.1.15 IDENTIFICATION MARKING ...........................................................................3-16

3.1.15.1 CONTROL IDENTIFICATION .............................................................................3-16

3.1.16 SPECIAL PROVISIONS ......................................................................................3-16

3.1.16.1 INTERRUPTION OF WAREHOUSE OPERATIONS ...........................................3-16

3.1.16.2 INSTALLATION SEQUENCE ..............................................................................3-16

3.1.16.3 REMOVAL OF WASTE AND DEBRIS ................................................................3-17

3.1.16.4 PENETRATION OF FIREWALLS ........................................................................3-17

3.1.16.5 WALL/FLOOR OPENINGS ..................................................................................3-17

3.1.17 SAFETY REQUIREMENTS ................................................................................3-17

3.1.17.1 GENERAL REQUIREMENTS ..............................................................................3-17

3.1.17.2 MISHAP REPORTING..........................................................................................3-18

3.1.17.3 INSTALLATION SAFETY PRACTICES .............................................................3-19

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3.1.17.4 FIRE PREVENTION .............................................................................................3-19

3.1.17.5 FLAME CUTTING AND WELDING PROCESSES .............................................3-19

3.1.18 CONTRACT DATA REQUIREMENTS LIST (CDRL) .......................................3-20

3.2 EQUIPMENT SPECIFICATIONS .......................................................................3-21

3.2.1 463-L ALOC PALLET SYSTEM .........................................................................3-21

3.2.1.1 463-L ALOC CONTROLS.....................................................................................3-22

3.2.1.2 VERTICAL LIFT MODULES (VLM) .......................................................................3-22

3.2.1.2.1 EQUIPMENT SPECIFICATIONS ..........................................................................3-22

3.2.1.2.2 FUTURE CAPABILITY FOR CONTROL SYSTEMS FOR VLMs ........................3-22

3.2.1.2.3 CONTROL PANELS ..............................................................................................3-23

3.2.1.2.4 VERTICAL LIFT MODULE (VLM) ...................................................................3-23

3.2.1.2.5 SELF SUPPORTING STRUCTURE....................................................................3-23

3.2.1.2.6 CENTRAL ELEVATING PLATFORM ..............................................................3-24

3.2.1.2.7 EXTERNAL TRAY DELIVERY..........................................................................3-24

3.2.1.2.8 DUAL TRAY DELIVERY ....................................................................................3-24

3.2.1.2.9 UNIT PERFORMANCE PARAMETERS ...........................................................3-24

3.2.1.2.10 TRAYS .................................................................................................................3-25

3.2.1.2.11 PARTITIONS AND DIVIDERS .........................................................................3-25

3.2.1.2.12 OPERATOR CONSOLE.....................................................................................3-25

3.2.1.2.13 ELECTRICAL CABINET ..................................................................................3-26

3.2.1.2.14 SAFETY FEATURES FOR VLM ......................................................................3-26

3.2.1.2.15 GREEN FEATURE .............................................................................................3-26

3.2.1.2.16 ELECTRICAL REQUIREMENTS ....................................................................3-27

3.2.1.2.17 SOFTWARE REQUIREMENTS........................................................................3-27

3.2.1.2.18 CYBER SECURITY REQUIREMENTS ...........................................................3-28

3.2.1.2.18.1 PERSONNEL SECURITY REQUIREMENTS ..............................................3-29

3.2.1.2.18.1.1 IDENTIFICATION BADGES & COMMON ACCESS CARDS (CAC).....3-30

3.2.1.2.18.1.2 PRIVILEGED ACCESS ..................................................................................3-30

3.2.1.2.18.1.4 CYBERSECURITY KEY PERSONNEL .........................................................3-30

3.2.1.2.18.1.5 CYBERSECURITY NON-KEY PERSONNEL............................................3-36

3.2.1.2.18.2 RISK MANAGEMENT FRAMEWORK (RMF) ................................................3-36

3.2.1.2.18.3.1 SYSTEM SECURITY PLAN (SSP) ................................................................3-37

3.2.1.2.18.3.2 OT SYSTEM DESIGN, CONFIGURATION, MANAGEMENT, AND

SUSTAINMENT REQUIREMENTS ...................................................................3-40

3.2.1.2.18.3.3 OT SYSTEM IT INFRASTRUCTURE REQUIREMENTS .............................3-46

3.2.2 RECEIVING INBOUND CONVEYOR SYSTEMS .............................................3-52

3.2.2.1 PARCEL DESCRAMBLER ..................................................................................3-52

3.2.2.2 MOTOR DRIVE ROLLER (MDR) ACCUMULATION CONVEYOR .................3-53

3.2.2.3 BELT ON MDR ROLLER SLIDER BED CONVEYOR: ......................................3-54

3.2.2.4 BELT ON MDR ROLLER INCLINE/DECLINE CONVEYOR

REQUIREMENTS: ..............................................................................................3-56

3.2.2.5 MOTOR DRIVEN LIVE ROLLER CURVE CONVEYOR ...................................3-58

3.2.2.6 PACKAGE DESCRAMBLER & SINGULATOR ..................................................3-58 3.2.2.6-1 FEED CONVEYOR ...............................................................................................3-59

