Cover PD.doc

COVER PURCHASE DESCRIPTION

FOR

RECEIVING, STORAGE, AND DISTRIBUTION SYSTEM (RS/DS)

AT

EGLIN AIR FORCE BASE, FL.

AMU BUILDING 1417

CSN: AEG0D0

DATE: 15 JULY 2010

PREPARED BY:

Andrew J. Huser

PROJECT ENGINEER

403 SCMS/GUEC

THIS PAGE INTENTIONALLY LEFT BLANK

Table of Contents

11. SCOPE

2. APPLICABLE DOCUMENTS

2.1. Government documents

2.2. Non-Government documents

3. REQUIREMENTS

3.1. System description

3.1.1. Mezzanaine SYSTEM

3.1.2. VERTICAL Lift

3.1.3. Mobile Aisle

3.1.4. Bin Shelving

3.1.5. modular cabinets

3.1.6. Pallet Rack

3.1.7. Counter assemblies

3.1.8. Workbench assembies

3.1.9. Laptop/Notebook cabinet

3.2. Characteristics

3.2.1. Noise levels

3.2.2. Electrical characteristics

3.2.2.1. Power source

3.2.2.2. Installation code

3.2.2.3. Conduit

3.2.2.4. Grounding

3.2.2.5. Wiring

3.2.2.6. Overcurrent protection

3.2.2.7. Environmental protection

3.2.2.8. Protection fROM mechanical damage

3.3. Design and fabrication

3.3.1. Design criteria

3.3.1.1. Maintainability

3.3.1.2. Environmental conditions

3.3.1.3. Standard, commercial components

3.3.1.4. Standardization

3.3.1.5. Special tools

3.3.1.6. Accessibility

3.3.1.7. Structural requirements

3.3.1.8. Verification of dimensions

3.3.1.9. OZONE DEPLETING SUBSTANCES (ods)

3.3.1.10. Safety

3.3.1.10.1. Occupational Safety and Health Administration

3.3.1.10.2. Protection against moving parts

3.3.1.10.3. Placards

3.3.1.10.4. Fail-safe controls

3.3.1.10.5. CLEAN-UP

3.3.1.11. Human engineering

3.3.2. MaterialS

3.3.2.1. Steel

3.3.2.2. Mechanical fastening devices

3.3.2.3. Anchors

3.3.3. Protective coatings

3.3.3.1. Painting

3.3.3.2. Plating

3.3.3.3. Galvanizing

3.3.3.4. Dissimilar metals

3.3.4. Welding

3.3.4.1. Welding procedure qualification

3.3.4.2. Welder performance qualification

3.3.4.3. fire protection

3.3.5. Cutting

3.3.6. Coordination

3.3.7. Nameplates

3.3.8. Precedence

3.4. Documentation

4. QUALITY ASSURANCE PROVISIONS

4.1. General

4.2. Acceptance Tests

4.2.1. System checkout test

4.2.2. Quality conformance test

4.2.3. Reliability demonstration test

4.3. Inspections, tests, and certifications

4.3.1. Inspections

4.3.2. Tests

4.3.3. Certifications

autonumlgl SCOPE

This purchase description (PD) establishes the minimum performance, design, fabrication, installation, orientation, and test requirements for a Receiving, Storage, And Distribution System (RS/DS) for the 33rd Fighter Wing, in AMU Building 1417 at Eglin Air Force Base, FL. The work shall be completed in accordance with this PD and Air Force (AF) Drawings AEG0D0-01 and AEG0D0-02. This PD covers all equipment, materials, and labor necessary to complete installation of the system. It also includes performing tests and making adjustments to the system as well as providing classroom and on-the-job instructions to Government personnel.

autonumlgl APPLICABLE DOCUMENTS

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

autonumlgl Government documents

AIR FORCE OCCUPATIONAL SAFETY AND HEALTH (AFOSH)

AFOSH 48-19

AFOSH 91-5

Hazardous Noise Program

Welding, Cutting, and Brazing

AFOSH 91-46

AFOSH 91-501

AIR FORCE CIVIL ENGINEER SUPPORT AGENCY

UFC 3-600-01

UFC 3-600-02

Materials Handling and Storage Equipment

Air Force Consolidated Occupational Safety Standard

Unified Facilities Criteria (UFC)

Fire Protection Engineering For Facilities

Unified Facilities Criteria (UFC)

Inspection, Testing, And Maintenance

Of Fire Protection Systems

AIR FORCE DRAWING

33rd Fighter Wing

AMU Building 1417 Eglin AFB, FL.

