Attachment 1 - SOW.pdf

Statement of Work For

Sheet Metal Cassette Storage Rack System Bldg. 109

DLA Distribution Jacksonville, FL

18 Feb 21

Prepared By:

Defense Logistics Agency

DLA Installation Operations for Distribution 430 Mifflin Avenue, Suite 2227

DM-FDI

New Cumberland, PA 17070

1. Scope: This Statement of Work (SOW) covers the engineering, supply, and installation of sheet metal cassette tower racking system for Bldg. 109 at DLA Distribution Jacksonville, FL. This system shall consist of 36 rack units towers with 21 cassette storage levels with nominal dimensions of 12 ft. wide x 5 ft. deep x 2 ins. high for storage of sheet metal products for aircraft repair. Optional work will include demo and disposal of pallet rack rows 1 through 4 and demo 1.5 rack sections 5 -12 at the south end. Work includes demo of the in-rack sprinkler system and reconnection of the system to make the in-rack fire protection in rows 5-18 operable again. All supplied racking shall be compliant with the Nation Fire Protection Association (NFPA) code and the Unified Facilities Criteria (UFC).

Work to be performed under this contract consists of furnishing necessary services, materials, equipment, supplies, and labor required to install and make completely operational the systems supplied under this contract.

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

Building 109 is the DLA Distribution Jacksonville, FL key storage area for retail binnable material and sheet metal storage planned to be relocated from Bldg. 163 to Bldg.109 in FY 21 once the binnable racing is removed. The VLMs under a separate contract will be used to store the material in the 35 ft. bin rack in the first 4 rack rows which will be demoed to make room for sheet metal rack in FY 21. The sheet metal cassette storage will be used to consolidate sheet metal currently stored in Bldg. 163. The cantilever rack system will be supplied under a separate contract which will be used to store the bulk quantities of sheet metal and will be the back-up storage for replenishment into the sheet metal cassette storage system. These two storage systems will consolidate all sheet metal from Bldg. 163 into one central facility. The sheet metal storage in Bldg. 163 has several NINS stored on the same level, which makes finding material difficult. This storage system will allow for planographing to improve inventory accuracy and audit readiness and will improve the efficiency of storage operations.

1.2.1 Quantity: Thirty-six rack units shall be supplied and install by the contractor. The contractor shall also supply 45 feet of gravity pallet conveyor and one vacu-hoist with an overhead bridge system to span the entire length of the packing system as shown in contract drawing no. 21-3-1 in Bays A-E 11 in Bldg. 109.

1.3 Contract Line Items: The offeror shall quote 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 number 0001-0003 are the base quote.

CLINS 0004 and 0005 are optional CLINS. The performance period for CLINS 0001 - 0003 is 270 days. The performance period for CLIN 0004 is 90 days and CLIN 0005 is 60 days.

1.3.1 CLIN NO. 0001 SHEET METAL STORAGE RACK SYSTEM

QTY DESCRIPTION

36 ea. Supply and Install Sheet Metal Rack Storage Towers with 21 each 12’ x 5’ Storage Cassettes 2 ea. Rollable Depalletizing Stations

1.3.2 CLIN NO. 0002 SHEET METAL PALLET PACKING SYSTEM

QTY DESCRIPTION

1 ea. Supply and Install 45 ft. gravity pallet conveyor 1 ea. In-Line Pallet Scale Mounted on Middle Pallet Conveyor Section 1 ea. Supply and install one vacu-hoist system with a 45 ft.

long, 10 ft. wide bridge support structure.

1 ea. Sheet Metal Storage Cassette Floor Mounted Scale to Weigh Pallets Prior to Storage in the System 2 ea. Workstation tables with two 20 amp quadruplex 120 volt outlets

1.3.3 CLIN NO. 0003 FLOOR CAPACITY STUDY AND CASSETTE WEIGH

SCALE

QTY DESCRIPTION

1 ea. Floor Capacity Study

1.3.4 CLIN NO. 0004 DEMO OF RACK ROWS 1-4 AND IN-RACK SPRINKLER

SYSTEM

QTY DESCRIPTION

102 Sections Demo pallet rack rows 1-4 and in-rack sprinkler system

1.3.5 CLIN NO. 0005 DEMO 1.5 RACK SECTIONS OF PALLET RACK AT THE

SOUTH END OF RACK ROWS 5-12 AND IN-RACK SPRINKLER SYSTEM

PIPING

QTY DESCRIPTION

13.5 Sections Demo 1.5 rack sections of pallet rack at the south end of rows 5-13 and reinstall sprinkler headers to rack systems to make the in-rack sprinkler system operational.

