SOW_-_LRS_-_High_Density_Storage_Systems_-_Revised.doc

STATEMENT OF WORK

For

RemovAL of current shelving and installation of High Density Storage Systems Bldg. 15 August 8, 2018 161st AIR REFUELING WING

GOLDWATER AIR NATIONAL GUARD BASE

DESCRIPTION OF SERVICES

1. Scope of Work Bldg. 15 Mechanized Storage System Removal of Existing warehouse shelving in 3 locations (all in building 15). Rooms are labeled ‘Mobility’, ‘Weapons Vault’ and ‘Storage and Issue’.

NOTE 1: ‘Mobility’ all bins removed and hauled off for new High Density Storage unit.

NOTE 2: ‘Weapons Vault’ and ‘Storage and Issue’ shelving are to be removed for new High Density Storage System and repurposed at the 161ARW. “Specific storage shelves may be used from Storage & Issue if agreed upon by owner for new system”. “If reused contractor must repaint and match materials to new system installed”. Assembled structural steel carriage base has a maximum capacity of 7,000 lbs. (3,175 kg) per carriage/wheel section.

Installation of (QTY 4) Mechanized Storage Systems.

1. MOBILITY HAS 2 SYSTEMS.

SUPPLY AND INSTALL MECHANIZED STORAGE SYSTEM IN BLDG. 15 ROOM 26 MOBILITY (2EA) CENTER FLANGE GUIDING SYSTEM WITH L/RAIL; 4 POST UNIVERSAL SHELVING; GUIDANCE RAIL LOW PROFILE; L FLOOR RAMP-FLOORING FOR THE SYSTEM; LINE SHAFT DRIVE-SYSTEM; MECHANICAL ASSIST-OPERATION; L RAIL-OTHER RAILS LOW PROFILE WITH WELDED STEEL CARRIAGES FOR BASE OF SYSTEM. STANDARD MECHANICAL ASSIST MOBIL STORAGE SYSTEM: WITH RAISED PLYWOOD DECKING TO BE FLUSH TO THE TOP OF THE RAIL: INCLUDE A 88 RAMP ON ENTRANCE SIDE OF MOBILE SYSTEM. (OR EQUAL). All Labor necessary for the Removal of Existing shelves.

Mobility Warehouse Mechanized Storage System 1 (Medium Capacity Storage)

1. (5) LINE SHAFT CARRIAGES 15’ IN LENGTH, (5) MANUAL

CARRIAGE 15’ IN LENGTH WITH 4-POST SHELVING 36”W x 30”D x 91-1/4”H

CENTER FLANGE GUIDANCE WITH L-RAIL, FLOOR/RAMP AND

AND LAMINATE END PANELS

(1) STATIONARY SINGLE RUN OF 4-POST SHELVING 30”D x

36”W x 97-1/4”H

(1) STATIONARY DOUBLE RUN OF 4-POST B2B SHELVING

30”D x 36”W x 97-1/4”H

Mobility Warehouse Mechanized Storage System 2 (Medium Capacity Storage)

1. (1) LINE SHAFT CARRIAGES 12’6” IN LENGTH, (1) MANUAL

CARRIAGE 12’ 6”IN LENGTH WITH 4-POST SHELVING 30”W

x 30”D x 91-1/4”H

CENTER FLANGE GUIDANCE WITH L-RAIL, FLOOR/RAMP

AND LAMINATE END PANELS

(3) STATIONARY SINGLE RUN OF 4-POST SHELVING 30”D x

30”W x 97-1/4”H, TWO RUNS HAVE STEEL BACK PANELS

2. Weapons SUPPLY AND INSTALL MECHANIZED STORAGE SYSTEM IN BLDG. 15 ROOM 42 WEAPONS VAULT (1EA) CENTER FLANGE GUIDING SYSTEM WITH L/RAIL; 4 POST UNIVERSAL SHELVING; GUIDANCE RAIL LOW PROFILE; L FLOOR RAMP-FLOORING FOR THE SYSTEM; LINE SHAFT DRIVE-SYSTEM; MECHANICAL ASSIST-OPERATION; L RAIL-OTHER RAILS LOW PROFILE WITH WELDED STEEL CARRIAGES FOR BASE OF SYSTEM. STANDARD MECHANICAL ASSIST MOBIL STORAGE SYSTEM: WITH RAISED PLYWOOD DECKING TO BE FLUSH TO THE TOP OF THE RAIL: INCLUDE A 88 RAMP ON ENTRANCE SIDE OF MOBILE SYSTEM: UNIVERSAL WEAPONS RACK (UWR) HOUSING 20-M16; 20-M4; 30-M9; 42 3/8 W x 16 1/8 D x 44 7/8 H (6EA) (OR EQUAL). All Labor necessary for the Removal of Existing shelves.

