Attch 4 APP C MOBILE AISLE 0215.pdf
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- Attached to
- FA8604, Storage Aids System, Truax Field, WI, MMHS Federal contract opportunity
- Solicitation number
- FA860423RB004
About this file
This request for proposal solicits offers for a storage aids system at Truax Field in Wisconsin. Offerors must provide mechanical-assist mobile storage systems in buildings 400, 409 and 510 according to the specifications and drawings. The performance period is 210 days from award. Pricing will be lowest price technically acceptable. The solicitation is set aside for small businesses with a size standard of 500 employees. Proposals are due by April 14, 2023. The agency will make award to the technically acceptable, responsible offeror with the lowest price.
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APPENDIX C
MECHANICAL-ASSIST, MOBILE STORAGE SYSTEMS
AT
TRUAX FIELD WISCONSIN
BUILDINGS 400 and 510
CSN: NWS912
DATE: 15 FEBRUARY 2023
PREPARED BY:
Andrew J. Huser
ANDREW HUSER
PROJECT ENGINEER
AFLCMC/EZPAE
_Brad Thompson___
BRAD THOMPSON
REVIEWER
AFLCMC/EZPAE
CSN: NWS912 Attachment 04 1
TRUAX FIELD – APP C - Page i
TABLE OF CONTENTS
1. SCOPE
2. APPLICABLE DOCUMENTS
3. REQUIREMENTS
3.1. SYSTEM DESCRIPTION
3.2. PERFORMANCE AND PHYSICAL CHARACTERISTICS
3.2.1. SYSTEM OPERATION
3.2.2. CARRIAGES
3.2.2.1. FRAME
3.2.2.2. DRIVE CHAIN
3.2.2.3. DRIVE SHAFTS
3.2.2.4. BEARINGS
3.2.2.5. WHEELS
3.2.2.6. GUIDANCE SYSTEM
3.2.3. STATIONARY PLATFORM
3.2.4. SHELVING SECTIONS
3.2.5. FACE PANELS
3.2.6. ROW IDENTIFICATION
3.2.7. RAIL INSTALLATION
3.2.8. RAIL SKIRTS
3.2.9. ELEVATED FLOORING
3.2.10. RAMPS
3.2.11. SAFETY DEVICES
3.2.11.1. ANTI-MOVEMENT LOCK
3.2.11.2. ANTI-TIP DEVICE
4. QUALITY ASSURANCE PROVISIONS
4.1. INSPECTIONS
4.2. TESTS
4.3. CERTIFICATIONS
CSN: NWS912 Attachment 04 2
TRUAX FIELD – APP C - Page 1
1. SCOPE
This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for a mechanical-assist, mobile storage system, in Buildings 400 and
510, at Truax Field Wisconsin. The work shall be completed in accordance with this appendix, the Cover PD, and Air Force (AF)
Drawing NWS912-01 and NWS912-03. This appendix covers all equipment, materials, and labor necessary to complete installation of the system.
2. APPLICABLE DOCUMENTS
Applicable documents shall be in accordance with Section 2 of the Cover PD.
3. REQUIREMENTS
3.1. SYSTEM DESCRIPTION
The systems shall be installed according to Air Force Drawings
NWS912-01 and NWS912-03 and shall consist of the following components:
a. Carriages, including drive trains
b. Stationary platforms
c. Shelving units
d. Rails
e. Elevated flooring
g. Metal Ramps
h. Safety devices
i. Mechanical fasteners, anchors, shims and all other items required to install the mobile storage system.
3.2. PERFORMANCE AND PHYSICAL CHARACTERISTICS
3.2.1. SYSTEM OPERATION
Each carriage, excluding the stationary carriages, shall have a crank mechanism on each end as shown in AF Drawing NWS912-01 and
CSN: NWS912 Attachment 04 3
TRUAX FIELD – APP C - Page 2
NWS912-03, which shall be turned manually clockwise or counterclockwise to move the carriages in the desired direction.
The ratio shall be a maximum of 1 pound of force required to move 3,000 pounds of carriage and contents.
3.2.2. CARRIAGES
Carriages shall consist of a frame and drive train, upon which shelving units shall be installed. These carriages shall move as required after the appropriate crank is turned. All carriages shall be capable of supporting a minimum load of 1,000 pounds per carriage foot. No system component shall deflect greater than 0.5 percent of the distance between supports when fully loaded. No component shall exhibit permanent deformation after the maximum load has been removed.
3.2.2.1. FRAME
The frame shall consist of aluminum or steel channel, welded or bolted together to support a fully loaded shelving section.
