Attachment 1 - Statement of Work (SOW).pdf

Statement of Work For

Racking Install from VA East Coast Contractor Operated Contractor Owned

(COCO) Site and Rack Installation at DLA Distribution Susquehanna, PA (DDSP), DLA Distribution Oklahoma City, OK (DDOO), DLA Distribution Richmond, VA (DDRV), DLA Distribution Warner Robins, GA (DDWG), DLA Distribution Jacksonville, FL (DDJF)

7 July 2022

Prepared By:

Defense Logistics Agency

DLA Installation Support for Distribution 430 Mifflin Avenue, Suite 2227

DM-FD

New Cumberland, PA 17070

TABLE OF CONTENTS

1. BACKGROUND

1.1. VA East Coast COCO transfer to DLA

1.2. Tear down and prep through Technica at COCO.

1.3. Installation by site.

1.3.1. DDSP; ME105

1.3.2. DDOO, Building 812

1.3.3. DDRV; Building 11

1.3.4. DDWG; Buildings 351 and 368

1.3.5. DDJF, Building 796

1.4. Glossary of Terms

2. REFERENCES AND STANDARDS

2.1. OSHA

3. REQUIREMENTS

3.1. Project Scope

3.1.1. CLIN0001, Installation, DDOO Building 812

3.1.2. CLIN0002, Installation, DDSP Building ME105

3.1.3. CLIN0003, Installation, DDJF, Building 796

3.1.4. CLIN0004, Installation, DDWG, Building 351

3.1.5. CLIN0005, Installation, DDWG, Building 368

3.1.6. CLIN0006, Installation, DDRV, Building 11

3.2. Rack Installation Sites

3.2.1. DDSP, Mechanicsburg, PA

3.2.2. DDOO, Oklahoma City, OK

3.2.3. DDRV Richmond, VA

3.2.4. DDWG Warner Robins, GA

3.2.5. DDJF Jacksonville, FL

3.3. Quantity

3.4. Applicable Documents

3.4.1. Attachments/Drawings

3.4.2. Attachments/Documents

3.4.3. New Parts Requirements

3.5. GENERAL REQUIREMENTS

3.5.1. Engineering Study

3.5.2. Signage

3.5.3. Pallet Rack, Components, Accessories, and Materials

3.5.4. Dimensions and Quantities

3.5.5. Racking Requirements by Installation Site

3.5.6. New Rack Components Requirements by Site

3.5.7. Site Specific Rack Installation

3.5.7.1. Upright Setup

3.5.7.2. Upright Construction

3.5.7.3. Bump Guards

3.5.7.4. New Components

3.5.7.5. Shelf Requirements

4. QUALITY ASSURANCE PROVISIONS

4.1. Inspection

4.2. Documentation

4.3. Partial Acceptance and Government Occupancy

4.4. Final Acceptance

4.5. Contractor Deliverables

4.5.1. Pickup shipments at VA COCO

4.5.2. Engineering Study

4.5.3. Installation Schedule and Drawings

4.5.4. As-Built Drawings

4.5.5. Signage

5. PERSONNEL

5.1. Contract Manager and Alternate Contract Manager

5.1.1. Contract Manager and Alternate Contract Manager.

5.1.2. Contract Manager Authority

5.1.3. Contract Manager Availability

5.2. Contract Manager Responsibility

5.2.1. Contractor Personnel Badging

5.2.2. Contractor Personnel Conflict of Interest

5.2.3. POV Operation on Site

5.2.4. SOW Understanding

6. SECURITY REQUIREMENTS

6.1. Contractor Personnel Security Access Vetting

6.2. Contractor Personnel and Personnel Vehicle Roster

6.3. Contractor Personnel Identification

6.4. Security Compliance

6.5. Unauthorized ID Use

7. GOVERNMENT POC’S

1. BACKGROUND: During the pandemic Defense Logistics Agency (DLA) assisted the Veterans

Administration (VA) in setting up a PPE and medical supplies operation to support VA operations throughout the East Coast. The site’s title was VA East Coast Contractor Owned Contractor Operated (COCO). The site was setup in a warehouse in Chambersburg with new pallet rack in an empty warehouse with approximately 73,000 pallet locations. The site has approximately 62,500 pallet locations in use and another 10,500 pallet locations unassembled on site. As requirements for pandemic support have eased, the VA is moving operations from the VA COCO to with DLA. The current site is slated for closure by December 31, 2022. All supplies and racking must be out of the COCO site by the end of 2022.