3. Weapons Vault Mechanized Storage System

1. STANDARD MOBILE SYSTEM

CENTER FLANGED GUIDANCE WITH L-RAIL, FLOOR/RAMP, LAMINATE

END PANELS AND BACK PANELS

(2) CARRIAGES SINGLE FACED, 30"W X 36"D X 13'6" IN LENGTH

WITH 4-POST SHELVING 68-3/4"H X 30"W X 36"D

(2) STATIONARY SHELVING RUNS, 5 UNITS EACH

13'6" IN LENGTH, 36"D X 30"W X 76-1/4"H, (3) SHELVES PER UNIT

(6) UNIVERSAL WEAPON RACKS 16-1/8"D X 42-3/8"W X 42"H

DOUBLE STACKED 89-3/4"H

4. Main Warehouse Mechanized Storage System(Heavy Capacity Storage) SUPPLY AND INSTALL MECHANIZED STORAGE SYSTEM IN BLDG. 15 ROOM 44 MAIN WAREHOUSE (1EA). (MUST USE B-RAIL WITH ANTI-TIP SYSTEM) WIDE SPAN SHELVING; SHELVING WITH ACTIVRAC & M OPERATION; ACTIVRAC 7 MECHANICAL ASSIT MOBIL SYSTEM: RAIL-LOW PROFILE RAILS WITH RAISED PLYWOOD DECKING TO BE FLUSH TO THE TOP OF THE RAIL: INCLUDE A 88; RAMP ON ENTRANCE SIDE OF MOBILE SYSTEM. (OR EQUAL) All Labor necessary for the Removal of Existing shelves.

1. ACTIVRAC 7M, (5) CARRIAGES, 32’11” IN LENGTH, 24”WIDE WITH WIDE SPAN SHELVING

SINGLE WIDE SPAN SHELVING 96”W x 24”D x 120”H, FOUR UNITS PER CARRIAGE BAT RAIL, NO FLOOR OR RAMP

A. Drive System: The system shall be designed with a positive type mechanically-assisted drive which minimizes end play, ensures there is no play in the drive handle, and that carriages will stop without drifting.

1. System shall include a chain sprocket drive system for each movable carriage to ensure that carriages move uniformly along the total length of travel, even with unbalanced loads. All system components shall be selected to ensure a smooth, even movement along the entire carriage length. Drive system gearing shall be designed to permit 1 lb. of force applied to the drive handle to move a minimum of 4,000 lbs. of load.

2. A tensioning device shall be provided on each chain drive with provision for adjusting tension without removing end panels.

3. All bearings used in the drive mechanism shall be permanently shielded and lubricated.

B. Safety Features:

1. Color-coded visual indicators shall provide verification that carriages are in a locked or unlocked mode.

2. A single safety lock button, mounted on each operating wheel hub, will permit moving a carriage in either direction to create a new access aisle when pulled out (unlocked), or locking the carriage when pushed in.

C. Maintenance Data:

1. Provide in form suitable for inclusion in maintenance manuals for mobile storage units. Data shall include operating and maintenance instructions, parts inventory listing, purchase source listing, emergency instructions, and related information.

2. Submit manufacturer's instructions for proper maintenance materials and procedures.

3. Submit manufacturer's printed instructions for maintenance of installed work, including methods and frequency recommended for maintaining optimum condition under anticipated use conditions. Include precautions against using materials and methods which may be detrimental to finishes and performance.

4. (Reference List: Provide a list of recently installed mobile storage units to be visited by owner, architect, and contractor. Intent of list is to aid in verifying the suitability of manufacturer's products and comparison with materials and product specified in this section.)

