SOW_Rolling Bins.docx

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Rolling Bin Storage
Solicitation number
F2MTRP5155A001
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This is a Statement of Work (SOW) for rolling bin storage installation at Pope Army Airfield, Building 636, in Fort Bragg, North Carolina. The project requires the contractor to remove existing rolling bin storage and install a new powered mobile shelving system with specific technical requirements, including a 100% passive safety system, priority aisle system, touch technology gesture control, and high-pressure laminate panels. The system consists of multiple mobile and fixed carriages with detailed specifications for shelving configurations, including various shelf heights, depths, and storage capabilities.

The project involves installing two distinct systems (System A and System B) with precise dimensional requirements, including single-sided and double-sided mobile carriages ranging from 98"-102" in height and 7'-8' in length. The contractor must provide comprehensive documentation, including OEM manuals, tech data sheets, and warranties. Work is to be completed within 10-12 weeks, with an approximate 2-week installation period, operating between 8:30 am and 4:30 pm EST, Monday through Friday, excluding federal holidays. The project is being executed by the Department of the Air Force Air Combat Command, with a pre-solicitation opportunity number F2MTRP5155A001.

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352nd AFE Parachute Storage 343793 1C DWG.pdf PDF
BLD 636 diagram1.pdf PDF
636 Aerial Map.docx DOCX document

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STATEMENT OF WORK

FOR THE

ROLLING BIN STORAGE

IN BLDG 636

1. DESCRIPTION OF SERVICES: The contractor shall package, ship all required materials for the removal of rolling bin storage in Building 636, Pope Field, NC, 28308.

SCOPE OF WORK: The following scope of work shall serve as general information only and shall not limit the contractor’s responsibility or obligations to ensure all work performed under this task order complies with the latest edition of all required publications, Federal Department of the Army, State of North Carolina, and Fort Bragg construction safety and environmental protection laws, regulations, rules, and codes. All quantities in this statement of work are approximate and shall not be verified by the contractor without a written request approved by a government representative.

The contractor shall deliver packaged items to 636 Surveyor Street, Building 636, Pope Army Airfield, NC 28308. Samples of new equipment, materials and accessories shall be submitted to a government representative for approval.

1.3 The following is a list of new items and materials to be installed within the governed work area: MATERIAL: See attached.

2. WORKING HOURS AND SCHEDULING

2.1 The Contractor is responsible for conducting business, between the hours of 8:30 am EST and 4:30 pm EST Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, unscheduled Federal holidays, or similar Government directed facility closings. The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall consider the stability and continuity of the workforce are essential.

2.1.1. BASE CLOSURES. Work scheduled but not accomplished because of base closure due to weather, exercises, THREATCON, HEALTHCON, will be accomplished as soon as possible after reopening the base.

2.2 Work will be done in such a manner as not interfere with student training. If the contractor believes work will infringe on student training, he will discuss with unit representative/facility manager (Mr. Dan Kaster at office phone 910-394-3149 or cell 910-489-5500) to de-conflict.

2.3 The contractor will be required to meet with the facility manager (Mr. Dan Kaster) and any contract representative within 48 hours after contract award to establish a work schedule. Work will be inspected, repaired, and completed within a timely manner not to exceed thirty (30) days after the start of the contract, keeping all down time of equipment at a minimum and within the agreed schedule of the contract.

2.4 FEDERAL HOLIDAYS:

New Year’s Day - 1 January Martin Luther King Jr. Day - 3rd Monday in January Washington’s Birthday - 3rd Monday in February Memorial Day - last Monday in May Juneteenth – 19 June Independence Day - 4 July Labor Day - 1st Monday in September Indigenous People's Day (Columbus Day) - 2nd Monday in October Veteran’s Day - 11 November Thanksgiving Day - 4th Thursday in November Christmas Day - 25 December

2.4.1. If these holidays fall on Saturday, the preceding Friday will be observed. If these holidays fall on Sunday, the following Monday will be observed. If a holiday falls on a scheduled service day, the contractor will be responsible for rescheduling services for the first day post the holiday observance.

3. SECURITY

3.1 All workers will be legal U.S. Citizens with legal picture ID’s and able to gain a clearance on to the military installation. The contractor shall not employ persons on this requirement if such employees are identified to the contractor by the client representative as a potential threat to the health, safety, security, general well-being, or operational mission of the installation and its population.

3.2 No guns, drugs, or illegal paraphernalia will be allowed on the military installation.

3.3 All vehicles, equipment, and containers will be subject to search at any time while on or seeking access to the military installation.