1.1. Transfer of Pallet Rack: Due to the COCO site closing, the VA has agreed to transfer all racking to DLA to use at in its distribution network. DLA has agreed to accept all charges associated with tear down, shipping, and installation of the pallet rack.

1.2. Tear down and prep for shipment will be handled through the VA COCO contractor, Technica.

1.3. Installation will be handled by DLA for the following sites as specified in this specification and applicable documents.

1.3.1. DDSP; ME105

1.3.2. DDOO, Buildings 812 and 416

1.3.3. DDRV; Building 11

1.3.4. DDWG; Buildings 351 and 368

1.3.5. DDJF, Building 796

1.4. Glossary of Terms

1.4.1. VA: Veterans Administration

1.4.2. DLA: Defense Logistics Agency

1.4.3. COCO: Contractor Owned Contractor Operated

1.4.4. PPE: Personal Protective Equipment

1.4.5. DDSP: DLA Distribution Susquehanna, PA

1.4.6. DDOO: DLA Distribution Oklahoma City, OK

1.4.7. DDWG: DLA Distribution Warner Robins, GA

1.4.8. DDRV: DLA Distribution Richmond, VA

1.4.9. DDJF: DLA Distribution Jacksonville, FL

1.4.10. PE: Professional Engineer

1.4.11. POV: Personally Owned Vehicle

1.4.12. SOW: Statement of Work

2. REFERENCE AND STANDARDS

2.1. Applicable Standards:

The latest edition of the following documents, form a part of this specification. Supplier is responsible for determining all codes and standards that are applicable.

Occupational Safety and Health Administration (OSHA)29 CFR 1910 - Copies may be obtained at http://www.osha.gov http://www.osha.gov/

3. REQUIREMENTS

3.1. Scope: This Statement of Work (SOW) covers the installation of pallet racks for six (6) buildings at five (5) Defense Logistics Agency distribution centers. The contract involves six (6) CLIN’s.

CLINs 0001 through 0003 are the base CLINs and CLINs 0004 through CLIN 0006 are the option CLINs. The locations for installation are as follows: Defense Distribution Susquehanna, PA, (DDSP) Mechanicsburg site, Building 105, Defense Distribution Oklahoma City, Oklahoma (DDOO) Building 812, Defense Distribution Richmond, Virginia (DDRV), Building 11. Defense Distribution Warner Robins, Georgia (DDWG) Buildings 351 and 368, and Defense Distribution Jacksonville, FL (DDJF) Building 796. Some new components are required such as wire decking and bump rail for installation shall be purchased and installed for each location. An engineering study for load capability of the rack shall be provided for each site. Load capacity signage shall be provided for each installation site as well.

Re- warehousing of current material stored at all sites is required by DLA before the pallet rack systems can be installed in the various buildings and is outside the scope of this SOW. All racking shall be taken apart and prepped for shipping to the five DLA distribution centers mentioned previously by the VA contractor outside of this scope. The required quantities by site shall be prepped at the COCO site and then shipped to the sites listed in attachment four (4) by DLA transportation. All shipping will be handled outside of this scope. Racking uprights shall be cut down for some of the sites as listed in the CLIN numbers below.

3.1.1. CLIN 0001: Install Rack System at DDOO: Installation of repurposed and new rack components at Building 812.

3.1.2. CLIN 0002: Install Rack System at DDSP: Installation of repurposed and new rack components at Building ME105. All uprights shall be cut to 12’. Refer to applicable documentation for all other details.

3.1.3. CLIN 0003: Install Rack System at DDJF: Installation of racking system both repurposed and new. All uprights shall be cut to12’. Refer to applicable documentation for all other details.

3.1.4. CLIN 0004: Install Rack System at DDWG: Installation of repurposed and new rack components at Building 351. All uprights shall be cut to 16’. Refer to applicable documentation for all other details.

3.1.5. CLIN 0005: Install Rack System at DDWG: Installation of repurposed and new rack components at Building 368. All uprights shall be cut to 18’ for 351 and 16’ for 368.

Refer to applicable documentation for all other details.

3.1.6. CLIN 0006: Install Rack System at DDRV: Installation of repurposed and new rack components at Building 11. All uprights shall be cut down as follows: 16’ on inside section of layout and 10’ on the sides. Refer to applicable documentation for all other details.

