Amendment 0002 Attachment 1 - SOW rev 30 Mar 21.pdf

SP3300-21-Q-0042

AMENDMENT 0002 ATTACHMENT 1 – SOW

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Statement of Work For

Rod, Bar and Pipe Storage System Bldg. 109

DLA Distribution Jacksonville, FL

Apr 30, 2014

25 Feb 21 Revised: 30 Mar 21

Prepared By:

DLA Installation Management DM-FDI; Building 430

Mifflin Avenue New Cumberland, PA 17070-5000

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TABLE OF CONTENTS

1.0 SCOPE -------------------------------------------------------------------------------- 3

1.1 SITE ----------------------------------------------------------------------------------- 3

1.2 SYSTEM LAYOUT AND FUNCTION (NEW SYSTEM) ------------------- 4

1.3 REQUIRED SYSTEM THROUGHPUT ----------------------------------------- 4

1.4 CONTRACT LINE ITEMS -------------------------------------------------------- 4

2.0 APPICABLE SPECIFICATIONS, STANDARDS AND CODES ----------- 6

2.1 GOVERNMENT DOCUMENTS -------------------------------------------------- 6

2.2 STANDARDS AND CODES ------------------------------------------------------ 7

3.0 REQUIREMENTS ------------------------------------------------------------------- 8

3.1 GENERAL REQUIREMENTS ---------------------------------------------------- 8

3.2 EQUIPMENT SPECIFICATIONS ------------------------------------------------ 16

3.3 TRAINING ---------------------------------------------------------------------------- 22

4.0 QUALITY ----------------------------------------------------------------------------- 25

4.1 LAYOUT ------------------------------------------------------------------------------ 25

4.2 SYSTEM MAINTENANCE ------------------------------------------------------- 25

4.3 SYSTEM CHECKOUT ------------------------------------------------------------ 26

4.4 INSPECTION AND TEST --------------------------------------------------------- 26

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SECTION 1

SCOPE

This specification covers the necessary services, labor, material, equipment and control components required to supply two rod, tube and pipe storage systems and an overhead bridge crane (here to after called system) for storage of heavy rod, bar and pipe storage in Bldg. 109 at DLA Distribution Jacksonville, FL. located at Jacksonville Naval Air Station. Offeror is responsible for including all material, tools and labor expenses related to destination transportation charges, receiving, inspection, unloading, rigging, rental equipment, intra-building transport and final positioning of equipment IAW the Government’s drawing. Installation hardware including anchor bolts, shims, and grout, as required, is the offerors responsibility.

It is the offerors responsibility to inspect the installation site, including the concrete floors, to ensure all materials needed for installation, grooming and testing are provided in their proposal. The Government will not provide machinery or personnel for unloading, inspection or intra-building transport. The offeror must include all expenses related to field wiring from the Government electrical panel power source located in Building 109 including all conduit and final electrical connections. AutoCAD drawings of the proposed electrical field wiring, including proposed conduit runs, must be provided to DLA/COR for approval by NAVFAC and USACOE prior to any work beginning. All field wiring must be performed by a licensed electrician IAW National Electric Code (NEC). Offeror must include trash removal services from the NAS JAX jobsite of all packing materials, pallets, crates and related dunnage. The Government will not provide dumpsters or other trash receptacles for project related debris.

1.1 SITE

The systems shall be installed in Building 109 located at DLA Distribution Jacksonville, FL (DDJF) in accordance with this Statement of Work and drawings. The address is:

DLA Distribution Jacksonville, FL Building 109 Yorktown Avenue, NASJAX Jacksonville, FL 32212

1.1.1 SITE DESCRIPTION

Building 109 is a DLA storage facility. The building is steel structure that is 525 ft. L x 125 ft. W. There is box shop in the building is 105 ft. L x 125 ft. W and the storage area that is 320 ft. L x 125 ft. W. The nominal stack height on all floors is 50 feet.

1.2 SYSTEM LAYOUT AND FUNCTION

System is designed to provide random access automated tray storage for steel pipes, square tube, angle and other remnant steel items. The steel trays are nominally 21 feet

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(6,400mm) long x 3’ 3” (1,000mm) wide x 9.8” (250mm) deep. Each tray has a capacity of 6,600lbs. (3,000kg). All trays are subdivided into four (4) individual compartments that are 21’0”L x 9”W x 9H”. Each compartment is separated by vertical steel rods or pins to prevent loose stock from mixing with other loose stock items in the tray. The vertical rods/pins are spaced across the 21’0” long tray on approximately 1,000mm centers left-to-right. This creates storage slots approximately 21’ 0” x 9” x 9”. The system will consist of 31 trays – one (1) tower of 31 trays. Each tray will house four (4) different item numbers. The system will house 124 individual locations for different SKUs.

The system overall height is 23’ 10” The system overall width is not to exceed 45’ 0” and the system overall depth is 26’6”. System power required 480/3/60. A 40 amp circuit breaker is required the system.