D. Quality Assurance:

1. Manufacturer Qualifications: Engage an experienced manufacturer who is ISO 9001 certified for the design, production, installation and service of carriage mounted high-density mobile storage units and support rails. Furnish certificate attesting manufacturer’s ISO 9001 quality system registration.

2. Installer Qualifications: Engage an experienced installer who is a manufacturer's authorized representative for the specified products for installing carriages and anchoring shelving units to carriages.

a. Minimum Qualifications: 1-year experience installing systems of comparable size and complexity to specified project requirements.

b. Guaranteed 24-hour service response time.

E. Delivery, Storage, and Handling:

1. Follow manufacturer’s instructions and recommendations for delivery, storage and handling requirements.

F. Project Conditions:

1. Field Measurements: Verify dimensions before fabrication. Indicate verified measurements on Shop Drawings. Coordinate fabrication and delivery to ensure no delay in progress of the Work.

2. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating mobile storage units. Coordinate construction to ensure actual dimensions correspond to established dimensions.

G. Warranty:

1. Provide a written warranty, executed by Contractor, Installer, and Manufacturer, agreeing to repair or replace units which fail in materials or workmanship within the established warranty period. This warranty shall be in addition to, and not a limitation of, other rights the Owner may have under General Condition’s provisions of the Contract Documents.

2. Warrant the entire movable compact shelving installation against defects in materials and workmanship for a period of five years from date of acceptance by the Owner.

H. Grout:

1. Provide non-shrink, non-staining hydraulic cement compound conforming to the following requirements, based on the performance of the test specimens at room temperature and in laboratory air.

2. Linear Movement: No shrinkage while setting; maximum expansion limited to .002 inches per linear inch.

3. Compressive Strength: Based on two inch cubes made following ASTM standards, tested on a Balding-Southward machine of 60,000 pounds capacity, meet or exceed the following:

a. Age: 1 hour ---- 4,500 psi

7 days ---- 8,000 psi

I. Manufactured Components:

1. Rails:

a. Material: ASTM/AISI Type 1035 or 1045 steel, manufacturer’s selection

b. Capacity: 1,000 pounds per lineal foot (1385kg/M) of carriage

c. Minimum Contact Surface: 5/8 inch (16MM) wide

d. Provide rail sections in minimum 6 foot (1.83M) lengths

e. Rail configuration shall permit attachment to top of structural floor system with provision for leveling rails to compensate for variations in floor surface level.

f. Provide rail connections designed to provide horizontal and vertical continuity between rail sections, to gradually transfer the concentrated wheel point load to and from adjoining rail sections. (Butt joints are not permitted.)

g. Anti-Tip Rail Form Covers; Manufacturer shall provide for protection if required to prevent damage to rails during concrete back pours; when anti-tip devices are installed.

J. Floor / Ramp

1. Floor/Ramp Sheathing: Minimum 3/4 inch (19MM), 5-ply underlayment grade plywood. Particle board sheathing materials are not permitted.

2. Provide fire retardant treated floor/ramp materials when required by code.

K. Carriages

1. Provide manufacturer's design movable carriages fabricated of welded or bolted steel construction. Galvanized structural components and/or riveted carriages are unacceptable.

2. Provide fixed carriages of same construction and height as the movable carriages, anchored to rails. Setting fixed shelving directly on floors is not permitted.

3. When required, provide bolted carriage splices designed to maintain proper unit alignment and weight load distribution.

4. Design carriages to allow the shelving uprights to recess and interlock into the carriages a minimum of 3/4 inch (19MM). Top mount carriages are unacceptable.

5. Provide each carriage with two wheels per rail.

6. Assembled structural steel carriage base has a maximum capacity of 7,000 lbs. (3,175 kg) per carriage/wheel section.

7. Fully welded 12-guage uniframe wheel assemblies

8. Provide maximum strength for the load and cyclic stress requirements of a mobile system.

9. One piece construction assures wheel alignment

L. Drive / Guide System

1. Design / Provide drive system which prevents carriage whipping, binding and excessive wheel/rail wear under normal operation.

2. If line shafts are used, all wheels on one side of carriage shall drive.

3. Shafts: Solid steel rod or tube.

4. Shaft Connections: Secured couplings.

5. Bearing Surfaces: Provide rotating load bearing members with ball or roller bearings. Provide shafts with pillow block or flanged self-aligning type bearings.