3.2. Rack Installation Sites: The rack installation sites shall be:

3.2.1. DDOO Oklahoma City, Building 812 in accordance with this Statement of Work and drawing.

3.2.2. DDSP Mechanicsburg, Building 105 in accordance with this Statement of Work and drawing.

3.2.3. DDJF Jacksonville, Building 796 in accordance with this Statement of Work and drawing.

3.2.4. DDWG Warner Robins, Building 351 and 368 in accordance with this Statement of Work and drawings.

3.2.5. DDRV Richmond, Building 11 in accordance with this Statement of Work and drawing.

3.3. Quantity: The contractor shall install, integrate, and make functional pallet rack systems in each location and building referred to in 2.1. Refer to storage rack layout drawings by site. Shipping quantities to each site are contained in Attachment four (4), kit quantities by site.

3.4. 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:

3.4.1. Site Specific Information: The following drawings/attachments shall be used for racking installation at the required sites.

3.4.1.1. Attachment 2a: DDSP Building. 105 Pallet Rack Layout

3.4.1.2. Attachment 2b: DDOO Building 812 Rack Requirements R2

3.4.1.3. Attachment 2c DDOO Building 812 Pallet Rack Layout

3.4.1.4. Attachment 2d: DDWG Building 351 Pallet Rack Layout

3.4.1.5. Attachment 2e: DDWG Building 368 Pallet Rack Layout

3.4.1.6. Attachment 2f: DDRV Building 11 Pallet Rack Layout

3.4.1.7. Attachment 2g: DDJF Building 796 Pallet Rack Layout

3.4.2. Attachments: Number of parts to be shipped to each location are included in Attachment 4 – Kit Requirements by Site.

3.4.3. New Parts Requirements: Some new parts shall be required at all locations to be included in the installations. Bump rails, spacers, and wire decking shall be needed at some or all sites.

Attachment 5 – New Part Requirements by Site shows new parts required by site.

3.4.4. Upright Change Notes: Some uprights require cutting to various heights. Attachment 6 - Upright Adjustment Notes provides notes on upright changes when specified for the various sites.

3.5. General Requirements:

3.5.1.Engineering Study: An engineering study show rack load capacity shall be provided for system provided by site.

3.5.2.Signage: Signage showing load capacity shall be provided with installation at each site.

3.5.3.Pallet Rack, Components, Accessories, and Materials: All pallet rack to be installed shall be repurposed from the rack taken down at the VA COCO site in Carlisle. Any other materials otherwise specifically stated, all items shall be new and of the most suitable grade for the intended purpose.

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

3.5.5 Racking Requirements by Installation Site: Utilize attachment four (4) for quantities of racking from the VA COCO site to be shipping and installed to each location.

3.5.6 New Racking Component Requirements by Site: Utilize attachment five (5) for quantities of new racking requirements to be installed for each location.

3.5.7 Site Specific Rack Installation:

3.5.7.1 All uprights for DDSP, DDRV, DDJF and DDWG shall be cut down from approximate 20’ height to specified heights. Uprights shall be anchored to the floor during installation. Rack system shall be comprised of uprights, cross supports, diagonal supports, shelf beams, shelf supports and all necessary hardware.

3.5.7.2 Uprights shall be cut down for the following sites as noted below:

• DDSP; ME105 Uprights shall be cut down to 12’ height. Cross bar supports shall be modified at top and bottom to provide optimal support for new height. See attachment six (6) (Rack photo with notes).

• DDRV; Building 11 Uprights shall be cut down to 12’ height. Cross bar supports shall be modified at top and bottom to provide optimal support for new height. See attachment six (6) (Rack photo with notes).

• DDWG; Building 351 Uprights shall be cut down to 18’ and 368 Uprights shall be cut down to 16’ height. Cross bar supports shall be modified at top and bottom to provide optimal support for new height. See attachment six (6) (Rack photo with notes).

• DDJF; Building 796 Uprights shall be cut down to 12’ height. Cross bar supports shall be modified at top and bottom to provide optimal support for new height. See attachment six (6) (Rack photo with notes).

3.5.7.3 Bump Guards / Forklift Bump Rails shall be purchased and installed in quantities specified in attachment five (5). Bump guards shall cover the length of each row on both sides of every row travelled by forklifts. They shall also cover the area at the front and back of each row. No installed racking shall be unprotected at the floor level.