Hanger Layout

15 JUL 2010

AEG0D0-02

Receiving, Storage, And Distribution System (RS/DS)

33rd Fighter Wing

AMU Building 1417

Eglin AFB, FL.

Equipment Details

15 JUL 2010

autonumlgl Non-Government documents

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

(Applications for copies shall be addressed to the American Institute of Steel Construction, Inc, 1 East Wacker Drive, Chicago IL 60601)

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

(Applications for copies shall be addressed to the American National Standards Institute, 1430 Broadway, New York, NY 10018)

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A123/

A123M-02 Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/

A153M-03

ASTM A307-03

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

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

(Applications for copies shall be addressed to the American Society for Testing and Materials, 1916 Race Street, Philadelphia PA 19103)

AMERICAN WELDING SOCIETY (AWS)

(Applications for copies shall be addressed to the American Welding Society, Inc, 550 NW Lejeune Road, P.O.Box 35140, Miami FL 33135)

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)

(Applications for copies shall be addressed to the National Electrical Manufacturers Association, 2101 L Street, NW, Washington DC 20037)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

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

SOCIETY OF AUTOMOTIVE ENGINEERS, INC (SAE)

(Applications for copies shall be addressed to the Society of Automotive Engineers, Inc, 400 Commonwealth Drive, Warrendale PA 15906) autonumlgl REQUIREMENTS autonumlgl System description The following major components shall be integrated to form the complete Receiving, Storage, And Distribution System (RS/DS).

autonumlgl Mezzanaine SYSTEM The Mezzanine Systems shall be as specified in Appendix A and this Cover PD.

autonumlgl VERTICAL LIFT One vertical Lift shall be shall be furnished to transport aircraft parts from floor level to the mezzanine. The vertical lift shall interface with the mezzanine as shown on AF Drawing AEG0D0-01. The vertical lift shall be as specified in Appendix B and this Cover PD.

autonumlgl Mobile Aisle One Mechanical Assist Mobile Aisle shall be as specified in Appendix C and this Cover PD.

autonumlgl Bin Shelving The Bin Shelving shall be as specified in Appendix D and this Cover PD.

autonumlgl modular cabinets The modular Cabinets shall be as specified in Appendix E and this Cover PD.

autonumlgl Pallet Rack The Pallet Rack shall be as specified in Appendix F and this Cover PD.

autonumlgl Counter assemblies The counter assemblies will have two modular cabinets as the base with Laminated Hardwood top. Nine Type “G” Counter Assemblies shall be provided and installed as shown on AF Drawing AEG0D0-01 and AEG0D0-02. One Type “G1” Passage Way Swing Couter Top shall be a minimum of 36 inchs wide and serve as a personnel passage way as shown on AF Drawing AEG0D0-01. Two Type “J” Counter Assemblies shall be provided and installed for the Tool Room as shown on AF Drawing AEG0D0-01 and AEG0D0-02. The modular Cabinets shall be as specified in Appendix E and this Cover PD.

autonumlgl Workbench assembies

Five Workbench Systems Type “H” shall be provided and installed as shown on AF Drawing AEG0D0-01 and AEG0D0-02 for a processing point of warehouse storage items. The workstation shall have 30 inch wide base cabinet with shelf and dooor. The workstation shall have hardwood laminate counter top, backpanels with shelves and a overhead cabinet and overhead light fixture. The workbench shall be a minimum of 72 inchs wide x 30 inches deep x 27 inches height as shown on AF Drawing AEG0D0-02.

autonumlgl Laptop/Notebook cabinet Ten Secure Laptop/Notebook Cabinets 64.5”H x 25”W x 24”D, Type “L” shall be provided and installed as shown on AF Drawing AEG0D0-01. The Laptop/Notebook Cabinet shall have side Panels with louvered vents and perforated top panel. Convenient cable management holes shall be located in both side panels for network hook up of laptops and switches. Each unit shall have as a minimum Single Wide rollout lap top drawer (13 Per Cabinet).