3.2.2.7 INTRALOX DARB S4500 SORTERS - Four (4) ea. Or equal ..............................3-68

3.2.2.8 SLAT BELT SPIRAL INCLINE/DECLINE CONVEYORS (RYSON) .................3-69

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3.2.2.9 BI-DIRECTIONAL TRANSFER CONVEYORS...................................................3-69

3.2.2.10 463-L PALLET STACKER ...................................................................................3-69

3.2.2.11 PAINTING ............................................................................................................3-73

3.2.3 WORKSTATION EQUIPMENT ..........................................................................3-73

3.2.3.1 WORKTABLES ....................................................................................................3-73

3.2.3.2 INDUSTRIAL CHAIRS ........................................................................................3-74

3.2.3.3 FLOOR MATS ......................................................................................................3-74

3.2.3.4 ELECTRICAL SERVICE TO EQUIPMENT .........................................................3-74

3.2.3.5 AIR COMPRESSOR ..............................................................................................3-75

3.3 ELECTRICAL REQUIREMENTS .......................................................................3-76

3.3.1 ELECTRICAL INSTALLATION .........................................................................3-76

3.3.2 EXISTING PANEL BOARDS..............................................................................3-76

3.3.3 SWITCHES AND CONTROLS ...........................................................................3-76

3.3.4 TRAINING...........................................................................................................3-76

3.4.5 OPERATOR TRAINING .....................................................................................3-77

3.3.6 ONSITE MAINTENANCE TRAINING ...............................................................3-77

QUALITY ASSURANCE PROVISIONS .............................................................4-79

4.1 LAYOUT OF WORK ...........................................................................................4-79

4.2 SYSTEM MAINTENANCE .................................................................................4-79

4.2.1 OPERATIONAL SUSTATINMENT AND MAINTENANCE PRIOR TO

FINAL ACCEPTANCE ........................................................................................4-79

4.2.2 SYSTEM MAINTENANCE WARRANTY PROVISIONS (SUPPLEMENT)

(CLIN 0002) .........................................................................................................4-79

4.2.2.1 SPECIAL TECHNICAL ASSISTANCE/MAINTENANCE ...................................4-79

4.2.2.2 CONTRACTOR TECHNICAL REPRESENTATIVES ..........................................4-80

4.3 SYSTEM CHECK OUT .......................................................................................4-80

4.4 INSPECTION AND TEST ...................................................................................4-80

4.4.1 RESPONSIBILITY FOR INSPECTION AND TESTING ....................................4-80

4.4.1.1 COMPONENT AND MATERIAL INSPECTION .................................................4-81

4.4.1.2 QUALITY CONFORMANCE INSPECTION AND TEST ....................................4-81

4.4.2 EXAMINATION ..................................................................................................4-81

4.4.3 IN-PROCESS INSPECTION ................................................................................4-81

4.4.4 PERFORMANCE TESTS ....................................................................................4-81

4.4.4.1 FUNCTIONAL TEST ............................................................................................4-82

4.4.4.2 RELIABILITY TEST.............................................................................................4-82

4.4.5 STATIC AND OTHER TESTS ............................................................................4-82

4.4.6 TIME LOST .........................................................................................................4-82

4.4.7 WARRANTY .......................................................................................................4-83

4.4.8 FINAL ACCEPTANCE ........................................................................................4-83

4.4.9 DEFINITIONS .....................................................................................................4-83

4.4.9.1 INTERRUPTION OF SERVICE ............................................................................4-83

4.4.9.2 EQUIPMENT ........................................................................................................4-83

4.4.9.3 INTENDED CAPACITY .......................................................................................4-83

4.4.9.4 NONDESTRUCTIVE TESTS ................................................................................4-84

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SECTION 1

SCOPE

This Statement of Work (SOW) describes the efforts required to design, install, integrate, test, and make operational one new Consolidated Warehouse System. It covers the necessary services, labor, material, equipment and control components required to provide a new automated materials handling and storage/retrieval system for the DLA Distribution facility.

Unless explicitly stated within this SOW as a Government responsibility, activity, or function, all of the activities, services, labor, designs, material, equipment, components, and work products must be performed by and/or provided by the Contractor.

1.1 SITE

The conveyor systems and storage/retrieval systems will be installed in the new Consolidated Warehouse at DLA Distribution Korea (DDDK) located at DLA Distribution Korea Kyongsang Buk Do, Chilgok Gun Waegwam-up Sok, Chong Ri Camp Carroll, Republic of Korea 718-800

1.1.1 SITE DESCRIPTION

The Consolidated Warehouse is a general purpose warehouse which will be completed in November 2020. This is a two story 250,000 square foot facility.

The stack height is minimum 25 ft. from floor level to the bottom of any obstruction.

1.2 SYSTEM LAYOUT AND FUNCTION

The existing warehouse layout is depicted in DF-FDI drawing # 19-1-2. The new warehouse layout is shown in DF-FDI drawing # 19-1-1.