• Rails are to be 3-inch x 5-inch x 3/8 inches thick x 120 inches (10 feet) long and are bolt together. The contractor shall be responsible to cut and re-weld the rail guide where required to add either tabs so the sections can be bolted together, or the splices shall be welded together.

• Each 10 ft. rail section shall be bolted together with 5/8” 11 UNCx2” Hex bolts with one lock washer and hex nut.

• The welds shall be solid through the entire thickness of the rail. The outside surface of the rail joints shall be ground down completely smooth to ensure that the weld does not wear the rail guide wheel of the stock selector. Welds shall be in accordance with AWS Z49.1 -2005.

• The rails shall be lagged down on 1 ft. centers (every bolt hole) the first 10 ft.

after the end radius on both ends of the rack. Inside the rack aisle after the first 10

ft. the rail shall be lagged on 2 ft. centers.

• The anchor bolts shall be supplied by the contractor and shall be 5/8” inch diameter by minimum 4 inches long. If the welds do not penetrate the entire thickness of the rail, are not completely smooth or the rail is not installed within the required tolerance, this shall be grounds for rejection of the pallet rack installation

3.5.7.4 Wire decks shall have 4 cross supports built in. The capacity shall be 2500 lbs. per deck. Each 9 ft. pallet rack section shall have 2 sections per beam level installed.

The wire decking shall have a powder coated gray finish or shall be galvanized and shall be waterfall type. The existing pallet rack beam is 9 ft. L x 4.75 In. wide but has no step for the deck cross supports. Wire deck shall be designed with a flat end to compensate for the beam not having a step for the cross supports for the decks.

The dimensions shall be 40” deep x 52” wide.

3.5.7.5 Steel End Radius Protectors shall be left and right sides. Each section is 2 ft. in diameter and has 5 holes for the lag bolts. The 5/8” x 4 in long lag bolts shall be installed in all holes. The left and right end radius sections shall be bolted together with a connector piece at both ends to account for the rack flue space. The end radius sections shall also be bolted with the rail guide at both ends of the rack aisle.

3.5.7.6 New components required vary by site. Contractor shall utilize attachment five (5) and applicable rack layouts for each site in ensure all required components are included for each site.

3.5.7.7 Pallet rack shelf requirements shall vary by site. DDOO requires 5 pallet shelves per two uprights for determining installation requirements. by site of the VA COCO racking. One shelf shall be at floor level. The VA COCO site utilizes 4 shelves, and the floor level does not use a shelf. Quantity requirements for this SOW are based on total available shelves not the VA COCO setup.

3.6. Special Provisions and Installation Requirements:

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

3.6.2 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. The Contractor shall provide compressed air and any additional power requirements.

3.6.3 Working Hours: The principal period of access to Building 105 for this contract is 8 1/2 working hours per day, Monday through Friday, from 7:00 AM through 3:30PM, 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 Juneteenth 19 June

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 COR 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 Contracting Officer or his representative at least 48 hours in advance to allow for the necessary arrangements to be made.

3.6.4 Installation Schedule:

Project start date: A pre-construction conference will be held at DDSP (New Cumberland and/or Mechanicsburg sites) after contract award.

Begin Tear Down at VA COCO Site July 2022 (Technica Contractor – not part of contract) Project Award August 2022

Begin Installation December 2022

Project Completion Date March 2023

Project installation completion date: 240 days after award

The VA COCO racking tear down start date is projected for July 2022. Continued coordination is required to ensure re-warehousing and preparation activities that are outside the scope of this SOW are completed before this project installation moves forward.

3.7 Government Furnished Supplies and Equipment:

3.7.1 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 Contracting Officer Representative 48 hours advanced notice of all Contractor material and equipment deliveries to work site.

3.7.2Safety 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 Government Inspector 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 Contracting Officer. The Safety and Health office personnel may inspect the worksite at any time for compliance.

3.7.3 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.

3.7.4 Contractor Material. Housekeeping shall be always maintained at a high level. Scrap, waste, and spoil material shall be removed daily.

3.7.5 Smoking is prohibited except in designated areas.

3.8 New Rack Components: Rack installation shall comply with ANSI MH16.1 – 2008.

3.8.1 Upright Frames: The upright frames shall be 12 ft. high.

3.8.2 Shelf Beams: Beams 9 ft. long shall be used; 3 levels shall be installed. The first level shall be the floor level. The second and third beam levels shall be 46 inches clear opening from the top of the lower beam to the bottom of the next.

