PERFORMANCE WORK STATEMEN Final.docx
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- Solicitation number
- N62841SPP12
About this file
This Performance Work Statement (PWS) details a requirement for two Temporary Modular Trailer Facilities (TMTF) to be delivered and installed at Cape Canaveral Air Force Station in Florida. The project involves leasing two modular buildings totaling approximately 8,000 square feet to accommodate 66 staff personnel, with specific configurations including 58 workstations, private offices, a conference room, restroom facilities, and a communications room. The lease term is three years, with the contractor responsible for delivery, installation, and final dismantling and disposal upon lease completion.
Key technical specifications include buildings constructed to meet 2018 International Building Code standards, with specific requirements for electrical systems, voice and data infrastructure, HVAC, fire alarm systems, and accessibility features. The modular facilities must include metal doors, emergency exits, windows, gutters, a kitchenette, and carpet flooring. Strict security requirements are in place for personnel access to the base, including background checks and citizenship restrictions. The project is being solicited by the Department of the Navy Strategic Systems Programs, with the Contracting Officer identified as Natalie Lucas, and the contract is currently in the pre-solicitation phase.
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PERFORMANCE WORK STATEMENT (PWS)
REQUIREMENTS
1.0 Purpose.
The purpose of this statement of Objectives is the Government has a requirement for a Temporary Modular Trailer Facility (TMTF). The Government has a requirement for the delivery and installation of two TMTF with a three (3) year lease; and the final dismantling and disposal of the two TMTF upon completion of the lease. Under this effort the contractor is responsible for providing all personnel, supplies, and logistics for the completion of this project. Utility installations and final connections to the TMTF will not be performed by Contractor.
2.0 Place of Performance. The delivery and installation of the TMTF to site on Cape Canaveral Air Force Station (CCAFS), Florida.
3.0 Background. The TMTFs shall have the following attributes:
3.1 Minimum of total 8,000 Sq. Ft. to house approximately sixty-six (66) staff personnel. The intent of the design is for each building to be less than 5,000 Sq. Ft.
3.1.1 Fifty-eight (58) workstations approximately 6’x7’ each.
3.1.2 Three (3) private offices, which can accommodate two (2) workstations per office, approximately 6’x 7’ each.
3.1.3 Two (2) private supervisor offices, (1) one workstations per office, approximately 6’ x 7’ each.
3.1.4 Ancillary area for printers and file cabinets approximately 10’x 18’.
3.2 Minimum of one (1) Conference Room approximately 10’ by 18’.
3.3 Men and Women restroom facilities adequate to designed occupancy meeting all applicable legal/regulatory requirements, including the Architectural Barriers Act (ABA).
3.4 One (1) Communications Room per building within the TMTF for IT Network server and Telephone Network approximately 6’x8’. Door shall include a lock and key.
3.5 Buildings may be used or new and do not need to be all the same color. All buildings shall though be neutral colors.
4.0 ACCESS REQUIREMENTS
4.1 Construction Site Requirement
All on-site project work is confined to non-restricted areas. That is, no restricted area badge shall be necessary to accomplish the on-site work. However, normal access requirements into CCAFS must still be accomplished.
All personnel coming on site will need to submit to NOTU security all the information identified in Attachment 1 - NOTU Base Credential Request form - prior to coming on site. Individuals will not be allowed on base if they meet any of the following criteria:
a. Any active debarment from a military installation or facility.
b. Any individual with active wants or warrants from Federal, State, local, or other civil law enforcement authorities, regardless of offense or violation.
c. Any individual whose name appears on any Federal or State agency’s watch list or hit list for criminal behavior or terrorist activity.
d. Any individual whose claimed identity cannot be verified within 48 hours.
e. Any individual convicted of, or found not guilty by reason of insanity, of the following offenses:
(1) Espionage, sabotage, treason, terrorism, criminal homicide.
(2) Kidnapping, hostage taking, human trafficking or similar offense.