Weighing cells will calculate the approximate weight of each tray during storage and retrieval transaction. Any weight exceeding 3,000kg will cause an overload sensor to stop all activity on that tower automatically. Machinery must be reset manually once the overload condition has been resolved. The system software weighs each time material is placed into or taken out of each tray. The tray weight is displayed on the color panel view screen. Weighing cells are mounted onto fixed support from the floor.

Overhead Bridge Crane – An overhead bridge crane will service the storage tower from the front end. The overhead crane will be floor supported and will provide magnetic, vacuum and mechanical grip devices.

1.3 EXISTING SYSTEM THROUGHPUTS

The hours of operation of the system will be M-F 0700-1530. The average daily workload is as follows:

RECEIPTS:

Average hourly throughput: 20 line items Maximum hourly throughput: 25 line items

ISSUES:

Average hourly throughput: 20 line items

Maximum hourly throughput: 25 line items

1.4 CONTRACT LINE ITEMS

The offeror shall bid the system with separate prices for each contract line item.

Quantities specified are only estimates and shall be designed and verified by the contractor. The Government shall reserve the right to award each contract line item together or separately in order to match budget allocations with the maximum system capability. If the Government does not award all the contract line items during the initial award, the Government reserves the right to award each remaining CLIN up to 180 days from the initial contract award. CLIN numbers 0001 and 0002 are the base bid. CLIN 0003 is the optional CLIN. The performance period for CLINs 0001 and 0002 is 365

1-5 days. The performance period for CLIN 0003 will be for one year after acceptance of the entire new system.

1.4.1 CLIN NO. 0001 BAR AND PIPE STOCK STORAGE SYSTEM

QTY DESCRIPTION

1 ea. Bar and pipe stock shuttle with one storage tower with 31 tray storage capacity 1 ea. Ergonomic workstations 1 ea. 20 amp 120 volt, single phase electrical receptacles 1 ea. Complete electrical installation run from building distribution panel for Storage Unit

1.4.2 CLIN No 0002 OVERHEAD BRIDGE CRANE

1 ea. Overhead Bridge Crane (1 Ton Capacity)

1.4.4 CLIN No 0003 1 Year Maintenance Contract

1 Yr Preventive and Corrective Maintenance Contract for the Entire

System

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SECTION 2

APPLICABLE SPECIFICATIONS, STANDARDS AND CODES

The following list of specifications, standards and codes shall apply to the work covered within this document. The offeror shall be responsible to ensure that all such applicable regulations are satisfied. Special attention shall 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:

2.1 GOVERNMENT DOCUMENTS

2.1.1 FEDERAL SPECIFICATIONS

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

TT-P-645 Primer, Paint, Zinc Chromate, Alkyd Type TT-E-489 Enamel, Alkyd, Gloss, Low Voc Content Aluminum W-F-408 Fittings for Conduit, Metal, Rigid (thick wall and thin wall (EMT) type

2.1.2 MILITARY SPECIFICATIONS

MIL-C-83286 Polyurethane Paint MIL-P-514 Plates, Identification, Instrumentation, and Marking DOD-P-15328 Pretreatment Primer

2.1.3 FEDERAL STANDARDS

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

2.1.4 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

STANDARDS

29 CFR 1910 Occupational Safety and Health Standards

2.1.5 U. S. ARMY CORPS OF ENGINEERS MANUAL

EM-385-1-1 General Safety Requirements

2.1.6 MILITARY STANDARDS

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

2.1.7 DRAWINGS

DM-FDI Drawing No. 21-3-3 Rod, Bar and Pipe Storage Systems, DLA Distribution Jacksonville, FL, Bldg. 109

DM-FDI Drawing No. 21-3-4 Rack Demo Plan

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2.2 STANDARDS AND CODES

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) Standards

ASTM 53

ASTM 120

American National Standards Institute (ANSI) B20.1 Safety Standards for Conveyors and Related Equipment B31.8 Gas Transmission and Distribution Piping Systems

National Fire Protection Association (NFPA) Publications National Electrical Code (NEC) Underwriters’ Laboratories, Inc., Publication Standards

ANSI/UL-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

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SECTION 3

REQUIREMENTS

3.1 GENERAL REQUIREMENTS

The general requirements cited herein shall apply 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 in Sections 1.3 through 1.4 and 3.1 through 3.5 are satisfied by the proposed design. The contractor shall provide all equipment, material, control components, engineering and labor necessary to provide completely installed systems ready for operation. The system shall be tested by the contractor prior to performance testing by the Government. All equipment (each whole product with its integral software) shall be the manufacturer’s current, commercially designed and available or a commercial product that has been slightly modified 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 shall 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 shall be identified by the offeror. 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 shall not be permitted.