2. Applicable Documents: The following documents of the issue in effect on the date of award form a part of this purchase description to the extent specified within:

2.1 Drawing:

Attachment 1: Sheet Metal Cassette Storage Rack System, DDJF Building 109 dated 14 Feb 21 Drawing No. 21-3-1.

Attachment 2: Pallet Rack Demo Plan, DDJF Building 109, dated 17 Feb 21, Drawing No. 21-3-2.

UFC 3-310-01: Design: Structural Load Data

2.2 National Fire Protection Association (NFPA) Publications:

NFPA 70 - National Electric Code

2.3 Occupation Safety and Health Administration (OSHA) Standards.

29 CFR 1910

29 CFR 1926

2.4 Rack Manufacturers Institute

ANSI MH16.1- 2008: Specification for the Design, Testing and Utilization of Industrial

Steel Storage Racks AWS Z49.1-2005 – Safety in welding and Cutting and allied Processes

3 Requirements:

3.1 General Requirements:

3.1.1. Sheet Metal Storage System: The sheet metal storage system shall be a commercially available product that has been in production for at least two years.

All storage systems shall be configured with storage trays with forklift pockets for access by normal 6000 lb. capacity counterbalanced forklifts. Aisle widths shall be minimum 19 ft. wide. Nominal rack height 14 ft. The contractor shall also supply and install a sheet metal packing conveyor system which consists of 3 ea.

68 ins. wide by 15 ft. long gravity conveyor sections, a vacu-hoist with a 45 ft.

long trolley x 10 ft. wide trolley.

3.1.2. Dimensions and Quantities: Where required to design, fit, and install the racks, dimensions shall not be taken from drawings but shall be taken in the field from measurements at the site location. All dimensions and quantities given in this specification and on the drawings are given in nominal values; therefore, the Contractor will be required to make on-site measurements.

3.1.3. Special Provisions and Installation Requirements:

3.1.3.1. Interruption of Operations. Production operations shall not be curtailed nor suspended except as absolutely essential during the rack installations. Any required curtailment or suspension shall be coordinated with at least 5 days notice to the Contracting Officer’s Representative (COR).

3.1.3.2. Utilities available for Contractor use during installation. Electricity

(120v, 15a, 60 Hz receptacles as a minimum) and nominal amounts of city water required by the Contractor will be furnished by the Government from existing sources. Make up and take down of connections and lines shall be the Contractor’s responsibility. Prior to final acceptance, the Contractor shall remove all temporary connections and lines. The Contractor shall provide compressed air and any additional power requirements.

3.1.3.3. Working Hours. The principal period of access to Building 376 for this contract is 9 working hours per day, Monday through Friday, from 6:00 AM through 4:00PM, excluding federal holidays and base closures. The Government observes the following federal holidays:

New Year’s Day 1 January Martin Luther King Jr. Birthday Third Monday in January Presidents Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September

Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Fourth Thursday in November Christmas 25 December

If the holiday falls on a Saturday, it will be observed on the preceding Friday. If the holiday falls on a Sunday, it will be observed on the following Monday. The Contractor shall not be required to be onsite on these days. Also, in the event an Executive Order issued by the President of the United States that declares Agencies of the Federal Government closed on a Contractor-scheduled workday, the Government Representative or designee will advise the Contractor on whether work should be performed for that day or it should be rescheduled.

The Contractor may be allowed, as required to minimize interruption of production operations, 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 COR at least 48 hours in advance to allow for the necessary arrangements to be made.

3.1.3.4. Installation Schedule.

a. Project start date: A pre-installation conference will be held at DDJF just after contract award. The installation for Building 109 Sheet Metal Cassette Storage Racks will be coordinated by the contractor based on his production schedule. DDJF will have the warehouse space clear of all obstructions based on the rewarehousing schedule, the rack demolition schedule and the contractor’s installation schedule.

b. Project installation completion date: 270 days after notice to proceed with manufacturing for CLINS 0001-0003.

c. Installation sequence:

1) Remove the 1.5 rack sections in rows 5-13.

2) Remove rack rows 1-4.

3) Install first 13 units of sheet metal rack storage system shall be installed after the first four rows of pallet rack are removed.