The current Warehouse Management System (WMS) deployed by DLA is the Distribution Standard System (DSS), which is the system of record for all material handling business processes and operational activities. DSS utilizes the Standard Movement Message (SMM) to convey warehouse location and destination information to the DLA’s Warehouse Control System (WCS), known as the Equipment Control System (ECS). ECS is a Government developed software system that was designed to meet the unique capability needs of the agency when DLA’s Distribution facilities were built. Throughout this document identification of the “WMS” will refer to the currently deployed DLA software solution “DSS”. Additionally, identification of the “WCS” will refer to the currently deployed DLA software solution “ECS” respectively. An example of the communications between the deployed WMS and WCS is as follows:

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The function of the system is to receive local delivery and transshipment material for DDDK, separate and sort this material for either storage or issue. The sortation systems will receive transshipments (receipts from other DLA depots) from commercial transport vehicles at the dock door.

1.2.1 MAINTENANCE & SUSTAINMENT CONTRACT FOR TWO

YEAR AFTER FINAL SYSTEM ACCEPTANCE – CLIN 0007

The Contractor will perform preventative, corrective maintenance, and sustainment on the system supplied under this contract for a period of two years after final acceptance. This sustainment must include software support, maintenance, patching, and hotfix support. The Contractor will perform quarterly preventative and corrective maintenance on the entire system and maintain less than two hour response time per break down from the time the Contractor is notified. The Contractor must also maintain 98% up time throughout the period of operation between Monday through Friday from 06:30 AM through 4:30 PM

EST.

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SECTION 2

APPLICABLE SPECIFICATIONS, STANDARDS AND CODES

The following list of specifications, standards and codes will apply to the work covered within this document. The offeror will be responsible to ensure that all such applicable regulations are satisfied. Special attention must be given to federal state and local requirements. The issue in effect of the following documents on the date of the solicitation forms a part of the specification to the extent specified herein:

The Government will have the final say in any concern regarding the satisfaction of applicable regulations and federal, state, and local requirements.

2.1 DEPARTMENT OF DEFENSE (DoD) SPECIFICATIONS

Defense Information Systems Agency (DISA) Security Technical Implementation Guides (STIG) https://iase.disa.mil/stigs/Pages/index.aspx

Department of Defense Directive (DoDD) 8140.01 - Cyberspace Workforce Management https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodd/814001_2015_dodd.

pdf

Department of Defense Instruction (DoDI) 8500.01 - Cybersecurity https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/850001_2014.pdf

DoDI 8510.01 - Risk Management Framework (RMF) for DoD Information Technology

(IT)

https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/851001p.pdf?ver=20 19-02-26-101520-300

DoDI 8551.01 - Ports, Protocols, and Services Management (PPSM) https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/855101p.pdf

Department of Defense Manual (DoDM) 8570.01-M - Information Assurance Workforce Improvement Program https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodm/857001m.pdf

DoDI 8582.01 - Security of Unclassified DoD information on Non-DoD Information Systems https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/858201p.pdf?ver=20 19-01-24-105920-297

MIL-STD-882 E System Safety https://assistca.dla.mil/online/doc_analysis/doc_info_general.cfm?ident_number=36027 https://iase.disa.mil/stigs/Pages/index.aspx https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodd/814001_2015_dodd.pdf https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodd/814001_2015_dodd.pdf https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/850001_2014.pdf https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/851001p.pdf?ver=2019-02-26-101520-300 https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/851001p.pdf?ver=2019-02-26-101520-300 https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/855101p.pdf https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodm/857001m.pdf https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/858201p.pdf?ver=2019-01-24-105920-297 https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodi/858201p.pdf?ver=2019-01-24-105920-297 https://assistca.dla.mil/online/doc_analysis/doc_info_general.cfm?ident_number=36027

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DOD 5220.22M National Industrial Security Program Operating Manual (NISPOM)

Department of Defense Directive (DODD) 8100.2 Use of Commercial Wireless Devices, Services, and Technologies in the Department of Defense (DOD) Global Information Grid (GIG) MIL-C-83286 Polyurethane Paint

MIL-P-514 Plates, Identification, Instrumentation, and Marking

DOD-P-15328 Pretreatment Primer

MIL-PRF-61002 Identification Marking of U.S. Military Property

MIL-STD-248 Welding and Brazing Procedures and Performance

MIL-STD-1474 Noise Limits for Army Material

MIL-STD-1472 Design Criteria Human Engineering

MIL-STD-130 Identification Marking of U.S. Military Property

2.2 FEDERAL CODE / STANDARDS

United States Code (U.S.C.) Title 44, Chapter 35, Subchapter III – Federal Information Security Management Act of 2002

Federal Information Processing Standard (FIPS) Publication 140-2 – Security Requirements for Cryptographic Modules https://csrc.nist.gov/publications/detail/fips/140/2/final

Presidential Policy Directive – Critical Infrastructure Security and Resilience:

https://obamawhitehouse.archives.gov/the-press-office/2013/02/12/presidential-policy-directive-critical-infrastructure-security-and-resil

Presidential Executive Order on Strengthening the Cybersecurity of Federal Networks and Critical Infrastructure: https://www.whitehouse.gov/presidential-actions/presidential-executive-order-strengthening-cybersecurity-federal-networks-critical-infrastructure/8