(3) Rape, sexual assault, sexual abuse, indecent exposure, child molestation, child-pornography, or similar offense. Registered sex offenders and predators will also be denied.
f. Any felony conviction of arson, aggravated assault, aggravated battery, armed robbery or similar offense within the past ten (10) years.
g. Any felony conviction within the last seven (7) years involving any of the following:
(1) Any firearms or explosives violation.
(2) Theft, deception, fraud, misrepresentation, falsehood, extortion or bribery.
(3) Drug possession with intent to sell or drug distribution.
h. Any misdemeanor conviction within the last five (5) years involving any of the following:
(1) Importation, distribution or manufacture of a controlled substance.
(2) Illegal possession or use of drugs/narcotics on more than one occasion.
(3) Three (3) or more misdemeanor convictions, excluding minor traffic infractions.
i. Incarcerated for 12 months or longer within the past seven (7) years, regardless of offense.
j. Any OPEN or UNKNOWN case, pending final adjudication, where the individual has been arrested of any of the above listed offenses.
4.2 Working Hours
Contractor shall work hours of 8:00 am to 4:30 pm Monday thru Friday. Work outside these hours must be approved in advance.
4.3 Security
All personnel working on site at Cape Canaveral Air Force Station shall be US Citizens or Naturalized Citizens and must be eligible to work on premises. Failure to comply with these requirements may result in termination of this contract or removal of contractor's employees from the site.
4.4 CCAFS VEHICLE INSPECTION
The Oversized Vehicle Search Area is located on State Road 401 near the Visitor Control Center. Manned Operating hours are scheduled from 0600-1700. For afterhours access, call CCAFS Security Forces at
(321) 853-2121 to coordinate entry. Mandatory inspection is required for all Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. Allow ample time for inspections, especially for the critical delivery period of mixed concrete. The government will not be responsible for rejected batches, caused by Contractor delays. Advance coordination is required.
4.5 CCAFS DELIVERIES
All deliveries of construction material and equipment to job sites (including cement trucks) shall use the CCAFS South Gate for access. To the maximum extent possible, deliveries shall be scheduled between 1000 and 1500 hours to avoid the peak traffic volume times. The operating hours for the Oversized Vehicle Search Area are 0600-1700.
The driver of each delivery vehicle and their passengers must have the following:
4.5.1 A valid photo ID;
4.5.2 A valid bill of lading;
4.5.3 A known delivery point on CCAFS; and
4.5.4 An on-base or local phone number and POC to vouch for delivery
Only deliveries that can be verified will be allowed to proceed. Special deliveries, deliveries after normal business hours, or deliveries that cannot negotiate through the barricades must be coordinated in advance.
All delivery vehicles shall be inspected by Security Forces personnel prior to being allowed to proceed onto the installation.
4.6 RESPONSIBILITIES:
The Government reserves the right to revoke badging authority, escort authority and/or base access privileges for any person, at any time and for any reason. Contractor understands that the Government has made every attempt to identify potential delays associated with background checks and badging requirements and those delays have been considered in the construction schedule. Delays resulting from the Contractor's failure to follow the badging guidelines above shall not be considered grounds for contract extension or compensation.
4.7 Site preparation:
Prepare site for the placement of the relocatable buildings on an existing asphalt parking area. Tie-downs will be required for anchorage. Analysis to determine capability of paved area to resist loads and/or new foundations above or below the existing paved area shall be determined by the contractor’s Designer of Record (DOR). The contractor’s DOR to provide blocking and tiedown requirement to meet current code. Pier spacing must be in accordance with the Manufacturer’s Installation Manual and/or State or local requirements.
Government will obtain an AF 103 Work Clearance Request prior to the start of construction. Excavation shall be accomplished only after the AF 103 is received and utility locates accomplished and then with extreme caution to prevent damage to the existing buried utilities in the area. All excavation must be further approved by daily contact with Cape Support (321-853-5211). If unidentified underground utilities are encountered during excavation, notify the Contracting Officer and cease operations until they are properly identified.