3.1.1 MATERIALS AND OPERATING CONDITIONS

Unless otherwise specifically stated, all material shall be new and of the most suitable grade for the intended purpose. All parts shall be manufactured to such standards as 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 percent relative humidity (non-condensing). Dust and other airborne particle shall be filtered by a replaceable air filter. Electronic components will be equipped with cooling fan to protect the systems from heat damage.

3.1.2 TREATMENT AND PAINTING

All surfaces not yet painted but suitable for painting, with the exception of plated surfaces, shall be thoroughly cleaned to provide a clean, dry surface, free of all mill scale, oil grease, dirt, rust or other inhibiting material, and shall be painted 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

3-9 an alkyd baking enamel. The finish coat, when dry, shall be a smooth, even surface, free of runs, sags, drips or other defects. Color of the finish coat shall be the manufacturer’s standard commercial color.

3.1.3 STATE-OF-THE-ART COMPONENTS

The systems supplied by the contractor shall 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 shall be utilized when practical to do so. Automatic or lifetime lubrication shall also be utilized where applicable.

3.1.4 MATERIAL TO BE HANDLED

Material to be handled consists of non-uniform rod, tube, pipe and metal remnants. Sizes shall range ¼” diameter to 9 ins. in diameter and up to 20 ft. in length. The weigh will vary from 1 lb. to up to 1500 lbs. per item. All trays are subdivided into four (4) individual compartments that are 21’0”L x 9”W x 9H”. Each compartment is separated by vertical steel rods or pins to prevent loose stock from mixing with other loose stock items in the tray. The vertical rods/pins are spaced across the 21’0” long tray on approximately 40 ins. centers left-to-right. This creates storage slots approximately 21’ 0” x 9” x 9”. The trays shall have the capacity to hold up to 3,000 Kg.

3.1.5 LUBRICATION AND ADJUSTMENT

All equipment shall be greased, oiled or lubricated and properly adjusted by the contractor when installing equipment to insure satisfactory operation. Lifetime lubrication shall be utilized wherever possible.

3.1.6 DIMENSIONS

Dimensions required to design and install equipment for use in facilities shall not be obtained from drawings, but shall be taken from measurement of the site location.

3.1.7 NOISE LEVELS

No single item of equipment shall produce an operating noise level in excess of 70 decibels within 4 feet of the equipment and no combination of operating elements of equipment shall exceed an 8 hour time weighted average sound level of 84 decibels measured on the A scale, when measured in accordance with section 1910.95 (“Occupational Noise Exposure”) of 29 CFR 1910 (OSHA Safety and Health Standards).

Noise levels shall also be in compliance with MIL-STD-1472.

3.1.8 ELECTRICAL POWER SOURCE

All electrical equipment shall be taken from the main electrical panel shown in drawing

no. 21-3-3 which is 480 volt, 400 amp, 3 phase, 60 Hz. The length of conduit run from the distribution panel is approximately 245 ft. All conduit, wire, electrical power distribution equipment, including transformers, and other electrical hardware, and labor necessary to provide power to the contractor installed equipment shall 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

3-10 wiring runs shall be enclosed in heavy walled rigid conduit or thin-wall electrical Metallic Tubing (EMT) with threaded fittings. Conduit runs shall not obstruct personnel, vehicle, or other material flow patterns. All electrical work shall be in accordance with the NEC. The contractor shall run the power from the main distribution in Bay H-11 to a 480 volt power disconnect. The Shuttle Tower Storage System (STSS) shall then be wired to the disconnect.

3.1.9 SWITCHES AND CONTROLS

All start buttons, switches, selection buttons, and other control devices shall be marked with a permanent identifying label. All wires used in control circuits shall 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 shall be used to the maximum extent practicable.

3.1.10 STANDARDIZATION OF COMPONENTS

Corresponding units and replaceable assemblies, subassemblies and parts in this specification shall 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 shall be used to determine compliance with the foregoing.

3.1.11 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) shall be plated to resist corrosion. All fasteners for similar applications shall be identical. If torch cutting or welding is required permits must be obtained per paragraph 3.1.16.1.7.

3.1.12 METAL FABRICATIONS

Metals used in the fabrication of components shall provide original quality surface finish and shall be free from kinks and hard bends. Metals having corroded or pitted surfaces are not acceptable. Metal straightening or forming shall 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 shall 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 shall be removed and exposed cuts ground smooth. Heated metals shall be allowed to cool slowly, except in the performance of designed heat treatment and overheating shall be avoided in accordance with the recommendations of the metal manufacturer. All bends of a major character and all modular assembly fabrication shall be made with controlled means to ensure uniformity of size and shape.

3.1.12.1 WELDS

Welded joints shall 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 shall be smooth, continuous, 3-11 with complete heat penetration and shall transmit stress without permanent deformation or failure when the equipment supplied is subjected to normal service and the testing in Section 4 of this statement of work. The contractor’s welders, welding operators and welding procedures shall be qualified to meet the requirements of MIL-STD-248, the American Welding Society (AWS) Standards or American Society of Mechanical Engineers (ASME).