FED-STD-595 Federal Standard 595, A (9), Colors

29 CFR 1910 Occupational Safety and Health Standards https://csrc.nist.gov/publications/detail/fips/140/2/final https://obamawhitehouse.archives.gov/the-press-office/2013/02/12/presidential-policy-directive-critical-infrastructure-security-and-resil https://obamawhitehouse.archives.gov/the-press-office/2013/02/12/presidential-policy-directive-critical-infrastructure-security-and-resil https://www.whitehouse.gov/presidential-actions/presidential-executive-order-strengthening-cybersecurity-federal-networks-critical-infrastructure/8 https://www.whitehouse.gov/presidential-actions/presidential-executive-order-strengthening-cybersecurity-federal-networks-critical-infrastructure/8

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2.3 OTHER STANDARDS AND CODES

National Defense Industrial Association (NDIA) - Engineering for System Assurance:

https://www.acq.osd.mil/se/docs/SA-Guidebook-v1-Oct2008.pdf

National Institute of Standards and Technology (NIST) Special Publication (SP) 800-37 – Guide for Applying the Risk Management Framework to Federal Information Systems:

https://csrc.nist.gov/publications/detail/sp/800-37/rev-2/final NIST SP 800-53 – Security and Privacy Controls for Federal Information Systems and Organizations: https://nvlpubs.nist.gov/nistpubs/SpecialPublications/NIST.SP.800- 53r4.pdf

NIST SP 800-82 – Guide to Industrial Control Systems (ICS) Security:

https://nvd.nist.gov/800-53/Rev4/control/CA-2

NIST SP 800-160 – Systems Security Engineering (SSE):

https://csrc.nist.gov/publications/detail/sp/800-160/vol-1/final

NIST SP 800-17 – Protecting Controlled Unclassified Information in Nonfederal Systems and Organizations: https://nvlpubs.nist.gov/nistpubs/SpecialPublications/NIST.SP.800- 171r1.pdf

NIST Advanced Manufacturing Series 300-4 - Guide to Industrial Wireless Systems Deployments: https://www.nist.gov/publications/guide-industrial-wireless-systems-deployments

NIST Interagency Report 7622, Notional Supply Chain Risk Management for Federal Information Systems: https://nvlpubs.nist.gov/nistpubs/ir/2012/NIST.IR.7622.pdf

United Facilities Criteria (UFC) 4-010-06, Cybersecurity of Facilities-Related Control Systems: https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-4-010-06

American National Standards Institute (ANSI) / TIA-606-B Administrative Standard for the Telecommunications Infrastructure of Commercial Buildings

ANSI/TIA-607-B Commercial Building Grounding and Bonding Requirements for Telecommunications

ANSI/TIA-758-B Customer-Owned Outside Plant Telecommunications Cabling Standard

ANSI/TIA/EIA-942 Data Centers

ANSI/TIA/EIA-526-7 SM Fiber Testing

ANSI/TIA/EIA-526-14-A MM Fiber Testing https://www.acq.osd.mil/se/docs/SA-Guidebook-v1-Oct2008.pdf https://csrc.nist.gov/publications/detail/sp/800-37/rev-2/final https://nvlpubs.nist.gov/nistpubs/SpecialPublications/NIST.SP.800-53r4.pdf https://nvlpubs.nist.gov/nistpubs/SpecialPublications/NIST.SP.800-53r4.pdf https://nvd.nist.gov/800-53/Rev4/control/CA-2 https://csrc.nist.gov/publications/detail/sp/800-160/vol-1/final https://nvlpubs.nist.gov/nistpubs/SpecialPublications/NIST.SP.800-171r1.pdf https://nvlpubs.nist.gov/nistpubs/SpecialPublications/NIST.SP.800-171r1.pdf https://www.nist.gov/publications/guide-industrial-wireless-systems-deployments https://www.nist.gov/publications/guide-industrial-wireless-systems-deployments https://nvlpubs.nist.gov/nistpubs/ir/2012/NIST.IR.7622.pdf https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-4-010-06

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ANSI Z49.1 Safety in Welding, Cutting, and Allied Processes

Upgrade Information Infrastructure Architecture (I3A) Guide

UFC-3-580-01 Telecommunications Building Cabling Systems Planning and Design

UFC-3-580-10N Design: Navy and Marine Corp Intranet (NMCI) Standard Construction Practices UFGS 16710 Building Telecommunications Cabling System

UFGS 16402 Interior Distribution System - Electrical Systems Supporting Structure

UFGS 16720N Administrative Telephone Equipment, Inside Plant OPNAVINST 5100.23 Navy Occupational Safety and Health (NAVOSH) Program Manual

UFGS 16711 Telecommunications Outside Plant (OSP)

NN-P-71 Pallets, Material Handling, Wood Stringer Construction, 2 way and 4 way (partial)

TT-P-645B Primer, Paint, Zinc Chromate, Alkyd Type

TT-E-489H Enamel, Alkyd, Gloss, Low Voc Content Aluminum

W-F-408 Fittings for Conduit, Metal, Rigid (thick wall and thin wall (EMT) type

EM-385-1-1 General Safety Requirements

Standards of the National Electrical Manufacturer’s Association (NEMA)

American Welding Society Standards

Code of the American Society of Mechanical Engineers

Standards of the American Institute of Electrical Engineers

American Society for Testing Materials (ASTM) Standard 53 & 120

ANSI/ American Society of Mechanical Engineers (AMSE) B20.1 Safety Standards for Conveyors and Related Equipment