Each Laptop / Notebook Cabinet shall have the following Options:

1. Security Pad Lock Bar Set (1 per Cabinet)

2. Cable Management Trough - “I” formation. Pre-installed in the rear of the cabinet.

3. Wheel base for the Cabinet (1 Assembly per Cabinet)

Reference Datalink Sales Product # 050-00761 or equivalent. http://www.datalinksales.com/secure_laptop_notebook_storage/single_wide_secure_laptop_notebook_cabinet.html autonumlgl Characteristics autonumlgl Noise levels The Contractor shall consider noise levels in the design of the equipment. Hazardous noise shall not exceed 85 decibels A-weighted sound pressure level (dB(A)) for 8 hours in any 24-hour period or equivalent in accordance with AFOSH 48-19. Noise level measurements will be taken at a three-foot distance from the equipment producing the noise and at a level of five feet above the ground/floor in all locations in which personnel may be present during normal operations. If noise levels of installed equipment exceed this requirement, then noise shall be reduced through engineering controls; i.e., insulation, dampening, and isolation.

autonumlgl Electrical characteristics autonumlgl Power source The Contractor shall run electrical power from the electrical supplies. The actual location of the existing electrical supplies can be obtained from the Eglin AFB, Civil Engineering (CE) Office. The Contractor shall furnish and install all necessary wiring and equipment for power distribution to the system and for control of the system.

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

autonumlgl Conduit All wiring shall be encased in rigid metal conduit conforming to Article 346 of NFPA 70; electrical metallic tubing conforming to Article 348 of NFPA 70; or flexible metallic tubing conforming to Article 349 of NFPA 70. If conduit/cables are dropped from overhead, they shall be enclosed in a power pole. No conduit/cable shall run on top of the floor/ground. Exposed conduit shall be installed parallel or perpendicular to walls, structural members, or intersections of vertical planes and ceilings. Exposed conduit and fasteners shall match the color of the walls and/or existing conduit color. Changes in direction of conduit shall be made with symmetrical bends or cast metal fittings. Field made bends shall be made with the proper hickey or conduit-bending machine. Crushed or deformed conduit shall not be accepted. Conduit shall be rigidly fastened in place at intervals of not more than 10 feet.

autonumlgl Grounding Each component of the system shall be properly grounded to ensure safe working conditions. This shall include adequate ground against static charges that may be generated. Grounding shall conform to Article 250 of NFPA 70.

autonumlgl Wiring Conductors shall be copper. Wire connectors of insulating material or solderless pressure connectors properly taped shall be utilized for all splices where possible. Soldered mechanical joints shall not be accepted. All wiring shall be color-coded, uniquely tagged, or uniquely numbered for identification. Marking shall be applied in such a manner so as to facilitate tracing of wires (circuits) during repairs and/or maintenance. Wiring and wiring installation shall conform to Article 300 of NFPA 70.

autonumlgl Overcurrent protection The power distribution panel shall be equipped with circuit breakers and fuses in compliance with Article 240 of NFPA 70. Motors shall be equipped with disconnect switches and thermal overload devices.

autonumlgl Environmental protection All enclosures and controls shall be in accordance with NEMA ICS 6, Type 12.

autonumlgl Protection fROM mechanical damage No pushbuttons, control panel, conduit, shielded cable, wire, or electrical device shall be installed so as to expose it to mechanical damage during normal use. If an electrical device is exposed to damage by material or personnel, then it shall be guarded.

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

autonumlgl Environmental conditions The system shall operate in a temperature range of 30 to 120 Degrees Fahrenheit with up to 99 percent relative humidity. The system shall be constructed to operate in an open warehouse environment.

autonumlgl Standard, commercial components Standard, commercial components which have been for sale and available for purchase to the general public or government agencies for at least one year shall be used to the maximum extent possible. If requested by the COTR (Contracting Officer's Technical Representative), the Contractor shall furnish evidence that equipment of approximately the same design as that proposed to be installed has been tested and successfully operated. Where two or more units of the same type of equipment are required, these units shall be products of the same manufacturer. All equipment and materials shall be new.