5.0 General Requirements.
5.1 The Contractor is responsible for all labor, equipment/tools, materials, site clean-up, and disposal of waste materials necessary for set-up, and removal of the TMTF.
5.2 The contractor will be required to provide a Proof of Liability Insurance Certificate upon award of contract.
5.3 The contractor shall repair any damage to Government property, which includes but is not limited to grounds, roadways, curbs and sidewalks.
5.4 The contractor shall provide its own restroom accommodations, if needed, during delivery, installation, and dismantling and disposal.
5.5 The contractor shall remove and clean up all indicators of TMTF installation work such as haul roads, work areas, and vestiges of installation work resulting from this contract including: remove all labels, vacuum floor, strip, 2 coats sealer and 3 coats wax on all vinyl composite tile, upon completion of work as directed by the Contracting Officer (CO) or Contracting Office Representative (COR).
5.6 The contractor shall promptly notify the CO and COR concerning any issues that would adversely impact the contractor's ability to meet and satisfy the Government’s requirements.
5.7 Contractor must notify the CO and COR of any utility interruption 2 days in advance.
5.8 Normal operations of the campus must be kept in operation while the construction is being performed.
5.9 The contractor must supply any temporary equipment or work needed to keep operations functioning with respect to utility interruptions. Roads and parking areas must be kept operational except for short durations and then only one lane closure is acceptable. Contractor must comply with base safety and construction policies and with all state and federal safety requirements.
5.10 It is the Contractor’s responsibility to ensure it has all the necessary transportation permits for all vehicles, materials, and equipment required to meet the Government’s requirements.
6.0 Technical Requirements.
6.1 Design and Code Criteria:
Buildings will be constructed to meet or exceed standards as defined in 2018 IBC Occupancy Group B, and Type V-B construction. The intent of the design is for each building to be less than 5,000 Sq. Ft. If the building is over 5,000 sq. ft., UFC 3-600-1 section 9-7.2.1.3 must be followed. The buildings are built in compliance with Florida state modular program. The Trailer Facilities are within allowable story and floor limits for Occupancy and Type. The Trailer buildings are not subject to progressive collapse requirements (less than 3 stories). The Trailer buildings are not subject to Anti-Terrorism Force Protection (ATFP) requirements due to both the nature of the structures (relocatable building) and duration of intended use (5 years or less) in UFC 4-010-01 Minimum Antiterrorism Standards for Buildings.
The relocatable buildings shall meet the applicable requirements of the following design loads and building codes listed below:
UNIFIED FACILITIES CRITERIA (UFC):
UFC 3-120-10: Interior Design 15 June 2006; Change 1, 01 July 2007 UFC 3-190-06: Protective Coatings and Paints 16 Jan. 2004 UFC 3-101-01: Architecture 28 Nov. 2011; Change 4, 06 March 2019 UFC 3-301-01: Structural Engineering 1 June 2013; Change 4, 1 November 2018 UFC 3-600-01: Fire Protection Engineering for Facilities 08 August 2016; Change 3, 10 May 2019 UFC 1-200-01: DOD Building Code General Building Requirements 20 June 2016; Change 1, 01 February 2018 International Code:
International Building Code, Building (IBC) 2018 International Fire Code, (IFC) 2018 International Plumbing Code, (IPC) 2018 International Mechanical Code, (IMC) 2018 National Fire Protection Association:
NFPA 101, Life Safety Code 2018 NFPA 72, National Fire Alarm Code 2016 NFPA 1, Fire Code 2018
Design Wind Load: Reference - ASCE 7-10 Ultimate Wind Speed, Vult __________________________________ 146 MPH Nominal Wind Speed, Vasd _________________________________ 126 MPH Exposure Category ______________________________________________ C Occupancy Risk Category _________________________________________ II Enclosure Classification _________________________________ ENCLOSED Internal Pressure Coefficient _______________________________ + and - 0.18
6.2 Exits and Doors
6.2.1 Emergency Exit: Single 3’-0" x 6'-8" painted metal door.
6.2.1.1 Doors shall be equipped with an automatic, non-hold door-closer which shall be installed internal to the Facility.