ANSI / AMSE B31.8 Gas Transmission and Distribution Piping Systems

National Fire Protection Association (NFPA) Publications

National Electrical Code (NEC)

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Underwriters’ Laboratories, Inc. (UL), Publication Standard 558 - Standards for Safety for Internal Combustion Engine

UL-583 - Standards for Safety Power Operated Industrial Trucks

American Iron and Steel Industrial Standards (AISI)

Factory Mutual System (FM) Publications

ANSI MH 10.8M Materials Handling Unit Loads and Transport Packages – Bar Code Symbols

National Electrical Manufacturers Association (NEMA) Industrial Control Systems (ICS) 6: Enclosures Standard

ANSI / American Institute of Steel Construction (AISC) 360-16 Specification for Structural Steel Buildings

American National Standard Steel Joist Institute (SJI) 100-2015 Standard Specification for K-Series, LH-Series, and DLH-Series Open Web Steel Joists and for Joist Girders

ASTM Spec. A36 Standard Specification for Structural Steel

ASTM Spec. A500B Cold Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

2.4 GOVERNMENT DRAWINGS

DF-FDI 19-1-1

DF-FDI 19-1-2

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SECTION 3

REQUIREMENTS

3.1 GENERAL REQUIREMENTS

The general requirements cited herein applies to any system or equipment proposed by the Contractor. The final design of the system and the capability of the designed system to meet the firm performance requirements of this contract are the responsibility of the Contractor. Alternate equipment and system architecture may be proposed by the Contractor provided all firm performance requirements specified within this SOW are satisfied by the proposed design. The Contractor must provide all equipment, material, control components, engineering and labor necessary to provide completely installed systems ready for operation.

The system will be tested by the Contractor prior to performance testing by the Government. All equipment (each whole product with its integral software) will be the manufacturer’s current, commercially designed and available or a commercial product to fit the proposed system. The commercial product must have proven, successful field application for at least two years immediately preceding the issue date of this solicitation. The field experience of each specific equipment product will have been gained by an identical or previous model to the one being offered. The design of the specific equipment product offered must be fully defined. Also, any design changes during the two year period of field experience must be identified by the Contractor. These design changes must be minor and insignificant or be demonstrated reliable through commercial application. Plastic piping for compressed air is prohibited except as a final carrier from solenoid to actuator. Pneumatic controls are not permitted.

3.1.1 WORKING HOURS

Normal working hours are 06:30 AM through 04:30 PM EST at the place of performance, Monday through Friday excluding Federal Holidays. The Contractor may be allowed, under specific circumstances, to perform work outside of regular hours. Where work is desired to be performed other than during regular hours, the Contractor must request permission from the Government at least 24 business hours in advance to allow for the necessary arrangements to be made.

Federal Holidays (5 U.S.C. 6103) New Year’s Day, January 1.

Birthday of Martin Luther King, Jr., the third Monday in January.

Washington’s Birthday, the third Monday in February.

Memorial Day, the last Monday in May.

Independence Day, July 4.

Labor Day, the first Monday in September.

Columbus Day, the second Monday in October.

Veterans Day, November 11.

Thanksgiving Day, the fourth Thursday in November.

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Christmas Day, December 25.

3.1.2 MATERIALS AND OPERATING CONDITIONS

Unless otherwise specifically stated, all material provided by the Contractor must be new and of the most suitable grade for the intended purpose. All parts will be manufactured to such standards which will permit replacement or adjustment without modification to system components. All system equipment must be capable of operating in an industrial environment with temperatures from 50 to 100 degrees Fahrenheit and from 5% to 95% relative humidity (non-condensing).

Dust and other airborne particles must be filtered by a replaceable air filter.

Electronic components will be equipped with cooling fan to protect the systems from heat damage.

3.1.3 TREATMENT AND PAINTING

All surfaces not yet painted but suitable for painting, with the exception of plated surfaces, will be thoroughly cleaned to provide a clean, dry surface, free of all mill scale, oil grease, dirt, rust or other inhibiting material, and must be thoroughly coated with paint conforming to Federal Specification TT-E-489H, consisting of one coat of base primer conforming to Federal Specification TT-P-645B and one coat of enamel applied in accordance with standard commercial practices to assure complete coverage and durability of finish. An alternative painting process which will also be acceptable is an on-line metal cleaning process, then a blown dry or baked dry preparation prior to painting.

The dry metal material is painted using an electrostatic spray paint process. The pre-wash cleaning process deposits an iron phosphate coating which is then covered with an alkyd baking enamel. The finish coat, when dry, must be a smooth, even surface, free of runs, sags, drips or other defects. Color of the finish coat will be the manufacturer’s standard commercial color.

3.1.4 STATE-OF-THE-ART COMPONENTS

The systems supplied by the Contractor will embody features that represent the current commercially available state-of-the-art products. Such features as plug-in electrical or electronic modules, solid state circuitry, trouble detection lights, and electronic diagnostic systems must be utilized when practical to do so.