Cross bracing shall ensure rigidity. Bumpers shall be mounted on the frame, spaced appropriately to minimize carriage contact.
The frame shall be designed for an integral drive train.
3.2.2.2. DRIVE CHAIN
Drive chain shall connect a set of gear reduction sprockets from the crank shaft to the drive shaft.
3.2.2.3. DRIVE SHAFTS
Drive shafts shall be made of steel and have a minimum diameter of 1 inch. Splices or connections to other sections of the drive shaft, drive wheels, and gears shall be slotted for key joints or use shoulder bolts. Drive shafts shall run through pillow block or flanged bearings on either side of the drive wheel. Slave drive shafts shall be driven by use of sprockets and chain from the main drive shaft.
3.2.2.4. BEARINGS
Bearings shall have a static load rating equal to or greater than the maximum bearing loading, including applicable safety factors, under all operating conditions. Bearings shall be permanently lubricated, securely mounted, and properly housed for protection from physical damage.
3.2.2.5. WHEELS
CSN: NWS912 Attachment 04 4
TRUAX FIELD – APP C - Page 3
Each carriage shall have two wheels per rail. Each carriage shall have at least two drive wheels and at least two guide wheels (drive wheels may also act as guide wheels). All wheels shall be balanced, hardened steel. Wheels which are connected to the drive shaft shall be slotted for key joints. Wheels shall be capable of supporting the fully loaded carriage.
Wheels shall not slip, slide or lose contact with the rail.
3.2.2.6. GUIDANCE SYSTEM
All carriages shall use flanged wheels or guide bearings for guidance over the rails. If flanged wheels are used, each carriage shall have a minimum of two flanged guide wheels. If guide bearings are used, then each carriage shall have a minimum of four sets of guide bearings. Guide bearings shall be precision machined and permanently lubricated.
3.2.3. STATIONARY PLATFORM
The stationary platforms shall be of the same construction and height as the carriages, equipped with face panels, but they shall be anchored to a carriage or floor and require no drive train.
3.2.4. SHELVING SECTIONS
Pallet rack sections which conform to the requirements of
Appendix A, shall be bolted to the carriages. Bin shelving which conforms to the requirements of Appendix D, shall be bolted to the carriages and stationary platforms.
3.2.5. FACE PANELS
Face panels shall be fastened to both ends of all the shelving sections/carriages. Face panels shall provide a rigid mounting location for controls and card holders. The face panels shall be fabricated from steel or laminate panels with covered edges.
The face panels shall cover the entire width of the shelving sections. The face panels shall be of equal height and of a height to cover the tallest shelving unit so there is a uniform look and height to all face panels down the mobile aisle systems. Color selection shall be made available to Truax Field personnel at the Post Award Technical Information Meeting
(PATIM).
3.2.6. ROW IDENTIFICATION
CSN: NWS912 Attachment 04 5
TRUAX FIELD – APP C - Page 4
Card holders shall be installed on the face panels for row identification. The card holder shall be mounted on the face panel in location coordinated with Base personnel. The card holders shall be at least five inches wide by three inches high and mounted at eye level so that operators can locate numbers easily. Row identification cards will be made up by the warehouse personnel according to their established location assignment practices. A blank card will be provided by the
Contractor for each card holder.
3.2.7. RAIL INSTALLATION
The carriages shall move over ¾” to 1” high, steel rail assemblies. After leveling the rails, load bearing grout shall be used to fill in any gaps between the rail assemblies and the existing floor. Rails shall be installed no more than seven feet apart. Floor elevation and variance details are not available, however, in Bldg. 400 some variances are to be expected.
3.2.8. RAIL SKIRTS
Rail skirts shall be installed to cover all unfinished edges of the elevated floor, rail, and ramp.
3.2.9. ELEVATED FLOORING
A composite flooring shall be provided. The flooring shall be minimum 3/4-inch-thick high-density polyethylene (HDPE) laminated panels or minimum Resindek LD with Gray Diamond Seal composite flooring. HDPE laminate shall be minimum .050” thick over ¾” mold, mildew and corrosion resistant plywood panel. The
HDPE laminate shall not delaminate from the ¾” plywood substrate. The flooring sheets shall be tongue and groove on long sides forming an integral surface. Flooring shall be sized to fit between the rails, level with the top of the rails, in order to provide a safe walking surface for personnel. Adjacent sheets of subflooring shall be shimmed along the full length of the common side.
3.2.10. RAMPS
Metal ramps shall be provided on both ends of the system. The ramps shall not extend past the end of the carriages into the aisles. The grade on these ramps shall not exceed 10 percent.