4) The COR will test the first unit with the rated loads of the storage system to ensure structural integrity of the storage rack.

5) The COR after the load testing is complete will give the contractor the notice to proceed with installation of the remainder of the rack units.

6) The contractor shall then install the gravity packing conveyor, vacu-hoist system, and 2 workstations.

3.1.3.5. Government Furnished Equipment: No GFE shall be provided.

3.1.3.6. Contractor Equipment and Material: The Contractor shall furnish all the necessary personnel and special equipment (MHE, cranes, etc.) and shall be responsible for unloading of all Contractor furnished equipment and material delivered to the site. The Contractor shall give the Government Representative or designee 48 hours advanced notice of all Contractor material and equipment deliveries to work site.

3.1.4. Safety Requirements: It is the responsibility of the Contractor to be aware of the safety requirements of personnel, equipment, and products during the installation.

All necessary protective coverings, shields, protective barriers, warning signs, etc., shall be furnished and installed by the Contractor where a hazard or potential hazard exists. The Contractor shall coordinate with the COR prior to installing protective coverings, shields, barriers, signs and barricades for concurrence and approval. The Contractor shall comply with all pertinent provisions of OSHA standards 29 CFR 1910 and 29 CFR 1926 when applicable. The Contractor will not be excused from requirements of all generally accepted safety standards, practices, rules, and regulations as well as those established by this Statement of Work and/or the Government Representative or designee. The Safety and Health office personnel may inspect the worksite at any time for compliance.

3.1.4.1. Personnel Protection. Personal protective equipment such as hard hats, safety shoes, safety glasses, 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.

3.1.4.2. Contractor Material. Housekeeping shall be maintained at a high level at all times. Scrap, waste, and spoil material shall be removed on a daily basis.

3.1.4.3. SMOKING IS PROHIBITED EXCEPT IN DESIGNATED AREAS. No Smoking is not permitted in less than 50 ft. of the building. The contractor employees shall only smoke in designated areas and clean up daily. Failure to follow these policies will result in loss of smoking privileges. Second offenders will be asked to permanently leave the site.

3.1.4.4. Flammable & Other Hazardous Materials. The Contractor shall comply with all OSHA standards for the storage, handling, dispensing and application of flammable paints, solvents, i.e., motor fuels, corrosives, caustics, compressed gases, combustibles, and other hazardous materials.

This includes the use of ventilation, personal protective equipment, respiratory protection, lavage, monitoring for airborne contaminants and requirements to convey to workers the hazards associated with the operation. Only a one (1) day supply of flammable/other hazardous material shall be kept at the job site. All other job stock of flammable/other hazardous material shall be stored in accordance with applicable OSHA standards at an on-Depot location remote from the job site and approved by Mr. Joe Decristofaro, the Facilities Engineer POC,

(904) 838-0183.

3.1.4.5. Material Safety Data Sheets. The Contractor shall submit current

Material Safety Data Sheets for all materials, including substitutions, prior to use on the project.

3.1.4.6. Grinding, Flame Cutting and Welding Process: Welding, cutting or use of flame devices require prior approval of the Jacksonville Naval Air Station Fire Department, Fire Chief, and shall be performed in accordance with AWS Z49.1 (2005). A welding screen shall be used whenever welding is being done. The Contractor shall have a firewatcher on duty whenever there is welding, cutting or open flame devices being used. The fire watcher shall have contractor supplied fire extinguisher with him during all grinding/flame cutting and welding operations. After welding is complete, the contractor shall maintain a fire watch for minimum 30 minutes after completion of work. Failure to follow this procedure may result in removal of personnel responsible permanently from the installation. At no time will Contractor use, or block installed fire equipment, valve houses, or post indicator valves unless authorized by the Fire Department.

3.1.5 Cleanup: The job site shall be cleaned at the end of each day of all debris (concrete chips, dirt, dust, water, etc.) and waste material (metal, wood, plastic, packaging, packing, solvents, etc.) created by the installation of the racks. The Contractor shall maintain the work site and premises in a clean and neat condition during contract performance.

3.1.6 Removal of Waste and Debris: All on-site waste and debris generated in performing this contract shall be disposed of off-site at Contractor arrangement and expense.

3.2 Rack Components: Rack installation shall comply with ANSI MH16.1 – 2008. The

Contractor is responsible for ensuring that all equipment is designed and installed to work with GFE regular 6 K forklifts.