3.1.12.2 BOLTED AND RIVETED CONNECTIONS

Holes in the sizes recommended in standard practice shall be accurately punched, drilled or formed and shall have burrs removed. Bolts, studs and cap screws shall be provided with washers or lock washers. Self-locking nuts are acceptable in lieu of standard nuts and lock washers. All fasteners shall be correctly tightened and shall have full engagement. Rivet heads shall 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.

3.1.12.3 CASTINGS AND FORGINGS

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

3.1.12.4 MACHINE WORK

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

3.1.13 FLOOR MOUNTING OF EQUIPMENT

All equipment shall be floor supported, except non-load bearing system components such as conduit, and shall 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”

Table 1

3.1.14 IDENTIFICATION MARKING

All equipment and major components shall have identification plates permanently attached. The information contained on the plates shall be as indicated herein and as specified in MIL-STD-130. Identification data shall include, as a minimum, contract number, manufacturer, serial number, model number and date of manufacture.

3.1.14.1 CONTROL IDENTIFICATION

Major items of electrical equipment and major components shall 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

3-12 buttons, selection buttons, switches and control devices shall each be marked with a permanent identification label. Hand lettering or marking is not acceptable.

3.1.15 SPECIAL PROVISIONS

3.1.15.1 INTERRUPTION OF WAREHOUSE OPERATIONS

The installation shall be phased to minimize downtime the warehouse operations shall not be curtailed nor suspended except as absolutely essential. Any required curtailment or suspension shall be coordinated with at least 5 days notice to the Government through the Contracting Officer’s Representative. Any interruption to warehouse operations greater than 15 minutes must be performed during non-duty hours (see paragraph 3.1.15.3).

3.1.15.2 INSTALLATION SEQUENCE

Installation of the conveyor systems shall be in the following order. If a CLIN is not exercised then the contractor shall move onto the next CLIN after the previous CLIN is completed:

a. Install bar stock storage systems.

b. Install overhead bridge crane.

3.1.15.3 WORKING HOURS

Normal working hours are 0700 through 1530 Monday through Friday excluding federal holidays. The contractor may be allowed, under extenuating circumstances, to perform work outside of regular hours. Where work is desired to be performed other than during regular hours, the contractor shall request permission from the Contracting Officer’s Representative (COR) at least 24 hours in advance to allow for the necessary arrangements to be made.

3.1.15.4 REMOVAL OF WASTE AND DEBRIS

All on-site waste and debris, old conveyor, and conduit generated in performing this contract shall be disposed of off-site at contractor arrangement and expense. The contractor shall comply with FAR 52-236-7. The contractor shall maintain the work site and premises in a clean and neat condition during the installation.

3.1.15.5 PENETRATION OF FIREWALLS

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

3.1.15.6 WALL OPENINGS

The walls will be carefully cut to prevent undue damage. All permanent new openings shall be protected with masonry lintels and angle iron frames with steel jams. Head and sill members shall be not less than 2 inches by 2 inches by 5/16 inch angles and steel plate material shall be not less than ¼ inch in thickness. Openings shall be finished in a

3-13 neat, quality workmanship like manner and any damage resulting to the walls or floors or any part of the warehouse shall be repaired with material of a kind, texture and quality to match existing materials. The contractor is required to obtain approval from the Contracting Officer’s Representative prior to making any permanent or temporary firewall or exterior wall openings other than those identified in this specification. The contractor is required to provide and install fire protection for all temporary or permanent openings made in the firewalls of the warehouses, including removal of fire doors. All fire protection equipment planned for or used will be installed in accordance with NFPA codes. All contractor installed fire protection equipment shall be tested in accordance with the procedure found in paragraph 4.5.

3.1.16 SAFETY REQUIREMENTS

3.1.16.1 GENERAL REQUIREMENTS

These safety provisions are only general in nature and are not intended to be all inclusive. The contractor shall 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.

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. Twenty-four (24) hours prior to the planned installation of protective barriers and barricades, the contractor will coordinate with the COR for concurrence and approval. The removal of barricades and barriers will be accomplished by the contractor at the completion of the work in the area.

All protective equipment must be approved by the safety and health manager or his designated authority. The contractor shall notify the COR and get approval before commencing work.

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.

The contractor shall submit current material safety data sheets for all materials to be used on the project. This includes new materials selected and substitute materials.

The equipment and the controls, including any modifications and installation of same, shall conform to the requirements of ANSI/ASME B20.1-1984, Safety Standards for Conveyors and Related Equipment.

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No torch cutting or welding work of any description shall 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. Permits must be obtained on a daily basis by contractor personnel coordinating the request through Mr. Joe Decristofaro,

(904) 838-2340 and the Jacksonville Naval Air Station Fire Department and identifying the location and type of work to be done.