M. Wheels

1. Capacity: Minimum load capacity per wheel: 3200 lbs (1455kg).

2. Size: Minimum 5 inches (127MM), outside diameter drive wheels

3. Guides: Determined by manufacturer; minimum 2 locations

N. Face Panels

1. HPL Laminate

2. Materials: Plastic laminate clad particle board with plastic edging on vertical edges

O. Finishes

1. Colors: (Selected from manufacturer’s standard available colors.) (Provide in custom colors as selected by (Architect) (Architect/Engineer) (Engineer.)

2. B.

Paint Finish: Provide factory applied electrostatic powder coat paint. Meet or exceed specifications of the American Library Association

3. Laminate Finish: Provide factory applied laminate panels at locations indicated on approved shop drawings.

P. Floors / Ramps

1. General: Finished elevation shall be 1/16 inch (1.6MM) below top of rails

2. Ramp Slope: Do not exceed the following

3. ADA Accessible Ramps: Maximum 1:12 slope (4.76 degrees)

Q. Demonstration / Training

1. Schedule and conduct demonstration of installed equipment and features with Owner's personnel.

2. Schedule and conduct maintenance training with Owner's maintenance personnel. Training session should include lecture and demonstration of all maintenance and repair procedures that end user personnel would normally perform.

The contractor shall provide all labor, equipment, transportation, tools, materials, supervision, and services necessary to provide the removal of steel shelves and gun racks. Lifetime warranty on structural frames which means carriages and shelving. Five year warranty on the drive shaft and mechanical components at 3200 E. Old Tower Rd., Goldwater Air National Guard Base at Sky Harbor International Airport, Phoenix AZ.

All work done shall comply with AF High Density Storage System at a minimum. All services shall be performed in accordance with this SOW, specifics of each Delivery Order (DO) issued under the contract, manufacturer’s specifications, and common industry standards. In the event of conflict between regulations, the contractor shall follow the more stringent guidance, or as directed by the Contracting Officer (CO).

The building shall be occupied during the entire performance period. All surrounding areas are required to be kept clean and free of debris on a daily basis and protected from any and all damages. The contractor is responsible for repairing any damage to the floor and walls caused by any mishap during the installation of interior finishes.

The removal and installation plan shall be submitted to the Contracting Officer and designated 161st Logistics Readiness Squadron personnel for approval, within 7 days of contract award. The plan shall include an estimated schedule of all work to be performed. Once approved, the contractor shall follow the schedule as closely as possible to facilitate the 161st Logistics Readiness Squadron inspection process.

SECTION 2

SERVICE DELIVERY SUMMARY

2. High Density Storage System: The Contractor shall procure materials, install and repair as required by each DO, industry standards, and manufacturers recommendations.

2.1. High Density Storage System: The Contractor will be required to work in coordination with the appointed government representative named by the Contracting Officer in order to efficiently complete the project in a timely manner. A pre-performance meeting will be held prior to work commencing involving the all parities affected by the installation order to facilitate smooth planning and project progress. The Contractor shall be responsible to repair, replace, and reimburse the government for any damage done by the Contractor to the existing shelves, floors, gun racks and any other government property.

2.2. Equipment and Tools: All equipment and tools needed to accomplish work under this contract shall conform to applicable federal, state and local safety requirements.

2.3. Clean Up: The contractor shall at all times, keep the work area, including storage areas, free from accumulation of waste materials or debris. Prior to departure from the work area each day, the contractor shall remove and properly dispose of all waste materials or debris generated by the project work. Upon completion of the project, the contractor shall conduct a thorough final cleaning and leave the premises clean, neat, orderly, and ready for immediate occupancy.

Government Furnished Equipment, Property and Services

Utilities: The Contractor may use reasonably required amounts of available government furnished electricity and water from existing outlets and lines without charge. The contractor shall be responsible to conservatively use utilities only as required for intended purposes under the requirements of this contract.

1.1. Point of Contact. The designated 161st Logistics Readiness Squadron Contracting Officers Representative (COR) will be the primary government Point of Contact concerning High Density Storage Systems Removal and Installation.

1.2. Contractor Access. The contractor will have access to the base during the hours of operation (5:30 a.m. – 4:00 p.m.). Contractor will access public areas only when necessary to perform duties and will limit amount of time spent in such areas as much as possible.