3.2.1. Sheet Metal Cassette Tower: The frames are the following size. The sheet metal cassette tower shall be design to hold 21 each 12’ x 5’ x 2” cassettes with a total storage height of 2 inches per cassette. The upright total height shall be maximum 14 feet and the weight capacity per rack unit shall be minimum 105,000 lbs. The rack system shall be designed to be loaded and off-loaded with a standard 6 K counterbalanced forklift. The rack tower shall have a back stop to ensure when the operator is loading that the tray cannot be pushed through the back of the upright. The cassette tower shall meet the following minimum requirements.

Cassette Type: Classic Size: 144 ins. x 60 ins.

Payload: 5000 lbs. per tray Filing Height: 2 ins.

Lift space between levels 4 ins.

Cassette Weight: 520 lbs. nominal Number of Cassettes 21 Tower Lift Height: 12 ft.- 10 ins.

Tower Overall Height: 14 ft.

Number of Base Towers: 39 (CLIN 0001) Total Number of Cassettes: 21 per tower Cassette Weight Capacity: 5,000 lbs.

3.2.2 Sheet Metal Cassettes: The sheet metal cassettes shall be deigned to hold 144 ins.

x 60 ins. sheet metal loads stacked maximum 2 ins. high. Each cassette shall be of rugged steel construction designed to hold up to a 5000 lb. load. The forklift pockets shall be deigned to be loaded/off-loaded with standard 6K counterbalanced forklift. The cassette shall also have minimum 2 in. high sides and a back to ensure that if the sheet metal shifts that it stays in the trays. Loads shall range from 8 ft. x 4 ft. to 12 ft. x 5 ft. Trays shall be designed to easily be retrieved/stowed in the rack tower. The storage cassettes shall be conveyable on 68 ins. wide gravity pallet conveyor with 4 in. roller centers. The trays shall have the following minimum requirements:

Cassette Type: Classic Size: 144” x 60” Sides and Back Walls: 2 ins. high Forklift pocket: Designed for a standard 6K counterbalanced forklift Finish: Galvanized steel or powder coat paint finish

3.2.3 Accessories: The Contractor shall supply all fasteners, anchor bolts, nuts, small leveling shims, etc., required to properly install and secure racks to meet standards.

3.2.3.1 VACU‐HOIST SYSTEM FOR RECEIVING AND PACKING

The contractor shall supply a 45 ft. long overhead bridge crane system equipped with a vacuum assisted lifting device for lifting sheets of steel and aluminum. Also, three 15 ft. long, 68 ins. wide gravity roller conveyor sections will be supplied for the pack stations.

3.2.3.1.1 OVERHEAD BRIDGE FOR VACUUM ASSISTED LIFT

DEVICE

Two overhead rails shall be at-least 45 ft. long east-west direction and span 10 ft. wide (north-south direction) so the steel or aluminum sheets can be accessed with the vacuum assisted lifting device. The two rails shall support one independent trolley and each trolley shall support one vacuum assisted lifting device and the rated load. The system shall allow the lifting device independent movement in the east-west direction (45 ft.)

The system shall be floor mounted, support its own load including all festoon systems plus the single lifting device and 125 pounds maximum of material per device.

3.2.3.1.2 VACUUM ASSISTED LIFTING DEVICE

The contractor shall install one lifting device on the overhead bridge crane system. (Paragraph 3.2.3.1.1). The device shall be a self-contained air suction system that quickly lifts, moves, and lowers up to 125 lbs. of material to and from the pallets/crates that the sheets are stored on. The aluminum/steel sheets shall range in size from 4 ft. wide x 8 ft. long to 5

ft. wide by 12 ft. long. The weights shall range from 50 to 125 lbs. The device shall allow operators to change attachments and regulate vacuum to lift or balance the aluminum/steel sheets. Each device shall be supported by a trolley. The device shall include the following features:

Safety valve that traps vacuum and safely lowers the load.

One lever control system that lifts, lowers, and releases.

Pure vacuum hold and lift that eliminates load stress.

High air/low vacuum that provides a minimum 3 to 1 hold/lift ratio.

Connect/release action that permits a minimum of 10 cycles per minute.

Lever control that balances the load and allows the operator to lower the load onto the pallet, slave pallet or shipping container.

Suction foot creates an immediate seal upon load contact.

Variable length lift and suction tubes for a minimum vertical lift of

5 ft.

Air flow shall be a minimum of 200 CFM.