6.2.1.2 Provide with lockable lever hardware with removable cores (See paragraph below on Cylinders and Cores).
6.2.1.3 Hinges shall incorporate non-removal hinge pins
6.2.2 Interior Lockable Doors (Offices, Comm Restrooms): 3’-0” x 6’-8” Solid Core Prefinished Wood w/ Alum Frame.
6.2.2.1 Provide with lockable lever hardware with removable cores (See Section 6.2.4).
6.2.3 Entrance Door: 3’-0" x 6'-8" 18-gallon painted reinforced metal door w/ 16-gallon HM frame as configured on drawing.
6.2.3.1 Door shall be equipped with an automatic, non-hold door-closer which shall be installed internal to the Facility.
6.2.3.2 Door shall be equipped with emergency egress hardware on the inside.
6.2.3.3 Door shall have cypher lock with removable cores (See Section 6.2.4).
6.2.3.4 Hinges shall utilize non-removable hinge pins.
6.2.4 Cylinders and Cores: Provide fully compatible cylinders with products of the Best Lock Corporation with interchangeable cores which are removable by a special control key. Factory set the cores with seven pin tumblers using the A4 system and F keyway. Submit a core code sheet with the cores. Provide master keyed cores in one system for this project. Provide construction interchangeable cores.
6.2.5 Keys: Furnish seven change keys for each interchangeable core, furnish two control keys, six maters keys, and six construction master keys. Stamp each key with appropriate key control symbol and "U.S. property - Do not duplicate." Do not place room numbers on keys.
6.3 Electrical
6.3.1 Panels: Provide and install interior sub panels and transformers, sized per section 6.1. Provide and install mounted main distribution panel (MDP) as or if required. Connect sub panels to MDP or disconnects on site as required. Provide one final connection point for all buildings provided.
6.3.2 Main Building panel: Provide and install exterior/interior MDP for a single point of connection ready for final utility connection.
6.3.3 Service connections: Provide and install conduit and wire to connect sub panels to MDP.
6.3.4 Ground: Provide and install service ground rod at each MDP.
6.3.5 Transformers - regulators: Provide, install and connect all necessary transformers.
6.3.6 Circuit wiring: Per code #12 AWG wire or greater.
6.3.7 Conduit: EMT, MC cable.
6.3.8 Interior lights: 2' x 4' recessed lights in all conference rooms and to include dimmers for lights.
6.3.9 Exit signs: As required by Section 6.1.
6.3.10 Emergency lights: 2' x 4' recessed lights with battery back-up, per code.
6.3.11 Receptacles: 20-amp, 125 VAC, two pole, 3 wire installed as per code. Also install 4 receptacles per ancillary area.
6.3.12 Dedicated receptacles or circuits: Dedicated wired j-box in ceiling above fire alarm panel location prep for installed fire alarm system. Provide dedicated wired j-boxes in ceiling for cubicle power interconnection at a rate of two workstations per circuit.
6.3.13 Exterior Outlets: Install outlets at exterior perimeter at the following locations:
6.3.13.1 Near front entrance.
6.3.13.2 Adjacent to each HVAC unit.
6.4 Voice & data: Provide and install boxes at designated office equipment (printer, etc.) locations with home run capability (via conduits and/or cable trays) to Data/Comm Room.
Provide and install j-boxes above ceiling or under floor at all cubicle locations for interconnection to workstations. Each cubicle requires capacity for 3 cables (Cat 6 Cable).
Provide home run capability (via conduits and/or cable trays) to Data/Comm Room.
Provide, install and interconnect cable trays and conduits above ceiling or under floor between modular units.