1.3. Contractor Personnel

1.3.1. Project Manager: The Contractor shall provide a Project Manager (PM) who shall be responsible for the performance of all work. The name of this person and an alternate or alternates, who shall act for the Contractor when the manager is absent, shall be designated in writing to the KO. The PM or alternate shall have full authority to act on behalf of the Contractor on all contract matters relating to daily operation of this contract. The PM and alternate(s) shall be able to read, write, speak, and understand English.

1.3.2. Employees: The Contractor shall not employ persons for work on this contract if such employee is identified to the Contractor by the KO or COR as a potential threat to the health, safety, security, general well being or operational mission of the installation and its population. Employees of the contractor may be subject to a criminal background check and must be legally employed in the United States.

1.3.3. All work performed under this contract shall be done by skilled workers. The Contractor shall ensure that affected employees have current professional certifications necessary before starting work. The KO or COR reserves the right to require the Contractor to furnish proof of the experience and professional certification of any employees engaged by the Contractor for the accomplishment of work involved under this contract.

1.3.4. The Contractor shall not employ any person who is an employee of the United States Government if employing that person would create a conflict of interest.

1.4. Government Quality Assurance. The government will regularly evaluate the contractor’s performance to ensure compliance with contract terms and conditions. Evaluations will be performed by designated 161st ARW/LRS Personnel.

GENERAL INFORMATION

2.1. Contractor Point of Contact The contractor shall provide the name of a point of contact and an alternate that shall be responsible for the performance of services. The contractor point of contact shall be available via telephone for discussion of removal and installation issues with the designated 161st ARW/LRS Personnel. The contractor shall designate these individuals, in writing, to the Contracting Officer (KO) before the contract start date.

2.2. Emergency Services

There are no emergency medical services available on base. The contractor shall dial on base number 602-302-9117 for FIRE / MEDICAL EMERGENCIES & 602-302-9267 SECURITY FORCES.

2.3. Security Requirements

2.3.1. Contractor Badge. The contractor shall ensure that all contractor badge applications are obtained for employees if required.

2.3.2. Retrieving Identification Media. The contractor shall retrieve all identification media, including contractor badge’s from employees who depart for any reason before the contract expires; e.g. terminated for cause, retirement, etc., and turn them in to the issuing office.

2.3.3. Traffic Laws. Contractor employees shall comply with all base traffic regulations. Contractor employees are subject to random vehicle speed control checks. Contractor personnel cited for speeding on the installation may suffer loss of base driving privileges, debarment from the base, or other administrative action.

2.3.4. Random Personnel and Vehicle Searches. Contractor personnel are subject to random personnel and vehicle searches. If contractor personnel refuse to be searched, they will be denied entry to the base, and may result in loss of base driving privileges, debarment from the base, or other administrative action.

2.3.5. Weapons, Firearms, and Ammunition. Contractor employees are prohibited from possessing weapons, firearms, or ammunition, on themselves or within their contractor owned vehicle or privately owned vehicle while on Goldwater Air National Guard Base at Sky Harbor.

2.3.6. Reporting Requirements. Contractor personnel shall immediately report to an appropriate government authority any information or circumstances of which they are aware may pose a threat to the security of Department of Defense personnel, contractor personnel, resources, and classified or unclassified defense information.

2.3.7. Physical Security. Contractor employees shall be responsible for safeguarding all government property and controlled forms provided for contractor use. At the end of each work period, all government facilities, equipment, and materials shall be secured.

2.3.8. Safety. The contractor shall comply with all applicable laws and safety regulations. Compliance with OSHA and other applicable laws and regulations for the protection of employees is exclusively the obligation of the contractor, and the government will assume no liability or responsibility for the contractor’s compliance or noncompliance with such responsibilities.

2.3.9. Work Area. The contractor shall, at all times, keep work areas free from accumulations of waste material, rubbish, tools, scaffolding, equipment, and materials. Upon completion of the job or when away from the work site, the contractor shall leave the work area and premises in a clean, neat, safe and workmanlike condition. The contractor is responsible for removal and proper disposal of all job related waste material at a permitted site.

3.0 Attachments

3.1 Tech Data for High Density Storage System