All edges shall 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 contracting officer or his designated representative. The equipment and the controls, including any modifications and installation of same, shall conform to the requirements of ANSI/ASME B20.1-1984, Safety Standards for Conveyors and Related Equipment.

MISHAP REPORTING

A copy of the report on each job connected injury, property damage, or motor vehicle mishap will be submitted to 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 shall be included.

3.1.16.2 INSTALLATION SAFETY PRACTICES

Personal protective equipment such as hard hats, safety glasses, safety shoes, etc., shall be worn in all areas and on all jobs as required by the safety and health office. All hard hat areas shall be indicated by contractor furnished signs. Safety and health office personnel may inspect the work site at any time for compliance.

All contractor material shall 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 at the end of each work day.

Smoking is prohibited except in designated areas.

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.

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 shall be

3-15 stored in accordance with applicable OSHA Standards at a location remote from the job site and approved by the Government.

Safety markings shall be in accordance with 29 CFR 1910.144 and 145. Location of safety equipment shall be designated by alternating green and white stripes on the floor.

3.1.16.3 FIRE PREVENTION

The use of all fire hydrants will be controlled by this center’s fire department. No unauthorized use of fire hydrants will be permitted. Fifteen feet 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-inch clearance will be maintained at firewalls at all times.

3.1.16.4 FLAME CUTTING AND WELDING PROCESSES

Welding, cutting or use of flame devices require prior approval of the Fire Chief and shall be performed in accordance with ANSI Z49.1 (1975). A welding screen shall be used whenever welding is being done. The contractor shall have on duty at such times and as required by the Jacksonville Naval Air Station Fire Department Fire Chief when welding, cutting or using open flame devices, a fire watcher who shall be a qualified fire fighter with not less than three years consecutive experience.

“Hot tapping” or other cutting or welding on a flammable gas or liquid transmission or distribution utility pipeline shall be performed by a crew qualified to make hot taps.

For a gas pipeline, see 841-28 in “Gas Transmission and Distribution Piping Systems,”

ANSI B31.8 (1968).

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

3.1.17 CONTRACT DATA REQUIREMENTS

The contractor shall furnish contract data as required in DD Form 1423, Contract Data Requirements List, included with this specification. Contract data, outlined in Table 2, shall be prepared in accordance with this specification or data item descriptions attached thereto, and submitted in the quantities and at the times specified for approval.

Sequence Title DID ID. Number

A001 Installation Schedule DI-S-SAT1

A002 Layout Drawings DI-E-SAT2

A003 As-Built Drawings DI-E-SAT2

A004 Operating Manual DI-E-SAT1

A005 Maintenance Manual DI-E-SAT1

A006 Contractor Technical Representative List DI-E-SAT11

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Sequence Title DID ID. Number

A007 Training Material and Schedules DI-E-SAT

A008 Power Requirements DI-P-SAT1

A009 Design Data Calculations DI-E-24040A

A010 Certificate of Compliance DI-E-SAT14

A011 Test Plan DI-T-SAT1

A012 Software Documentation Manual DI-S-SAT-2

Table 2

3.2 EQUIPMENT SPECIFICATIONS

All mechanical/electrical equipment and components shall properly be interfaced to ensure the Rod, Tube and Pipe Storage System and overhead bridge crane are capable of delivering material at the maximum rates specified in paragraph 1.3. All equipment supplied shall be designed and installed in compliance with seismic zone 2 requirements, providing a rigid/stable structure capable of handling all anticipated loads/stresses. All equipment shall be sighted along centerlines and aligned +/- ¼ inch in the horizontal/vertical planes. Contractor shall ensure equipment design does not cause/result in build up of static electricity, and install protective devices as required.

Penetrations of firewalls shall be accomplished in accordance with the requirements of paragraph 3.1.15.5 and 3.1.15.6.

3.2.1 CONTROL SYSTEMS FOR SHUTTLE TOWER STORAGE SYSTEM (STSS)

The Control System for the Rod, Tube and Pipe Storage System here to after refered to as “STSS” shall include applicable PCs, keypads, sensors, scanners and actuators required to provide the overall integrated routing/tracking trays to /from the operator workstations and the tray storage inside the STSS. Contractor shall be responsible for design and installation of the entire installation of the STSS/overhead bridge crane system. Power source is 480 volt, 3 phase, 60 Hz. All photocells shall be polarized with the exception of sick eyes. All photoeyes shall have screw off connections or plug in type for easy replacement and shall be guarded from impact by the operator. The new STSS installed by the contractor shall be completely integrated with the crane system so that all the systems work concurrently together without interruption of material flow.

3.2.1.1 CONTROL PANELS

All control panels shall be located adjacent to the applicable STSS area. Control panels shall contain all control components/devices, and related equipment necessary for operation of STSS in specified modes.