Vacuum pump shall provide a minimum of 15 inches of mercury

(50-55% vacuum) at required air flow.

Electrical parameters shall be 277/480 volts, three phase, 30 amps maximum draw.

On/Off switch shall be provided at a protected ergonomic location to turn equipment off when not in use.

The contractor shall supply an air compressor with a dryer sized to operate the vacuum lift system.

3.2.3.1.3 GRAVITY CONVEYOR WORKSTATIONS WITH IN-LINE

SCALE

Three 15 ft. long x 68 ins. wide gravity conveyor packing conveyor sections shall be supplied and installed that are nominal 30 inches high.

These conveyor sections shall be positioned underneath the overhead bridge crane system as shown in Bays A-D 9 on drawing number 21-3-1.

The gravity pallet conveyor shall nominal 68 inches wide with a nominal 1-1/2” W x 3-1/2”H x 10-gauge galvanized steel frame and 11-gauge rollers that are minimum 60 inches, maximum 61 ins. wide spaced on maximum 4-inch centers. An in-line pallet scale shall be mounted at the base of middle gravity conveyor section. The scale shall consist of a heavy-duty industrial type of floor mounted base unit of approximately 48 inches x 144 inches or combination of two load cells nominal 48 inches x 72 inches and a mounted digital display indicator adjacent to the worktable. Components shall be connected via heavy duty cable and connectors. Unit capacity shall be at-least 6000 lbs. Unit accuracy shall be plus or minus 1.0% of the measured weight. The mount display shall be positioned for normal viewing range of an operator. Unit display shall be capable of both pound and kilogram units of measure, shall be equipped with a push button zero, and tare mode indicator of gross, net and tare.

3.2.3.2 WORKSTATION EQUIPMENT

The various pieces of equipment listed will be installed by the Contractor as necessary to create a work environment that fosters conducive worker productivity and efficiency. All interfaces between the operators, the workload, and the installed system will be optimized to produce a layout using effective and approved ergonomic principles. The workstation equipment will be used for Government operations of computers and printers in a material handling operation. All IT equipment (computers and printers) will be provided by the Government as GFE.

3.2.3.2.1 WORKTABLES

The Contractor will provide 2 assembled tables for the packing conveyor system. The tables will have a walnut Formica top for uniformity, adjustable table legs, a back stringer and one drawer. All non-painted surfaces must be galvanized. The tables will have the following features:

WALNUT FORMICA TOP OVER STEEL TABLETOP:

The high-density Formica top must be attached directly over a fabricated

12-gauge steel top rated at 250 lbs. per sq. ft. The top will be warp and splinter proof and resistant to impact, moisture, and oils. Overall tabletop dimensions will be 72” wide by 30” deep.

TABLE LEGS:

Table legs with supports will be fabricated from 16-gauge steel (minimum) and be adjustable from 30 ¾” to 34 ¾”. Cross support members will be welded or bolted to vertical legs for strength and durability. The legs must bolt to the tabletop and allow for mounting of a back stringer.

BACK STRINGER:

Stringer will be fabricated from a minimum of 16-gauge steel, 4” to 7” wide that will hold the legs rigid. It must bolt to the back legs.

DRAWER:

There will be two drawers per worktable with all mounting hardware included. The drawers will operate on ball bearing rollers within its own case. Automatic stops will be installed that limit the drawer travel.

Drawer size will be nominal 17 ¼” wide x 20” deep x 6 ½” high. Drawer must also have a built-in lock.

3.2.3.2.2 INDUSTRIAL CHAIRS

The Contractor will supply 2 assembled chairs for use with the worktables.

Each chair must provide functional ergonomic seating, be engineered to maximize comfort, and increase productivity. It will be built to withstand heavy industrial use. The seat height, back depth lumbar tilt, and seat pan tilt must be adjustable by the operator while seated to meet their requirements. The chair will 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”. Pneumatic lift will provide at least 6” of adjustment with a lever control. The center support column will be adjustable at least 12” for high or low seating. Micro cellular, self-skinning polyurethane will be molded over the seat, back and footrest. The seat must be a minimum 17” wide x 16” deep and have contoured support with waterfall front. The back of the chair must be a minimum of 15” wide x 12” high with tilts for lumbar support and contain available adjustments for height. The chair will 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 must be highly impact and oil resistant.