4. SCOPE OF WORK

4.1 SPECIFIC TASKS:

4.1.2 Contractor shall provide a powered mobile shelving system. Rails shall have a 1-piece structural welded steel with tongue and groove on overlapped and bolted rail splice joints set in a full grout bed and completely fill all voids for the entire length of the rails. The floor and ramp shall be made of 7-ply moisture resistant exterior plywood and include 3/16” commercial grade black vinyl matting with a diamond plate design. Carriages shall be as follows:

· Minimum 5” dual flange wheels

· Uni-framed welded (not bolted or riveted)

· Designed to allow shelving uprights to recess and interlock into the carriages by a minimum of ¾”.

· 1,000 lbs. load rating per carriage foot

4.1.3 All bearings used in the drive mechanism shall be permanently shielded and lubricated. Stationary platforms shall have the same construction as the carriages and anchored to the rails to provide a homogenous system.

4.1.4 Contractor will provide a 100% Passive Safety System that provides a completely passive method of protecting people and objects in an open aisle by using infrared, cross-aisle sensors located along the full length of each carriage. It must allow for automatic reset when someone exits an open aisle. Motion sensors will not be acceptable. A Tech Data sheet shall be provided with detailed specifications and functionality of passive system proposed.

4.1.5 Contractor shall provide a Priority Aisle System that automatically opens to a single aisle after a predetermined time of inactivity. This feature closes the system when inactive and is necessary for security. The contractor shall provide a Fixed Aisle capability controller that allows the user to temporarily designate any carriage as fixed during prolonged periods of se in 1 or 2 aisles for efficiency. This system will be able to plug into a standard 120V, 20-amp outlet.

4.1.6 The contractor shall provide a Power Override Unit that provides a battery powered, portable back-up method of operating powered carriages in the event of a power failure to the system. The contractor shall provide a Tech Data sheet with detailed specifications and functionality.

4.1.7 Contractor shall provide a Touch Technology Gesture Control system where the user is able to move carriages with the swipe of a hand or object, allowing usage while hands are full carrying a parachute. The system shall also provide personnel accountability by providing an audit trail of access with details of who accessed the system and when they accessed it. It shall allow unique pin codes assignment to each user with different rights depending upon the user. It shall allow the administrator the ability to passcode protect any aisle and allow carriage to be designated as “fixed”. The contractor shall provide a Tech Data sheet with detailed specifications and functionality.

4.1.8 Contractor shall provide High Pressure Laminate panels covering the full height and width of shelving. Steel is not acceptable. The entire system shall be Underwriters Laboratories (UL) listed.

4.1.8.1 System A shall include the following with specified dimensions:

· One single-sided fixed carriage 102 ½ “H x 24”D x 8’L. It shall include 5 shelves, 4 openings per 48”W section with 18-guage shelves and 14-guage supports for heavy materials. It will include closed uprights and steel back panels re quired for security.

· One double-sided mobile carriage 102 ½”H x48 “D x 8’L. It shall include 24”D sections back-to-back with closed uprights and steel back panels between. One side shall include 5 shelves, 4 openings per 48”W section with 19-guage shelves and 14-guage supports for heavy materials. One side shall include 7 shelves, 6 openings per 48”W section with 2 full heigh bin dividers per opening.

· Three double-sided mobile carriages 102 ½”H x 48”D x8 “L. It shall include 24”D sections back-to-back with closed uprights and steel back panels between. Both sides shall include 7 shelves, 6 openings per 48”W section with 2 full height bin dividers per opening.

· One double-sided mobile carriage 102 ½”H x 48”D x 8’L. It shall include 24”D sections back-to-back with closed uprights and steel back panels between. Three sections include 7 shelves, 6 openings, per 48”W section with 2 full height bin dividers per opening. One 48”W section includes 5 heavy duty 9”H drawers with 4 front-to-back adjustable dividers per drawer, with 4 shelves and 3 openings above.

· One double-sided mobile carriage 102 ½”H x 48”D x8”L. It shall include 24”D sections back-to-back with closed uprights and steel back panels between. Three sections include 7 shelves, 6 openings per 48”W section with 2 full height bin dividers per opening. One 48”W section includes 5 heavy duty 9”H drawers front-to-back adjustable dividers per drawer, 4 shelves and 3 openings above.