6.5 Emergency Systems
6.5.1 Fire Alarm: Provide and install fire alarm devices as required by applicable code. If fire sprinkler system is required, provide and install protection flow switch connected to fire alarm panel.
6.5.2 Fire Alarm Connection: Provide devices (Siemens transmitter) to communicate fire alarm signals to base Fire Department. Provide all interconnecting conduit and wiring within the building for a complete, working system. If a non-Siemens panel is used then the system is required to include Siemens wide area input/output module (Part # 500-234968) for reporting through copper lines. All devices shall be in accordance with UFC 3-600-01.
6.5.3 Fire sprinkler system: Buildings shall be sized so that a fire sprinkler system will not be required.
6.5.4 Electrical Utility Connection: Provide a new service entrance panel on the modular office exterior wall.
6.6 Other Technical Requirements
6.6.1 Fire extinguishers: As required per NFPA 1, Fire Code 2018
6.6.2 Emergency exit stairs/ramp: Provide metal (galvanized steel or aluminum) landing with ABA stairs/ramp with handrails at main entrance to facility. All other emergency exit locations shall have metal landing with stairs with handrails. Utilize open stair tread material for stairs/landing.
6.6.3 Water heaters: Multiple electric sized appropriate for use requirements and conditions.
6.6.4 ABA grab bars: Brushed, stainless steel, per code
6.6.5 Rest room accessories: Dual roll toilet paper holder at each toilet. Paper towel/soap, dispensers, and mirrors.
6.6.6 HVAC: Wall mount Electric HVAC Package Unit. Quantity and sized to be determined by Mechanical designer. In addition to the calculated building loads, 1 tons of cooling should be allotted to the Communications Room. All HVAC units to be interconnected to single HVAC emergency shutoff located at front entrance.
6.6.7 Windows: Each working area shall include at least four (4) windows except each private office (including supervisor offices) windows are not required. All windows shall provide natural light.
6.6.8 Gutters: There shall be at least gutters covering each entrance and exit for each building.
6.6.9 Kitchenette: Only one (1) kitchenette is required in the facility. The kitchenette area shall include the following:
6.6.9.1 A sink with a water heater that fits.
6.6.9.2 A counter top with a length of a minimum of four (4)’.
6.6.9.3 Space for a standard 36” full size refrigerator.
6.6.9.4 Two (2) ground fault circuit interrupt receptacles.
6.6.10 Flooring: Flooring throughout the buildings shall be carpet.
6.6.11 Skirting: Each building shall include skirting vents and access panel installed in the skirting.
7.0 Testing
Upon completion, the building and utility systems shall be tested in accordance with the proposed tested plan provided in the Contractor’s proposal in the presence of the COR to ensure all components and systems are functioning properly. Provide the COR three (3)-business day advanced notice to be present for testing. Contractor shall perform utility testing with a Contractor provided generator for the power, and shall pressurize the water system using potable water from a Contractor provided portable water tank. During the sewer system testing use only potable water and use only enough water to ensure the system is working correctly. The water from the sewer system test may run onto the ground.
7.1 Closeout
The Contractor shall test, certify, and document the new system as applicable and in accordance with requirements herein all deficiencies shall be corrected prior to punch list acceptance and approval.
Contractor shall submit all Warranties (CDRL A001). Contractor shall submit Operations & Maintenance Manuals (CDRL A002).
Remove surplus materials, tools, and equipment. Remove installation-related stains, marks, and dirt from surfaces impacted by the work. Repair or replace all damage to wall, floor and ceiling finishes to match existing conditions. Prior to turning over the work, the Contractor shall provide final cleaning and vacuuming to restore work areas to neat conditions ready for occupancy. Test results must meet all requirements for contract to be complete.