3.2.3.2.3 FLOOR MATS

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

3.2.3.2.4 ELECTRICAL SERVICE TO EQUIPMENT

The Contractor must provide all services necessary to establish electrical service from the existing wall mounted electrical panels to point of use for all installed equipment. This requirement includes electrical service support necessary to operate GFE. At a minimum two dedicated power source quadruple receptacles 120 VAC, 20 amp for ADP equipment spaced minimum six inches apart adjacent to each of the two worktables for the pallet packing conveyor shall be supplied.

3.3 Rollable Depalletization Station: The contractor shall supply two relocatable depalletizing stations. The system shall support one steel storage cassette and shall have sufficient support bars to support a 5,000 lb. sheet metal pallet load (12 ft. long x 5 ft. wide x 4 ins. load height). The operator will place the pallet on top of the support bars, break the pallet lose, remove the pallet then lift the steel storage cassette with the forklift up to the height of the load, take the cassette off the depalletization station, then store the pallet load of sheet metal in the rack system.

3.4 Weigh Scale to Check Cassette Loads: The contractor shall provide weigh scale consisting of the following:

a. Two Pennsylvania model 6600 or equivalent mild steel floor scales measuring 48” x 72” and a weight capacity of 10,000 lbs.

b. One Pennsylvania model 7600 or equivalent count and weight indicator, 304 SS Washdown Housing which can be bench or floor mounted.

c. 1 Remote SS NEMA 4X junction box.

d. Scale shall be factory calibrated.

e. Scale shall have quick disconnect cables to the junction box and indicator.

f. Unloading and install shall be by the contractor.

3.5 Building 109 Floor Testing for Capacity: If awarded the contractor shall perform core drilling at six locations in the rack storage area and perform dynamic cone penetrometer (DCP) testing to evaluate the subgrade soils. The hand boring will be extended to a planned depth of about 5 ft. below the base of the concrete slab.

The boring will be augured to the assigned depth or auger refusal, whichever comes first. Compressive strength testing will be performed and reported for each of the cores received. The contractor shall fill in the holes with concrete patch. The contractor shall adjust the size of his foot plates for the rack system according to the results of the floor capacity study and shall be responsible to ensure that the rack capacity is compatible with the floor capacity. A written report shall be submitted and signage at each rack end row shall be provided and installed which will state the rated capacity per storage level and the total rated rack section capacity.

3.6 Demo of pallet rack rows 1-4: If awarded, the contractor shall demo rows 1-4 and the in-rack sprinkler system in these rows. There are four levels of flue and face in-rack sprinklers in each rack section. There are 25 rack sections and one half section per row with solid decking and 14 storage levels. In order the remove the in-rack sprinkler system the contractor shall drain the system, reconnect the main header so rows 5-18 in-rack sprinkler system is operational.

Testing will be required with the NAVFAC Fire Protection Engineer to ensure the sprinkler system is operational.

3.7 Demo of pallet rack in rows 5-13: If awarded, the contractor shall demo rows 1.5 sections of racks at the south end of pallet rack rows 5-13 and the in-rack sprinkler system in these rack sections. There are four levels of flue and face in-rack sprinklers in each rack section and 14 storage levels. In order to remove the in-rack sprinkler system heads, the contractor shall drain the system and reconnect the main header, so rows 5- 18 in-rack sprinkler system is operational.

There is a main header for the in-rack sprinkler system at each double rack row at the half section on the south end that will have to be moved 1.5 rack sections northward to keep the in-rack sprinkler system in rows 5-13 operational. Testing will be required with the NAVFAC Fire Protection Engineer to ensure the sprinkler system is operational.

4. Quality Assurance Provisions:

4.1. Inspection: Inspection of the rack installation and rack functional usage will be performed by the COR, Mr. Timothy D. Flynn, DM-FDI, to ensure materials and services conform to this Statement of Work. Failure of the system to pass inspection shall be cause for rejection.

4.2. Documentation: The Contractor shall obtain and submit to the COR all documentation required for the installation of the pallet racks.

4.3. Partial Acceptance & Government Occupancy: Government will provide a building section to the Contractor for installation of racks while continuing to operate in the rest of the building. The Contractor shall provide Government occupancy to the portion of the building section’s racks after successful completion of each installation and inspection.

4.4. Final Acceptance: Final acceptance will be granted after the Contractor has completed all provisions contained in this SOW and upon successful completion of Building 376 Sheet Metal Rack Storage System installation and inspection.