· One double-sided mobile carriage 102 ½”H x 48”D x 8’L. It shall include 24”D sections back-to-back with closed uprights and steel back panels between. It shall include two 48”W sections include 5 heavy duty 9”H drawers with 4 front-to-back adjustable dividers per drawer, with 4 shelves and 3 openings above. It shall also include two 48”W sections to include 10 shelves, 9 openings with 2 full height bin drawers per opening.

· One single-sided movable carriage 102 ½”H x 24 “D x 8’L. Each 48”W section shall include 10 shelves, 9 openings with 2 gull height bin dividers per opening with closed uprights and steel back panels required for security.

· Shelving uprights shall be closed 95 ¾”H.

· All 48”W x 24”D shelves shall have 2 front-to-back shelf reinforcements.

· The contractor shall provide within 10-12 weeks with an approximate 2-week installation period.

4.1.8.2 System A shall include the following with specified dimensions:

· One single-sided mobile carriage 98”H x 24”D x 7’L. It shall include 6 shelves 5 openings per 48”W section one full height bin divider per opening with closed uprights and steel back panels for required security. The system shall include a waist high lock to allow the entire system to be secured during inactivity. The contractor shall provide a Tech Data Sheet regarding outlaying features and functionality of the waist high lock.

· One double-sided mobile carriage 98”H x 48”D x 7’L. It shall include 24”D sections back-to-back with closed uprights and steel back panels between. Three 42”W sections include 6 shelves, and 5 openings with 1 full height bin divider per opening. One 42”W section shall include 7 shelves and 6 openings. One side of carriage shall include an84”W x 98”H roll-up door with a padlock hasp for security.

· Shelving uprights shall be closed 91 ¼”H.

· All 42”W x24”D shelves require 2 front-to-back shelf reinforcements.

4.2 COPIES OF OEM MANUALS, WARRANTEES, COMMISSIONING

Contractor will provide the COR all appropriate Original Equipment Manufacturer (OEM) and user manuals for newly added materials.

Performance Standards

a) STD: Contractor provides two hard copies and one digital copy of all OEM manuals for each unique piece of equipment provided, tech data sheets for indicated systems, and warranty prior to final invoice submission.

5. REFERENCES TO MATERIALS, MANUFACTURERS AND PRODUCTS

Materials and equipment shall be standard products of a manufacturer or supplier regularly engaged in the manufacture of the products and shall essentially duplicate items that have been in satisfactory use for at least two (2) years.

6. VERIFICATION OF DIMENSIONS AND CONDITIONS:

The contractor is highly encouraged to visit the premises of building 636 to ascertain details of the work and working conditions. The Contractor is highly encouraged to verify dimensions and advise the Contracting Officer of any discrepancies prior to the work commencement.

7. GOVERNMENT FURNISHED MATERIALS (GFM) and Equipment (GFE):

The Government will make available space for tools and equipment while working on this project. There is no GFE provided for this project.

8. QUALITY:

This section describes the Quality Control components for this effort. The following sub-sections provide details of various considerations on this effort.

8.1 DELIVERABLES/DELIVERY

IdentifierName_______________ Description__________
A001Warranty for equipment________________________________________
A002______ _OSHA Training and Certificates_________________________________
A003Technical Data Sheets as indicated
3 Attachments
Building 636 Floor Plan

Building 636 Area Map Shelving Diagram

8.1.2 The Contractor shall supervise and direct the Work, using Contractor's best skill and attention. The Contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract. Contractor agrees to guarantee all work under this Contract for a period of one (1) year.

9. PROTECTION OF GOVERNMENT PROPERTY

The contractor will protect all government and personnel property from damage. At the conclusion of each workday the contractor shall properly secure materials. Any damage caused by the contractor will be replaced or repaired at contractors cost prior to payment.

10.SAFETY:

10.1 All OSHA standards will be complied with.

10.1.2 Proper PPE will be worn at all times.

10.1.3 Best practices of safety in the workplace will be adhered to at all times.

10.1.4 Any electrical, gas, or chemical work will be done by licensed personnel only.

10.1.5 All tools and materials will be cleaned up and stored safely at the end of the workday or on extended breaks (i.e. lunch).

11. FINAL INSPECTION:

The Contractor shall advise the Contracting Officer in writing of the Contractor’s desired final inspection (7) calendar days in advance of that desired date to permit proper coordination. The date selected shall provide adequate time for Contractor performed corrections of final inspection deficiencies within the contract performance timeframe. The Contracting Officer will be the final authority for determining whether or not the Contractor’s performance is sufficiently advanced to warrant a final inspection.

END OF STATEMENT OF WORK

File details come from the government source that posted it. Updated .