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

autonumlgl Special tools Use of special tools shall be minimized and, where required for operational adjustments, shall be securely mounted within the equipment in a readily accessible location. Standard tools, fittings, lubricants, and fluids shall be used to the maximum practicable extent.

autonumlgl Accessibility Structural members shall not prevent access to or removal of components for repair or replacement. Equipment shall be designed for rapid and easy removal as well as replacement or repair of malfunctioning units, by one individual where feasible. Mechanical components shall be designed to permit lubrication of components without disassembly.

autonumlgl Structural requirements The system shall be designed and constructed in accordance with state and local codes. The system shall also be designed to withstand seismic zone 1 conditions.

autonumlgl Verification of dimensions The contractor shall become familiar with all details of the work, verify all dimensions in the field, and shall advise the Contracting Officer of any discrepancy before performing the work.

autonumlgl OZONE DEPLETING SUBSTANCES (ods) The Contractor shall not use or prescribe to the greatest extent possible any ODS in the installation and maintenance of the system. ODS includes, but is not limited to aerosol cans, certain cleaning solvents, and certain lubricants. If there is a question pertaining to the applicability of a substance, submit the name of the substance to the Contracting Officer for verification.

autonumlgl Safety

The Contractor shall consider the safety of personnel and equipment when designing and installing the system. Safety provisions shall be incorporated to the maximum extent possible. When possible, hazards shall be eliminated through design. When this is not possible, safety devices such as guards, interlocks, and barriers shall be installed. If this does not eliminate the hazard, warning devices such as warning signs, indicator lights, and audio devices shall be installed. Safety requirements shall include, but are not limited to, the following.

autonumlgl Occupational Safety and Health Administration The system installation practices and completed system shall meet all applicable requirements of OSHA 29 CFR 1910 and OSHA 29 CFR 1926.

autonumlgl Protection against moving parts Moving parts shall be provided with guards to protect personnel from possible injury. Guards shall be in accordance with ANSI B15.1.

autonumlgl Placards Conspicuous placards shall be mounted adjacent to areas where hazards may exist (i.e., high voltage, pinch points, and tripping hazards). Placards shall also be used to identify operating limits (i.e., capacity, speed, and incline) in a conspicuous location for operators' use.

autonumlgl Fail-safe controls No controls shall cause false operation or endanger personnel if a part should fail. No damage or destruction of any component shall result from reduced voltage or complete loss of power.

autonumlgl CLEAN-UP

The Contractor shall, at all times, keep the work area, including storage areas, free from the accumulation of waste materials and dust which would cause a hazard or nuisance to others. The approved methods of stabilization for dust control are sprinkling, chemical treatment (non-ODS) or a similar method approved by the COTR. If there is a cutting process, the solution shall be vacuumed up during the process to prevent dust pollution and water damage. Before leaving the site, the Contractor shall remove all rubbish, tools, equipment, and materials that are not the property of the Government. At the completion of the installation/test, the Contractor shall leave the site in a clean, neat and orderly condition satisfactory to the COTR. Waste will be removed daily from the site and shall not be allowed to accumulate to the extent that it becomes a safety or fire hazard. It shall be the Contractor's responsibility to dispose of waste in accordance with all applicable Federal, State, County and Municipal codes.

autonumlgl Human engineering The system design and layout shall incorporate ergonomic design criteria so the optimal interface between operator and equipment is attained.

autonumlgl MaterialS autonumlgl Steel The structural steel components shall meet all design property requirements of AISC M016-89.

autonumlgl Mechanical fastening devices Unless otherwise specified, all threaded connectors of diameter greater than 7/16 inch shall be either A325 bolts conforming to ASTM A325 or SAE Grade 5 bolts conforming to SAE J429. All structural joints shall be in accordance with AISC M016-89. Bolt hole diameters shall not exceed nominal bolt diameters by more than 1/16 inch. All bolt holes shall be free of burrs, pins, or slivers. Bolts shall extend a minimum of two threads beyond the nuts. All nuts, bolts, and other threaded fasteners shall be plated or galvanized to prevent corrosion. All threaded fasteners shall utilize plated flat and lock washers as required.