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3.2.2 SHUTTLE TOWER STORAGE SYSTEM (STSS)

One (1) Shuttle Tower Storage System shall be supplied and installed in Bldg. 109 for heavy industrial rod, bar and pipe stock currently stored in Bldg. 163 in make shift pigeon hole rack. During manual mode of operation, the employee reviews the paper pick(or stow) list and accesses the STSS operator control panel, and selects the desired tray to be retrieved. The shuttle then delivers the tray to the front of the storage tower.

The operator then picks (or stows) the desired material from (or to) the tray. The operator then uses the overhead bridge crane with a sling attached to the material to transfer material to shipping crate for transportation to the ship to be repaired or for storage or issue. Upon completing the pick (or stow), the operator selects the next tray to be retrieved from the STSS operator control panel. In response, the STSS returns the currently displayed tray to an appropriate storage location, and retrieves the next tray to the external tray delivery area.

3.2.2.1 SELF SUPPORTING STRUCTURE

The systems shall have a self-supporting structure with a load-bearing profile framework and steel modular exterior panels. The shuttle tower storage system has a weight capacity of 204,600 lbs. The system overall height is 23’ 10” The system overall width is not to exceed 45’ 0” and the system overall depth shall not exceed 26’-6”. The steel trays are nominally 21 feet long x 3’ 3” wide x 9.8” deep. Each tray has a capacity of 6,600lbs.

All trays are subdivided into four (4) individual compartments that are 21’0”L x 9”W x 9H”. Each compartment is separated by vertical steel rods or pins to prevent loose stock from mixing with other loose stock items in the tray. The vertical rods/pins are spaced across the 21’0” long tray on approximately 40 in. centers left-to-right. This creates storage slots approximately 21’ 0” x 9” x 9”. The system will consist of one tower with 31 storage trays. Each tray will house four (4) different item numbers. The system will house 124 individual locations for different SKUs.

3.2.2.2 CENTRAL ELEVATING PLATFORM

The central elevating platform is to be located between the front and rear columns of vertically stored trays. System will deliver trays to the external delivery area as requested by the operator. The extractor shall be driven by a steel belted tooth drive system with 6 points of contact (for durability and proper alignment/guidance of the extractor). The steel belted tooth drive system must meet a minimum of 10:1 safety factor. The extractor’s design shall eliminate tilting/skewing of trays during movement. The drive belt is required for noise reduction and multiple points of fully engaged contact with the drive sprockets. Chain driven is not acceptable. All vertical tray movement is to be accomplished through the use of the steel or Kevlar® reinforced toothed belt drive system and a self-braking gear motor controlled by an inverter. Vertical positioning of trays is to be controlled by a count encoder or a laser. Tray stability is maintained through the use of ten rollers on the elevator mechanism.

3.2.2.3 EXTERNAL TRAY DELIVERY SYSTEM

STSS to include automatic tray delivery that is outside the machine enclosure in a single-level tray configuration. The maximum height of stored material must be no more than 9”. The external tray delivery system must provide ergonomic and unobstructed overhead

3-18 access outside the enclosed STSS to the materials stored inside the tray. Once the user has completed the actions required in the first tray, the second tray is delivered automatically to the external access delivery point after the shuttle returns the first tray to its first available stored position. The vertical lift shall have an automatic security door with PIN code access programming to keep parts secure and dirt free. Vertical lift trays are held at the external tray delivery station by means of the extraction chain finger system. The finger hold system locks the tray in the workstation so that it does not move during product loading and off-loading.

3.2.2.4 DUAL TRAY DELIVERY (DELETED)

3.2.2.5 UNIT PERFORMANCE PARAMETERS

Unit Performance Empty Tray Fully Loaded Tray # Trays delivered per hour 41 32 Average Tray time delivery 38 seconds 46 seconds Maximum Tray Time Delivery 56 seconds 66 seconds

3.2.2.6 TRAYS

Trays are to be manufactured from galvanized sheet metal, have a steel reinforced design and welded construction with NO welded reinforcements inside the tray. The steel trays are nominally 21 feet long x 39 ins. wide x 9.8 ins. deep. Each tray has a capacity of 6,600lbs. (3,000kg).

3.2.2.7 DIVIDERS

All trays are subdivided into four (4) individual compartments that are 21’0”L x 9”W x 9H”.Each compartment is separated by vertical steel rods or pins to prevent loose stock from mixing with other loose stock items in the tray. The vertical rods/pins are spaced across the 21’0” long tray on approximately 40 in. centers left-to-right. This creates storage slots approximately 21’ 0” x 9” x 9”. The system will consist of 31 trays. Each tray will house four (4) different item numbers. The system will house 124 individual locations for different SKUs.