3.8.3 Accessories: The Contractor shall supply all fasteners, anchor bolts, nuts, small leveling shims, etc., required to properly install and secure racks to meet standards. It is acceptable to use all hardware recovered during the tear down process at the VA COCO site.

3.8.4 Capacity: The capacity of the storage racks and components shall support load capacities IAW structural load data. Weight Capacity shall be provided in the included engineering report.

4 QUALITY ASSURANCE PROVISIONS

4.1. Inspection: Inspection of the rack installation and rack functional usage will be performed at DDSP New Cumberland by the Contracting Officer or the designated representative 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: The Contractor shall provide Government occupancy to Buildings 105 Storage 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 specification and upon successful completion of Bldg. 105 installation and inspection.

4.5. Contractor Deliverables:

4.5.1. The Contractor shall perform an engineering study on the newly installed storage racking system to determine maximum load capacity for each pallet space. The result of this study will be the basis for weight capacity signage, referenced below in Section 4.5.5. The study shall be signed and dated by a licensed PE.

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

(AUTOCAD, Version 2015 or later) including anchor patterns for rack components i.e., base plates for uprights, aisle spacing, rack spacing to the Contracting Officer for review and acceptance at least 10 days before beginning work.

4.5.3. The Contractor shall submit electronically As-Built Drawings (AUTOCAD, Version 2015 or later) to the Contracting Officer for review and acceptance within 30 days after rack installation and before final acceptance. These drawings shall be signed and dated by a licensed PE, licensed in the state where the installation took place.

4.5.4. The Contractor shall provide signage showing weight capacity per shelf and per rack system (System = A rack bay including all shelves per two uprights). A minimum of one sign per row of racking shall be required that is easily visible to forklift operators and warehouse personnel.

5 Personnel

5.1 Contract Manager

5.1.1 The Contractor shall provide a Contract Manager who shall be responsible for the performance of the replacement service. 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 Contracting Officer.

5.1.2 The Contract 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 Contract Manager or alternate shall be available during normal duty hours within 1 hour of notification to meet on the installation, if necessary, with Government personnel designated by the Contracting Officer to discuss problem areas. The Contractor shall provide telephone numbers of the Contract 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 that 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 (POV) while on the (DDSP New Cumberland site) installation.

5.2.4 The Contractor shall assure that Contractor personnel completely understand the requirements of this Statement of Work.

6 Security Requirements

6.1 DDSP uses RAPIDGate (http://www.rapidgate.com/) or equivalent for all security access vetting and registration. The general process steps are: 1) Contractor enrolls company in the RAPIDGate program, 2) Once your company is approved, employees can register for a credential at the NSA New Cumberland registration station (Pass & ID office), 3) Contractor employees their credentials to access facilities. Contractors are reminded that only valid REAL ID ACT credentials will be accepted to access DOD facilities. If RAPIDGate is not available, the TPOC will require information on each contractor to provide to the New Cumberland site’s Pass & ID office which includes Name, DoB, State/Country of birth and State License number for each contractor.

6.2 The roster of personnel and vehicles shall be furnished to the COR / TPOC at least 10 days prior to the start of work. As Contractor personnel changes occur, the Contractor shall provide an updated roster to the COR within two (2) 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 must bring personal identification and all completed forms to New

Cumberland’s Pass and ID Office at the Main Gate 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 vehicle decals and/or passes with the Pass and ID Office before access is granted to the installation. The Pass and ID Office hours of operation are 6:00 AM to 6:00 PM Monday through Saturday and closed Sunday and all Federal Holidays. After receiving a vehicle pass and badge to DDSP, the Contractor shall access the installation only through the Front Gate.

6.4 The Contractor and Contractor personnel shall comply with all security requirements imposed by the New Cumberland site at all times while on base. Contractor personnel involved in civil crimes and/or other incidents of misconduct may be restricted entry to the installation. The Contractor is responsible for ensuring the badges, DOD decals, and stickers are returned within http://www.rapidgate.com/) 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 DDSP approved Contractor personnel.

7 Government POCs:

POC for Mat’l Delivery is Al Aikman // (717) 836-5756

COR for Project is Al Aikman // (717) 836-5756

TPOC for DDOO is Joe Tomaszfski // (717) 719-2877 TPOC for DDRV/DDJF/DDWG is Tim Flynn// (717) 713-7123 TPOC for DDSP is Al Aikman // (717) 836-5756