autonumlgl Anchors Anchors shall, at a minimum, meet the requirements of ASTM A307. Anchors shall be either the drop-in expansion type or wedge type. All anchors shall be sufficient in size to withstand the calculated pullout and shear forces experienced by the equipment. Minimum anchor sizes shall be 3/8 inch in diameter or, if applicable, as specified in the appendices. Anchor lengths shall be long enough to assure that the manufacturer's minimum embedment in concrete is maintained and shall be installed properly to maintain the required minimum concrete embedment. Anchors shall be spaced so that the manufacturer's recommended minimum allowable spacing between anchors is maintained and the recommended minimum allowable edge distance is maintained. All anchors shall be torqued to the manufacturer's recommended installation torque. When required, adhesive anchors may be used; subject to approval by the COTR.

autonumlgl Protective coatings All system component surfaces shall be protected from corrosion by painting, plating, or galvanizing.

autonumlgl Painting Metal surfaces, which are not galvanized or plated, shall be cleaned, treated, and painted to protect against rust, corrosion, and deterioration. The first coat of paint or primer shall be applied to a dry clean surface as soon as practicable after cleaning and treating the metal. The primer shall not interfere with the application and adhesion of subsequent coats. Paint shall last the service life of the equipment. Paint shall be lead and chromate free and meet air pollution requirements for solvent emissions. When several standard colors are available, a color selection chart shall be submitted to the COTR with the shop drawings for selection. The finish coat shall be a smooth, even surface, free from runs, sags, and defects when dry. Welded surfaces shall be cleaned and painted after the welding process is complete. Prepainted accessories, as well as surfaces not requiring paint, shall be protected from overspray.

autonumlgl Plating All surfaces to be plated shall be thoroughly cleaned to provide a surface free of mill scale, oil, grease, dirt, rust, and any other foreign material prior to being plated. Plating at a minimum shall comply with ASTM B633, Service Condition 1, Type I unless otherwise specified.

autonumlgl Galvanizing All metal surfaces to be galvanized shall be thoroughly cleaned to provide smooth surfaces and shall comply with ASTM A153 and ASTM A123.

autonumlgl Dissimilar metals

Materials used and their locations shall not promote galvanic corrosion. No combination of materials shall be used that form an electrolytic couple of such nature that corrosion is accelerated.

autonumlgl Welding Dimensional tolerances for welded construction, details of welds, and quality of welds shall be in accordance with the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1. The Government reserves the right to perform supplemental nondestructive and destructive tests to determine compliance. Safety precautions during welding shall conform to ANSI Z49.1.

autonumlgl Welding procedure qualification Qualification of welding procedures shall conform to the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1. The Government reserves the right to request copies of Welding Procedure Specifications for any welding procedure followed in the fabrication of this system.

autonumlgl Welder performance qualification Each welder, welding operator, and tack welder assigned to work on this system shall be qualified in accordance with the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1. The Government reserves the right to request certification (Performance Qualification Test Record) that each welder, welding operator, or tack welder is qualified as specified.

autonumlgl fire protection Fire protection requirements shall conform to UFC 3-600-01, UFC 3-600-02, and Chapter 6 of AFOSH 91-501. All welding, cutting, brazing, and burning operations shall be accomplished in strict compliance with the requirements outlined in AFOSH 91-5 and NFPA 51B. Prior to starting any welding, cutting, brazing, or burning operations, the Contractor shall obtain a permit (USAF Welding, Cutting, and Brazing, AF Form 592). This permit can be obtained by contacting the Eglin AFB Fire Department at least 48 hours in advance. A copy of each permit will be retained at the work site until the work has been completed. Operations that produce flying, dropping slag, metal or embers shall have sufficient non-combustible materials and fire blankets on site to protect against fire damage or personal injury. In addition, the Contractor shall provide a minimum of 2 portable fire extinguishers at the work site until the work has been completed. Extinguishers shall meet a rating of 4A-40BC and the requirements outlined in AFOSH 91-501. At the close of the operation, the Contractor shall make a thorough inspection of each building in which work was performed. These inspections shall ensure that all necessary safeguards relative to potential fire hazards are in effect and operational. Contractor personnel shall be familiar with the location of all telephones needed for fire reporting. The Contractor shall maintain good housekeeping practices to reduce the risk of fire, damage, or personal injury. All scrap materials, rubbish, and refuse shall be removed daily from in and around the building and shall not be permitted to be strewn on adjacent property. Flammable and combustible materials used inside the building shall be kept to a minimum and removed from the building during unused periods. Storage of flammable and combustible materials shall not be permitted inside the building.