3.2.2.8 OPERATOR CONSOLE

Operator Console shall be an industrial PC design and include:

• Graphical touch screen LCD

• 10.4” TFT color touch screen with 800 x 600 resolution ( VGA compatible)

• Microsoft Windows 10 Operating system

• Diagnostics touch screen feature in the event of an error or malfunction

• Can be used either in manual or semi-automatic mode.

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3.2.2.9 ELECTRICAL CABINET

All of the electronic devices for powering and automatically controlling the VLM are located within the front drawer sliding electrical cabinet and shall include:

• REMIO input/output board

• Connection to the Operator Console by use of an Ethernet port

• Incremental encoder input

• Inverters used for both vertical and horizontal speed control via CAN/BUS

• Digital I/O interface boards

• Complete electrical cabling with all required sensors and connections

• Exterior Fencing- The STSS exterior shall be surrounded by a safety wire partition fence to protect the operators from accidental injury.

3.2.2.10 SAFETY FEATURES FOR STSS

• Product measurement light curtains, located at the rear of the delivery bay, are required to measure the height of items stored in the trays as they enter the VLM. If a product is over 9 ins. in height, the tray is rejected and returned to the operator.

• Personal Protection light curtains, located in the front of the delivery bay area, are required to protect operators while they load and unload trays.

• Machine diagnostics automatically performed at start up.

• Continuous operation control monitoring

• Vertical axis encoder status control

• Axis overrun safety switch that opens contacts and enables motor brake

3.2.2.11 GREEN FEATURE:

The unit shall have an energy standby mode which switches all electrical equipment into “sleep mode” when not being used.

3.2.2.12 ELECTRICAL REQUIREMENTS

The contractor will provide electrical installation for the STSS per paragraph 3.4.

3.2.2.13 SOFTWARE REQUIREMENTS

The STSS contractor will be responsible for providing the necessary software capability to meet the Government’s minimum requirements for the following:

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(A) Allow user to retrieve trays by tray number. Future bar code scanning and bar code reading capability/host interface capability shall be included.

(B) Allow user to perform STSS parameter modifications, manage fault diagnostics/ fault recovery and operate in manual or semi-automatic mode.

(C) Inventory management capability via open source interface (non-proprietary) of all customer inventories for the STSS supplied.

(D) Allow for future host interface via WCS host interface software.

3.2.3 WORKSTATION EQUIPMENT FOR STSS

The various pieces of equipment listed shall be installed by the contractor as necessary to create a work environment that will be conducive to worker productivity and efficiency.

All interfaces between the operators, the workload and the installed system shall be optimized to produce a layout using effective and approved ergonomic principles. The equipment will be used for Government operations of PC’s and printers in a material handling operation. All workstation equipment shall be submitted for approval in accordance with CDRL A002. The contractor shall also supply a gravity conveyor and saw for cutting the material coming out of the shuttle as shown in drawing no. 21-3-3.

The contractor shall also supply the electrical outlet for the saw.

3.2.3.1 WORKTABLES

The contractor shall provide 1 assembled worktable. The table shall have a walnut Formica top, adjustable table legs, a back stringer and one drawer. All non-painted surfaces shall be galvanized. The tables shall have the following features:

A. WALNUT FORMICA TOP OVER STEEL TABLE TOP

The high density Formica top shall be attached directly over a fabricated 12 gauge steel top rated at 250 lbs. per sq. ft. The top shall be warp and splinter proof and resistant to impact, moisture and oils. Overall table top dimensions shall be 72 inches wide by 30 inches deep.

B. TABLE LEGS

Table legs with supports shall be fabricated from 16 gauge steel (minimum) and be adjustable from 30-3/4 in to 34 ¾ in. Cross support members are welded or bolted to vertical legs for strength and durability. The legs shall bolt to the table top and allow for mounting of a back stringer.

C. BACK STRINGER

Stringer shall be fabricated from 16 gauge steel (minimum) to 4 to 7 inches wide that will hold the legs rigid. It shall bolt to the back legs.

D. DRAWER

There shall be two drawers per worktable with all mounting hardware included. The drawers shall operate on ball bearing rollers within its own case. Automatic stops

3-21 shall limit the drawer travel. Drawer size shall be nominal 17 ¼ in W x 20 in. D x 6 ½ in. H. Drawer shall also have a built in lock.

3.2.3.2 INDUSTRIAL CHAIRS

The contractor shall supply 1 assembled chair for the STSS supplied for the Bldg. 109 VLM Storage System. The chair shall provide functional ergonomic seating, be engineered to maximize comfort and increase productivity. It shall be built to withstand heavy industrial use. The seat height, back depth lumbar tilt and seat pan tilt shall be adjustable by the operator while seated to meet his requirements. The chair shall have automatic adjustments for height and a single control for automatic adjustment of seat tilt and back depth. Seat height adjustment will be at least from 24 to 32 inches. Pneumatic lift shall provide at least 6 inches of Adjustment with a lever control. Center support column shall be adjustable at least 12 inches for high or low seating. Micro cellular, self-skinning polyurethane shall be molded over the seat, back and footrest. The large seat (minimum 17 in wide x 16 in deep) will have contoured support with waterfall front. The extra high back (minimum 15 in wide x 12 in high) tilts for lumbar support and adjusts for height. The chair shall have a five-legged base with three-level footrests of heavy gauge steel, finished with baked powder epoxy that offers durability and stability. The base shall have high impact, oil resistant glided.