3.1.5 MATERIAL TO BE HANDLED

Material to be handled consists of non-uniform packages of mixed stock, jiffy bags and standard 40”x48” pallets conforming to Federal Specification No. NN- P-71. Cartons will range in size from 6” long by 6” wide x 9” high to 30” long by 24” wide by 24” high and vary in weight from 5 lbs. to 50 lbs. A 2” overhang is permitted on all sides of a pallet making the maximum possible pallet dimensions 44” length by 52” wide. Pallet loads will range from 24” to 54” high. Pallet weights will range from 50 lbs. to 2,500 lbs. Material on pallets may be stretch wrapped. 463L Pallet dimensions 88” x 108” with heights up to 96” and weights up to 10,000 lbs.

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3.1.6 LUBRICATION AND ADJUSTMENT

All equipment will be greased, oiled or lubricated and properly adjusted by the Contractor when installing equipment to insure satisfactory operation. Automatic lifetime lubrication will be utilized wherever possible.

3.1.7 DIMENSIONS

The contractor will be responsible for all dimensions required to design and install the equipment for use in the Governments facilities.

3.1.8 NOISE LEVELS

No single item of equipment will produce an operating noise level in excess of 70 decibels within 4’ of the equipment and no combination of operating elements of equipment will exceed an 8 hour time weighted average sound level of 84 decibels measured on the A scale, when measured in accordance with 29 CFR 1910 (OSHA Safety and Health Standards) Section 1910.95 (“Occupational Noise Exposure”). Noise levels must also be in compliance with MIL-STD-1472.

3.1.9 ELECTRICAL POWER SOURCE

The Government will supply 480 volt, 3 phase, 60 Hz. electrical power. Unless otherwise specifically stated, primary electrical power source at the Government furnished main disconnects will be 480 volt, 3 phase, 60 Hz. All conduit, wire, electrical power distribution equipment, including transformers, and other electrical hardware, and labor necessary to provide power to the Contractor installed equipment will be Contractor furnished and installed in accordance with the National Electrical Code (NEC), National Fire Protection Association (NFPA), and other applicable state and local codes. All wiring runs must be enclosed in heavy walled rigid conduit or thin-wall electrical Metallic Tubing (EMT) with threaded fittings. Conduit runs must not obstruct personnel, vehicle, or other material flow patterns. All electrical work must be in accordance with the NEC.

3.1.10 SWITCHES AND CONTROLS

All start buttons, switches, selection buttons, and other control devices will be marked with a permanent identifying label. All wires used in control circuits must be identified at each junction or end with a wire number, which corresponds to the number used in the Contractor’s electrical control drawings specified in CDRL A002 of this document. Wiring terminal strips must be used to the maximum extent practicable.

3.1.11 STANDARDIZATION OF COMPONENTS

Corresponding units and replaceable assemblies, subassemblies and parts in this specification must be physically and functionally interchangeable as complete items without modification thereof or of other articles with which items are used.

Where dimensions, ratings and characteristics are not specified herein, the manufacturer’s published design limits will be used to determine compliance with the foregoing.

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3.1.12 FASTENERS

Unless otherwise specified, all threaded fasteners, washers and cotter pins required to fabricate the components of the system (except those designed to be in contact with oil in reservoirs) must be plated to resist corrosion. All fasteners for similar applications will be identical. If torch cutting or welding is required, permits must be obtained by the Contractor compliant to this SOW.

3.1.13 METAL FABRICATIONS

Metals used in the fabrication of components must provide original quality surface finish and be free from kinks and hard bends. Metals having corroded or pitted surfaces are not acceptable. Metal straightening or forming must be done by methods that will not cause weakening or injury to the material. Burrs and sharp edges in holes and on sheets, plates and members must be removed sufficiently to assure correct fits and to prevent loosening of fasteners and damage to components. Flame cutting with a tip suitable for the thickness of metal may be employed instead of shearing or sawing. Splatter and slag must be removed and exposed cuts ground smooth. Heated metals must be allowed to cool slowly, except in the performance of designed heat treatment and overheating must be avoided in accordance with the recommendations of the metal manufacturer. All bends of a major character and all modular assembly fabrication will be made with controlled means to ensure uniformity of size and shape.

3.1.13.1 WELDS

Welded joints must be sound, thoroughly fused to the base metal, smooth, free from cracks, pits, holes, fissures, under cuts, rough projecting edges and sized to provide strength necessary to suit the intended purpose. All welds must be smooth, continuous, with complete heat penetration and must transmit stress without permanent deformation or failure when the equipment supplied is subjected to normal service and the testing described within this SOW. The Contractor’s welders, welding operators, and welding procedures must be qualified to meet the requirements of MIL-STD-248, the American Welding Society (AWS) Standards or American Society of Mechanical Engineers

(ASME).

3.1.13.2 BOLTED AND RIVETED CONNECTIONS

Holes in the sizes recommended in standard practice will be accurately punched, drilled or formed, and have burrs removed. Bolts, studs, and cap screws will be provided with washers or lock washers. Self-locking nuts are acceptable in lieu of standard nuts and lock washers. All fasteners will be correctly tightened and have full engagement. Rivet heads must be full, neatly made, concentric with rivet holes, and in full contact with the surface of the member. Excessive upsetting of rivets to fill holes is not acceptable.

3.1.13.3 CASTINGS AND FORGINGS

Castings and forgings will be of the best quality normally used in commercial practice and not produce any deleterious effects for the intended purpose.