3.2.11. SAFETY DEVICES
CSN: NWS912 Attachment 04 6
TRUAX FIELD – APP C - Page 5
3.2.11.1. ANTI-MOVEMENT LOCK
Each carriage shall be equipped with a mechanism which will lock the carriage in place while the operator is in the aisle.
3.2.11.2. ANTI-TIP DEVICE
Where required, anti-tip device shall be installed on each carriage to prevent tipping during movement.
4. QUALITY ASSURANCE PROVISIONS
4.1. INSPECTIONS
The system shall be inspected to verify that it meets all the requirements of sections 1, 2, and 3 of this appendix and the cover purchase description. These inspections shall be completed as part of the systems checkout test and again as a part of the quality conformance test.
4.2. TESTS
The following tests shall be performed on the system as part of the system checkout test and again as a part of the quality conformance test.
No. Paragraph Description
1. 3.2.1. Test each crank by turning it both clockwise and counterclockwise. If the carriage(s) does not move in the desired direction or the wheels slip and carriage movement is not constant and smooth, the system fails the test.
2. 3.2.11.1. Test each anti-movement lock. If a carriage can be moved with a lock activated, the system fails the test.
4.3. CERTIFICATIONS
The Contractor shall provide certification that the following requirements have been met. All certifications shall be provided in accordance with the Contract Data Requirements List.
No. Paragraph Certifications
CSN: NWS912 Attachment 04 7
TRUAX FIELD – APP C - Page 6
1. 3.2.2. All carriages are capable of supporting a minimum load of 1,000 pounds per carriage foot.
2. 3.2.2.3. Drive shafts are made of steel and have a minimum diameter of 1 inch. Splices or connections to other sections of the drive shaft, drive wheels, and gears are slotted for key joints. Drive shafts run through pillow block or flanged bearings on either side of the drive wheel. Slave drive shafts are driven by use of sprockets and chain from the main drive shaft.
3. 3.2.2.4. Bearings have a static load rating equal to or greater than the maximum bearing loading, including applicable safety factors, under all operating conditions. Bearings are permanently lubricated, securely mounted, and properly housed for protection from physical damage.
4. 3.2.2.5. All wheels are balanced, hardened steel.
Wheels which are connected to the drive shaft are slotted for key joints. Wheels are capable of supporting the fully loaded carriage.
Wheels are precision ground so they do not slide or lose contact with the rail.
5. 3.2.2.6. If guide bearings are used, they are precision machined, permanently lubricated and adjustable to ensure proper alignment between the wheel and the rail.
CSN: NWS912 Attachment 04 8
TECHNICAL PROPOSAL QUESTIONNAIRE
FOR
MECHANICAL-ASSIST, MOBILE STORAGE SYSTEM
TRUAX FIELD – APP C - Mobile Storage System - Page 1 of 2
Solicitation Number: FA8604- -R-
Project Title:
Base: TRUAX FIELD WISCONSIN CSN: NWS912
Appendix C, Mobile Storage Systems, 15 FEBRAURY 2023
This questionnaire shall be completed by the Offeror. The questionnaire will be used to determine the Offeror's understanding of the requirements and acceptability of the proposed equipment. Please attach product literature/cut sheets for all equipment detailed in this questionnaire and attach any exceptions to the Purchase Description Appendix detailed below.
Mechanical-Assist, Mobile Storage System Manufacturer: ________
Paragraph
Characteristics
3.1. Number of carriages B400: __________________
Number of carriages B510: __________________
Number of stationary platforms B400:________
Number of stationary platforms B510:________
3.2.1. Force required on the crank to move a fully loaded
carriage:____________________________________ lbs.
3.2.2. Load capacity per carriage foot:_____________ lbs.
3.2.4. Is pallet rack bolted to the carriages and
stationary platforms and provided per Appendix A?
YES NO
Is bin shelving bolted to the carriages and stationary platforms and provided per Appendix D?
YES NO
3.2.2.5. Number of drive wheels per carriage:______________
Number of guide wheels per carriage:______________
3.2.7. Number of rails per system: B400____ B510 _____
Height of rails:___________________________ inches
CSN: NWS912 Attachment 04 9
Solicitation Number: FA8604- -R-
TRUAX FIELD – APP C - Mobile Storage System - Page 2 of 2
Distance between rails: B400:_____in. B510:____in.
3.2.9. Flooring material & thickness: ___________________
Height of elevated floor:__________________ inches
3.2.10. Ramp material:____________________________________
EXCEPTIONS
Please outline each exception taken to the Purchase Description
Appendix in detail. All exceptions will be reviewed to determine acceptability.
Are exceptions taken? YES NO
EXCEPTIONS:
CSN: NWS912 Attachment 04 10
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