3.2.3.3 FLOOR MATS

Floor mats shall be supplied with each workstation and will be antistatic, anti-fatigue, solid heavy-duty mats ½ in. to 5/8 in thick. The mats shall be sized to fit each workstation and will cover the area in front of the worktables. Edges shall be beveled to prevent trip hazards.

3.2.3.4 ELECTRICAL SERVICE TO GOVERNMENT SUPPLIED DSS COMPUTERS

AND COMPUTER EQUIPMENT

The contractor shall provide all necessary electrical service from existing wall mounted electrical panels to point of use (contractor supplied workstation) for all installed equipment. This shall include all Government Furnished Computer Equipment (GFE).

As a minimum, two quadruple receptacles 120 VAC, 20 amp (receptacles must be a dedicated power source for IT equipment service) service spaced minimum six inches apart to each worktable shall be supplied.

3.2.4 OVERHEAD BRIDGE CRANE

The contractor shall furnish and install a complete, fully operational 2000 lb. capacity bridge crane with an electric chain hoist and manual operated bridge. The crane shall require one operator to control the bridge, hoist and trolley. The movement of these parts shall be by a hand-held pendant control. The craneway shall have at least 2000 lb.

capacity, required to suspend the bridge crane at full capacity when positioned at any location along the craneway. The crane-way shall cover an area 15 ft. wide x 30 ft. long as depicted on drawing no 21-3-3. A metal plate indicating the maximum lifting capacity in pounds shall be clearly secured and posted in a conspicuous place visible from the floor. The bridge and craneway shall be designed so that the maximum rated load shall not exceed 20 percent of the total weight. The craneway shall be designed to

3-22 give the maximum usable width and height possible and also minimize the space taken by the columns, supports and guard posts. Minimum spacing between columns in front of the Shuttle Storage System shall be 30 ft. so a forklift can load/unload crates for the material. Guard posts shall be provided around the craneway columns to prevent contact by forklifts or other mobile equipment. Posts shall be 6” diameter steel pipe filled with concrete. Paint finish shall be safety yellow. Stops shall be provided and mounted at both ends of the craneway, which will match up with the bumpers. Stops shall be designed to withstand an impact of a fully loaded crane at normal walking speeds. The hoist shall be able to lower the lifting sling/hook to the floor of the building and shall have a minimum lift of 10 feet and a variable trolley speed of up to 60 fpm. The pendant control for the bridge trolley combination shall be suspended by the hoist trolley.

Controls on the pendant shall be fully enclosed contact push buttons. The hoist shall be supplied with a contractor designed sling to lift the heavy rod and pipe into and from shipping crates to and from the STSS trays. The overhead bridge crane will service both storage towers from the front end.

3.2.5 GRAVITY CONVEYOR AND ROD/PIPE SAW

The contractor shall provide 24 in. wide gravity conveyor, 30 ins. high with rollers on 3

in. centers with a chop saw mounted in the middle of the two 10 ft. sections of gravity conveyor. A gravity conveyor shall have a sheet metal basket to catch material for staging after it is cut STSS to ensure the material does not fall off the side. The chop saw shall be a Milwaukee Dry Cut Chop Saw, 14 in., Mod # 6190-20 or equivalent.

The chop saw shall utilize dry (a.k.a. cold) cut technology which will cut on average three times faster than an abrasive machine and costs 1-1/2 times less to operate. The saw shall produce little or no sparks when cutting and leaves a virtually burr free finish.

The saw shall cut angle, unistrut, steel studs, channel, conduit, tubing and pipe. The base shall be heavy duty cast aluminum reinforced with a ¼ in. steel plate. The saw shall also have a tool free 3/8 in. vise and back fence. The minimum requirements are as follows:

• 14 in Carbide Blade

• Wheel diameter 14 in.

• HP – minimum 4 4/5

• Amps 15

• Speed – No load (RPM) 1,500

• Max Cutting capacity – Round 5-3/8 in.

• Max square Cutting Capacity – 5 in.

• Handle – D Handle

• Vise – tool-free adjusting, pivoting

• Fence – 45 degree pivoting

• Base – Heavy duty cast aluminum with a ¼ in. steel plate

• Arbor size – 1 in.

• Wheel included

• Wheel Change wrench included

• Shaft lock

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• Trigger lock not included

• Manufacturer warranty – 5 years

3.3 TRAINING

Training shall be provided in the operation and maintenance of all equipment provided by the contractor.