autonumlgl Cutting All edges produced by oxygen-flame cutting or any cutting operation shall be finished by grinding (or other method approved by the COTR) to a surface finish equivalent to that of adjacent surfaces. Sharp edges shall not be acceptable.

autonumlgl Coordination The Contractor shall obtain approval from the local base civil engineering, fire, safety, and bioenvironmental offices before making any modifications to the existing structure to accommodate the new system. The modifications shall match existing work and shall be of comparable quality. The COTR shall also approve all modifications before they are made.

autonumlgl Nameplates The Contractor shall provide and install one corrosion resistant metal nameplate for each component. A nameplate for each row of shelving/rack shall be provided such that if one row is dismantled, the nameplates will exist elsewhere. Nameplates shall be located in a visible and safe location. Nameplates shall last the life of the equipment and shall be capable of withstanding local environmental conditions. Nameplates shall be stamped, engraved, or etched in a print type not less than 1/8-inch tall. No nameplate or product marking shall be installed until all touch-up painting has been completed. The nameplate or product marking shall clearly display the following headings and corresponding information.

Type of equipment

Name of manufacturer

Model Number

Contract Number

Serial Number

Capacity

Weight

Manufacture Date, Month/Year

"Property of US Government" autonumlgl Precedence Where local codes and standards conflict with the contents of this PD, the more stringent requirement shall prevail.

autonumlgl Documentation The Contractor shall provide documentation (data) in accordance with the Contract Data Requirements Lists (CDRL). Where possible, the Contractor shall print on recycled paper. Also, where possible, the Contractor shall not require the use of any ozone depleting substance in any submittal. The Contractor shall incorporate maintenance, testing, inspection, and operator qualification requirements of AFOSH 91-46 into the maintenance and operator manuals autonumlgl QUALITY ASSURANCE PROVISIONS autonumlgl General The COTR shall monitor the installation of the system. The system delivery dates shall not be extended because of work stoppages caused by unacceptable practices and/or test failures. For all inspections and tests, the Contractor shall provide all test apparatus (i.e., tape measures, levels, calipers, micrometers, stop watches). All test apparatus will be returned to Contractor upon completion of all tests. The Government will provide all test loads. The Contractor shall be responsible for loading and unloading all test loads and performing all inspections and tests. The Contractor shall provide a knowledgeable and authoritative representative on site during the entire acceptance tests.

autonumlgl Acceptance Tests Three tests must be successfully completed prior to the Government accepting the system. These tests are the system checkout test, the quality conformance test, and the reliability demonstration test.

autonumlgl System checkout test Upon completion of installation, the Contractor using loads of the type specified herein and in the appendices shall check out the system. The Contractor shall inspect the system to assure that the system meets all the requirements of 4.3.1. The Contractor shall also test the system in accordance with the test defined in 4.3.2. All inspections and tests shall be repeated until all modifications and/or adjustments are complete and the system passes all inspections and tests. The Contractor shall submit to the Contracting Officer written certification that the system has passed the requirements of this paragraph. The COTR will schedule the quality conformance test to start within 10 days following the receipt of the written certification from the Contractor.

autonumlgl Quality conformance test As part of the quality conformance test, the Contractor shall provide written certification that the requirements listed in 4.3.3. have been met. This certification is required on or before the start of the quality conformance test. The Contractor, in the presence of the COTR, shall inspect the system to confirm that the system meets all the requirements of 4.3.1. The Contractor, in the presence of the COTR, shall also test the system in accordance with the test defined in 4.3.2. Upon successful completion of all tests and inspections and the receipt of all certifications, the reliability demonstration shall start.

autonumlgl Reliability demonstration test After successful completion of the quality conformance test, each component of the system shall demonstrate a reliability and availability greater than that listed in the reliability/availability table in Error! Reference source not found. In addition, all static components shall demonstrate compliance with the requirements of the purchase description (PD). The test period shall be the 30 calendar days immediately following the successful completion of the quality conformance test. If the system does not demonstrate the required reliability and availability or compliance with the PD, the test will be restarted from the beginning after the Contractor has taken corrective action. The Contractor shall be allowed to restart the reliability demonstration test a maximum of 2 times. If the system fails to pass the reliability demonstration within 3 attempts, then the system shall be rejected.