4.5. Contractor Deliverables:

4.5.1. The Contractor shall install and make operational the rack systems in Building

109 as required by paragraphs 3.2 IAW the installation schedule provided under Paragraph 3.1.3.4.

4.5.2. The Contractor shall submit electronically an Installation Schedule and Layout

Drawings (AUTOCAD, Version 2018 or later) including anchor patterns for rack components i.e., base plates for uprights, guide rails and end of aisle guide rails radii to the Government Representative or designee for review and acceptance at least 5 days before beginning work.

4.5.3 Rack capacity signs: At both end of each rack row, laminated rack capacity sign shall be mounted. In addition, all the sheet metal cassettes shall have capacity labels position between the fork pockets that states the capacity of each cassette is 5,000 lbs.

5. Personnel

5.1 Project Manager

5.1.1 The Contractor shall provide a Project Manager who shall be responsible for the performance of this contract. The name of the person and alternate(s) who shall act for the Contractor when the manager is absent shall be designated in writing to the Government Representative or designee.

5.1.2 The Project Manager or alternate shall have full authority to act for the Contactor on all contract matters relating to the performance of this contract.

5.1.3 The Project Manager or alternate shall be available during normal duty hours within 1 hour of notification to meet on the installation, if necessary, with the Government Representative or designee to discuss problem areas. The Contractor shall provide telephone numbers of the Project Manager and alternate(s) who shall be available within 2 hours after normal working hours.

5.2 Contractor Personnel

5.2.1 All references in this SOW to “Contractor Personnel” include both Contractor employees and subcontractors. Contractor personnel shall wear required Government furnished badge and be easily recognized. This may be accomplished by Contractor personnel wearing distinctive clothing bearing the name of the company and/or by wearing appropriate badges which contain the company name and employee’s name.

5.2.2 The Contractor shall not employ any person who is an employee of the United States

Government if the employment of that person would create a conflict of interest, nor shall the Contractor employ any person who is an employee of the Department of Defense, either military or civilian, if such employment would be contrary to the policies contained in Defense Logistics Agency Regulations (DLAR) 5500.1, STANDARDS OF CONDUCT.

5.2.3 Contractor personnel shall comply with directives pertaining to operation of privately owned vehicles while on the DDWG installation.

5.2.4 The Contractor shall assure that Contractor personnel completely understand the requirements of this Statement of Work and all personnel prior to installation shall undergo a security background check prior to entrance onto the base.

6. Security Requirements

6.1 All contractor personnel shall complete and submit to the COR, the Naval Station Jacksonville Security Form at least 5 days prior to arrival to the site. Each employee must pass the background check in order to gain base access.

6.2 The security affidavits shall be furnished to the COR within 5 days from the date of projected start of work on site. As Contractor personnel changes occur, the Contractor shall new affidavits to the COR within five (5) working days. The prompt submission of this information will keep to a minimum any delay and inconvenience to the Contractor and Contractor personnel in performance of the contract.

6.3 Contractor personnel on the first day they report for work shall bring the following documents (driver’s license and original social security card) to the NASJAX security office and at that time a background check will be performed. Contractor personnel must bring personal identification to the NASJAX Security Office for badge photographs and identification. Contractor personnel operating motor vehicles on the installation shall provide a valid Driver’s License, vehicle registration, and proof of insurance. All contractor vehicles driven onto the installation will be required to have current state registration and proof of insurance. These vehicles are required to be registered for passes with the Pass and ID Office before access is granted to the installation. The Pass and ID Office hours of operation are 0700-1500 Monday through Friday and closed Saturday, Sunday, and all Federal Holidays. After receiving a vehicle pass and badge and passing the background check, the Contractor shall access the installation only through the Main Truck Gate. Before reporting to Building 109 for work, the contractor shall visit the security office in Building 110 and meet with Mr.

Joe Decristofaro to receive a DDJF Contractor Badge to gain access to the building.

This badge must be worn at all times while working in the building to ensure that only authorized personnel are working in the building. Any additional questions shall be directed to the Government Representative or designee.

6.4 The Contractor and Contractor personnel shall comply with all security requirements imposed by the DDJF and NASJAX Commanders at all times while on base.

Contractor personnel involved in civil crimes and/or other incidents of misconduct will not be granted access to the installation. The Contractor is responsible for ensuring the badges are returned within three days of employee termination or contract completion.

6.5 The Contractor shall prohibit the use of Government issued Access Cards by any persons other than DDJF and NASJAX approved Contractor personnel.

End of SOW