8.0 QUALITY ASSURANCE
8.1 Contractor Performance Appraisal Reporting System (CPARS) Past performance information will be collected and maintained under this contract using the Department of Defense CPARS. CPARS is a web-enabled application that collects and manages the contractor’s performance information on a given contract during a specific period. Additional information is available at https://www.cpars.gov. After contract award, the contractor will be given access authorization by the respective Strategic Systems Programs (SSP) focal point, to review and comment on any element of the proposed rating before that rating becomes final. Within 60 days after contract award, the contractor shall provide in writing (or via e-mail) to the Contracting Officer the name, title, e-mail address and telephone number of the company individual(s) who will have the responsibility of reviewing and approving any CPAR developed under the contract. If, during the life of this contract these company individual(s) are replaced by the contractor, the name, title, e-mail address, and telephone number of the substitute individuals will be provided to the Contracting Officer within 60 days of the replacement.
9.0 DESIGNATION OF CONTRACTING OFFICE’S REPRESENTATIVE (COR)
The Contracting Officer has designated the person named below as the authorized COR for this contract:
COR
NAME: TBD
The COR will be designated by the Contracting Officer upon award. The COR will represent the Contracting Officer in the administration of technical details within the scope of this contract and will perform inspection and acceptance of all deliverables. The COR are not otherwise authorized to make any representations or commitments of any kind on behalf of the Contracting Officer or the Government. The COR do not have the authority to alter the Contractor’s obligations or change the scope of the contract. If, as a result of technical discussions, it is desirable to revise the contract, a modification must be issued in writing and signed by the Contracting Officer. The COR are responsible for reviewing the invoices submitted by the Contractor and informing the Contracting Officer of areas where exceptions are to be taken. The COR authority are non-delegable. The COR may be personally liable for unauthorized acts. The responsibilities of the COR will be identified in their designation letter.
10.0 AUTHORIZED CHANGES ONLY BY THE CONTRACTING OFFICER
The Contracting Officer is the only person authorized to approve changes in any of the requirements of this contract and, notwithstanding provisions contained elsewhere in this contract, said authority remains solely with the Contracting Officer. In the event the contractor effects any change at the direction of any person other than the Contracting Officer, the change will be considered to have been made without authority and no adjustment will be made in the contract price to cover any increase price incurred as a result thereof. The address and telephone number of the Contracting Officer is:
NAME: Natalie Lucas ADDRESS: 81701 Pier Rd
TELEPHONE: 321-399-6174
EMAIL: natalie.lucas@ssp.navy.mil
11.0 ORGANIZATIONAL CONFLICT OF INTEREST (OCI)
11.1 For purposes of this contract, "organizational conflict of interest” means the definition of that term in FAR part 2.
11.2 The Contractor warrants that, to the best of its knowledge and belief, and except as otherwise set forth in this contract, it does not have any organizational conflict of interest. If the Contractor discovers an actual or potential organizational conflict of interest with respect to this contract, it shall make an immediate and full disclosure in writing to the Contracting Officer. Such disclosure shall include a description of the action that the Contractor has taken or proposes to take to avoid, eliminate, or neutralize the conflict.
11.3 The Contractor shall ensure that these OCI requirements are incorporated into all subcontracts, at all tiers, and all other agreements, which relate to the performance of this contract.
11.4 The Contractor shall not submit a bid or respond to any solicitation released by SSP without prior coordination and written approval by the Contracting Officer to ensure no OCI is present and to determine if a mitigation strategy is required.
12.0 ADDITIONAL INFORMATION
12.1 Contractor Identification
Contractor personnel shall (a) identify themselves as Contractor personnel by introducing themselves or being introduced as Contractor personnel and displaying distinguishing badges or other visible identification for meetings with Government personnel, and (b) identify themselves as Contractor personnel in telephone conversations and in formal and informal written correspondence with Government personnel including e-mails.
13.0 Contract Data Requirements List (CDRL)
The Contractor shall deliver all data set forth in the Contract Data Requirements Lists (CDRLs), DD Form 1423, attached as Exhibit A as identified in the Statement of Objectives
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