Use the following paragraph for static components only: After successful completion of the quality conformance test, the system will be used for 30 calendar days. If the system fails during this time, the Contractor shall take corrective action and restart the test from the beginning. The Contractor shall be allowed to restart the reliability demonstration test a maximum of 2 times. If the system fails to pass the reliability demonstration within 3 attempts, then the system shall be rejected.

autonumlgl Inspections, tests, and certifications This section defines all inspections and tests that must be completed as part of the system checkout test and repeated at the quality conformance test. This section also includes a list of all certifications that must be received from the Contractor on or before the start of the quality conformance test. The Contractor may add to this list, or question any requirement, by sending a letter to the Contracting Officer prior to the acceptance tests. The COTR will classify all deficiencies encountered into one of the defect classification listed below. Any critical or major defect found shall be cause for rejection of the system. Any combination of two or more minor defects shall leave the rejection of the system at the discretion of the COTR.

Critical Defect - A defect that judgment and experience indicate is likely to result in hazardous or unsafe conditions for individuals using, maintaining, working near, or depending upon the equipment.

Major Defect - A defect other than critical that is likely to result in failure, or reduce materially the system for its intended purpose.

Minor Defect - A defect that is not likely to reduce materially the usability of the system for its intended purpose, or is a departure from established standards having little bearing on the effective use or operation of the system.

autonumlgl Inspections The system shall be inspected to verify that it meets all the requirements of sections 1, 2, and 3 of the cover purchase description (and associate appendices, if applicable). These inspections shall be completed as part of the system checkout test and again as a part of the quality conformance test.

autonumlgl Tests The tests in associated appendices shall be performed on the system as part of the system checkout test and again as a part of the quality conformance test.

autonumlgl Certifications The Contractor shall provide certification that the following requirements (and the certification requirements of associated appendices) have been met in accordance with the Contract Data Requirements List.

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

COVER PURCHASE DESCRIPTION

Offeror:

-R-

Cover Purchase Description, 15 JULY 2010

The Offeror shall complete this questionnaire. All entries to this questionnaire shall be typed. The questionnaire will be used to determine the Offeror's understanding of the requirements and acceptability of the proposed equipment. Please attach any exceptions to the Cover Purchase Description or recommendations/design alternatives as detailed below.

3.1.7.

How many Type “G” counter assemblies will be provided?___________________________________

Dimensions __________________________________

Will a Passage Way Swing Couter Top be provided. _____

How wide will the passage way be? _________

How many Type “J” counter assemblies will be provided?___________________________________

Dimensions __________________________________

Will the workbenches have Laminated Hardwood tops? ___ 3.1.8.

How many workbench systems type “H” will be provided? ____________________________________

Dimensions: __________________________________

Manufacture __________________________________

Model Number _________________________________

Will the workbench systems have:

Hardwood laminate counter top? ____________________ Backpanels ____________

Shelves ________________

Overhead cabinet with light fixture _______________ 3.1.9.

How many Secure Laptop / Notebook Cabinet Type “L” will be provided? ______________________________

Dimensions: __________________________________

Manufacture __________________________________

Model Number _________________________________

Offeror's Signature

Date

EXCEPTIONS/RECOMMENDATIONS/DESIGN ALTERNATIVES

Attach any exceptions taken to the Purchase Description Appendix. Please outline those concerns in detail. Your exceptions will be reviewed to determine acceptability.

Are exceptions taken?

Number of pages attached: ____________________________________

Attach any recommendations or design alternatives you feel may enhance operation, maintainability, or reduce system cost. Your recommendations and design alternatives will be reviewed to determine acceptability.

Are recommendations/design alternatives attached?

Number of pages attached: ____________________________________

TYPED NAME:

COMPANY NAME:

ADDRESS:

PHONE:

FAX:

Cover PD

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TPQ - Page 1