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3.1.13.4 MACHINE WORK

All parts must be manufactured to gage through the use of correct jigs, fixtures, tape controlled machines or combination thereof.

3.1.14 FLOOR MOUNTING OF EQUIPMENT

All equipment must be floor supported (except non-load bearing system components such as conduit or as otherwise specified) and be securely bolted to the concrete floor in accordance with Table 1.

Type Schedule Number of Bolts Required Diameter Length

IT hardware, tables, electrical equipment, and other components requiring light

Not less than one per support leg

5/16” 2”

Conveyors 30” or less from the floor to the top of the conveying surface

Not less than one per support leg

3/8” 3-1/2”

Conveyors greater than 30” from the floor the top of the conveying surface (ceiling hung)

Not less than one per support leg

½” 3-1/2”

Table 1

3.1.15 IDENTIFICATION MARKING

All equipment and major components must have identification plates permanently attached. The information contained on the plates must contain identification data compliant with MIL-STD-130 including (but not limited to) contract number, manufacturer, serial number, model number, and date of manufacture.

3.1.15.1 CONTROL IDENTIFICATION

Major items of electrical equipment and major components must be permanently marked with an identification nameplate to identify the equipment by type or function and specific unit number as shown on the drawings and as required by NEC. All start buttons, selection buttons, switches, and control devices must each be marked with a permanent identification label. Hand lettering or marking is not acceptable.

3.1.16 SPECIAL PROVISIONS

3.1.16.1 INTERRUPTION OF WAREHOUSE OPERATIONS

Not used.

3.1.16.2 INSTALLATION SEQUENCE

Installation of the conveyor systems must be in the following order.

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1. 463-L ALOC PALLET RECEIVING SYSTEM CLIN 0001

2. PACKAGE DESCRAMBLER CONVEYOR SYSTEM CLIN 0002

3. STOWS CONVEYOR SYSTEM CLIN 0003

4. ISSUES CONVEYOR SYSTEM CLIN 0004

5. VERTICAL LIFTS AND PALLET CONVEYOR CLIN 0005

6. DUAL TRAY EXTERNAL BAY VERTICAL LIFT MODULES CLIN 0006

7. 2 YEAR MAINTETANCE AND SUSTAINMENT CLIN 0007

3.1.16.3 REMOVAL OF WASTE AND DEBRIS

All on-site waste and debris, crating/packing materials, and scrap generated in performing this contract will be removed and disposed of on-site in Government supplied containers at a location to be determined. The Contractor must comply with FAR Clause 52-236-7 “Permits and Responsibilities”. The Contractor will maintain the work site and premises in a clean and neat condition throughout the performance of the contract.

3.1.16.4 PENETRATION OF FIREWALLS

Firewalls may be penetrated for installation of electrical and communications cables and air lines pending inspection and approval by the Camp Carroll Base Fire Department. Cables must be enclosed in rigid conduit completely through the wall. The opening around the conduit/pipe must be sealed with builder’s mortar and finished to original appearance.

3.1.16.5 WALL/FLOOR OPENINGS

All necessary wall or floor openings will be provided by the Government. The Government will provide and install fire protection for all temporary or permanent openings made in the firewalls or floors of the warehouses. All fire protection equipment planned for or used will be installed in accordance with NFPA codes.

3.1.17 SAFETY REQUIREMENTS

3.1.17.1 GENERAL REQUIREMENTS

3.1.17.1.1 The safety provisions described herein are only general in nature and are not intended to be all inclusive. The Contractor must follow and will not be excused from following the safety requirements of EM 385-1-1, appropriate safety standards or other requirements established by DLA, National Electric Code, OSHA, National Fire Code or other established safety requirements.

3.1.17.1.2 It is the responsibility of the Contractor to be aware of the safety requirements for personnel, equipment, buildings and materials. All protective coverings, shields, protective barriers, barricades, warning signs, etc., will be furnished and installed in accordance with ANSI and OSHA Standards by the Contractor where a hazard or potential hazard exists. The Contractor will coordinate with the Government for concurrence and approval at least 24 hours prior to the planned installation of protective barriers and barricades. The

3-18 removal of barricades and barriers will be accomplished in a prompt manner by the Contractor at the completion of the work in the area.

3.1.17.1.3 All protective equipment must be approved by the safety and health manager or their designated authority. The Contractor must notify the Government and get approval to use the types of protective equipment before commencing work.

3.1.17.1.4 The Contractor must comply with all OSHA standards for the storage, handling and application of flammable paints and liquids, combustibles, and other hazardous materials. This includes the use of ventilation, personal protective equipment, respiratory protection, monitoring for air contaminants and requirements to convey to workers the hazards associated with the operation.

3.1.17.1.5 The Contractor will submit current Safety Data Sheets (SDS) for all materials to be used on the project. This includes new materials selected and substitute materials.

3.1.17.1.6 The equipment and the controls, including any modifications and installation of same, must conform to the requirements of ANSI / ASME B20.1, Safety Standards for Conveyors and Related Equipment.

3.1.17.1.7 No torch cutting or welding work of any description will be permitted within the installation boundaries until the site of the proposed work has been inspected by the base fire department, and a permit has been issued. Burn Permits must be obtained, as required, by Contractor personnel. The base fire department must be notified by the Contractor and he shall identify the location and type of work to be done to the local fire department authority.

3.1.17.1.8 All edges must be beveled, ground smooth, or otherwise shaped to preclude sharp edges. Protruding parts will be designed to eliminate any hazards that could cause personal injury and will be installed only after approval by the Government. The equipment and the controls, including any modifications and installation of same, must conform to the requirements of ANSI / ASME B20.1, Safety Standards for Conveyors and Related Equipment.

3.1.17.2 MISHAP REPORTING

A copy of the report on each job connected injury, property damage, or motor vehicle mishap will be submitted to the Government via the facilities engineer and the safety and health office. This report may be made on either a Contractor’s report form, a DLA Form 1591, mishap report, or SY 91a (motor vehicle). The estimated absence in days, if any, by employee due to injury and/or cost of property or vehicle damages must be included.

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3.1.17.3 INSTALLATION SAFETY PRACTICES

3.1.17.3.1 Personal protective equipment such as hard hats, safety glasses, safety shoes, etc., must be worn in all areas and on all jobs as required by the safety and health office. All hard hat areas will be indicated by Contractor furnished signs. Government designated safety and health office personnel may inspect the Contractor’s work site at any time for compliance to safety practices.

3.1.17.3.2 All Contractor material must be stored in a neat and stable manner so as to preclude leaning or falling stacks. Housekeeping will be maintained at a high level at all times. Scrap material, such as empty cartons, wood crates, etc., will be removed by the Contractor by the end of each work day.

3.1.17.3.3 Smoking is prohibited except in designated areas.

3.1.17.3.4 Gasoline operated equipment used in the building will be kept to a minimum to preclude the build-up of carbon monoxide and other hazardous fumes. For welding, electric motor driven arc welders are preferred. If gasoline or diesel engine welders are used, the welder will be kept outside the building with welding cables run inside, or the engine exhaust will be ducted to outside the building subject to the safety and health manager’s approval.

3.1.17.3.5 Only a one (1) day supply of flammable, combustible, corrosive and other hazardous materials is to be kept at the job site. All other stock of hazardous materials will be stored in accordance with applicable OSHA Standards at a location remote from the job site and approved by the Government.

3.1.17.3.6 Safety markings will be in accordance with 29 CFR 1910 Sections 144 and 145. Location of safety equipment will be designated by alternating green and white stripes on the floor.

3.1.17.4 FIRE PREVENTION

The use of all fire hydrants will be controlled by the Government fire department.

No unauthorized use of fire hydrants will be permitted. A minimum of 15’ clearance is required around all fire hydrants at all times. Fire aisles, building entrances, and building exits will be kept clear of obstructions at all times. A 24” clearance will be maintained at firewalls at all times.

3.1.17.5 FLAME CUTTING AND WELDING PROCESSES

3.1.17.5.1 Welding, cutting or use of flame devices require prior approval of the Government via the designated Fire Chief and must be performed in accordance with ANSI Z49.1. A welding screen must be used whenever welding is being done. The Contractor will have a Fire Watcher on duty at such times and as required by the Army Base Fire Chief when welding, cutting or using open

3-20 flame devices. The Contractor’s Fire Watcher must be a qualified fire fighter with not less than three years consecutive experience.

3.1.17.5.2 “Hot tapping” or other cutting or welding on a flammable gas or liquid transmission or distribution utility pipeline will be performed by a qualified crew. Work on a gas pipeline must comply with ANSI / ASME B31.8 Gas Transmission and Distribution Piping Systems.

3.1.17.5.3 At no time will Contractor use or block installed fire equipment, valve houses, or post indicator valve unless authorized by the Government fire department.

3.1.18 CONTRACT DATA REQUIREMENTS LIST (CDRL)

The Contractor must furnish contract data as required in DD Form 1423, Contract Data Requirements List, included with this specification. Contract data, outlined in Table 2, will be prepared in accordance with the requirements outlined within SOW or Data Item Descriptions (DIDs) attached thereto, and submitted in the quantities and at the times specified for approval.

Sequence Title DID ID. Number

A001 Project Schedule DI-S-SAT1

A002 Drawings, Engineering, & Associated List DI-E-SAT2

A003 Drawings, Engineering, & Associated List DI-E-SAT2

A004 Commercial Manual – Operating Manual DI-E-SAT1

A005 Commercial Manual DI-E-SAT1

A006 Contractor’ Technical Representative List DI-E-SAT11

A007 Training Material and Schedules DI-P-SAT

A008 Power Requirements DI-P-SAT-1

A009 Design Data Calculations DI-E-2440A

A010 Certificate of Compliance DI-E-SAT14

A011 Testing and Verification Plan DI-DLAMGMT-00003

A012 Hardware Inventory DI-DLAMGMT-00001

A013 Software, Firmware, and Coding Inventory DI-DLAMGMT-00002

A014 Software and Firmware Access Controls, User Roles, and Data Types DI-DLAMGMT-00004

A015 DoD Architecture Framework Documentation DI-DLAMGMT-00005

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Sequence Title DID ID. Number

A016 Network Infrastructure and Communication Protocols, Ports, and Services

DI-DLAMGMT-00006

A017 Physical and Cybersecurity Features of…