Statement of Work-Purchase Trailers Final.docx

STATEMENT OF WORK/PERFORMANCE WORK STATEMENT

HEADER

1. INTRODUCTION

This project consists of the purchase, installation, maintenance and break-down required to provide temporary office space for up to one-hundred sixty-eight (168) personnel on the Naval Surface Warfare Center, Corona Division (Corona Division) site. This will be located within the secured fence area to the north of Building 506.

2. BACKGROUND

The temporary office space will be reserved to provide swing-space necessary to complete building renovations and modifications outlined within the facility five-year plan. Though traditionally provided through each individual construction contract, the amount of renovations requiring building evacuation planned would require extensive land improvements to house each contracts swing-space. Additionally, the recurring costs of mobilization, assembly, disassembly, and de-mobilization would prove to be a wasteful use of funds. This long-term swing-space will be capable of providing all necessary requirements for temporary moves and be capable of rapidly adjusting for future projects when needed, keeping contracts on-time and reducing complexity.

3. SCOPE

This project consists of the purchase, installation, maintenance and break-down required to provide temporary office space for up to one-hundred sixty-eight (168) personnel on the Corona Division site.

4. APPLICABLE DOCUMENTS

https://www.wbdg.org/FFC/DOD/UFC/ufc_1_200_02_2020_c2.pdf No Date

5. REQUIREMENTS

1. PROJECT DESCRIPTION

The primary components of the project are as follows:

Modular Office Complex (192’ x 60”), 16 Units, 60’ x 12’ each to total 11,520 Square Feet (SF).

1.1 Building Design

1.1.1 Fire Suppression

1.1.1.1 Must comply with UFC 3-600-01.

1.1.1.2 Contractor shall provide a wet pipe, automatic fire sprinkler system that complies with all current building codes.

1.1.1.3 Contractor shall provide a Digital Alarm Communicator Transmitter (DACT) fire panel and monitoring alarm system capable of connecting to an automated response system.

1.1.1.4 A fire protection engineer will be required to ensure that the appropriate measures are taken to install a fire sprinkler system to current building code along with all necessary elements for egress.

1.1.2 Anti-Terrorism Standards

1.1.2.1 Must comply with UFC 3-600-01.

1.1.3 Restrooms

1.1.3.1 Contractor shall install solid surface countertops with back and end splashes as needed and structural support with three (3) 19” x 21” integral sinks with strainer drain (no pop ups). This will include new angle stops, supply lines, P-traps with American with Disabilities Act (ADA)/Architectural Barries Act (ABA) covers and ADA/ABA paddle handle faucets. Sinks will have appropriate aerators to be water efficient fixtures.

1.1.3.2 Contractor shall install four (4) commodes in the female restroom and two (2) commodes, and three (3) urinals in the male restroom.

1.1.3.3 Contractor shall design toilet partitions, urinal partitions and all amenities so that at least one stall will meet the minimum ADA/ABA requirements, including grab bars, double toilet paper dispenser and toilet seat protection covers dispenser.

1.1.3.4 Contractor is responsible for all restroom accessories to make the restroom completely full and usable. This includes but is not limited to the following: toilet paper holders (standard size roll), toilet seat cover dispensers, napkin receptacles (women’s toilet stalls), hooks, etc.

1.1.3.5 Toilets and urinals shall be low flow and meet ADA/ABA requirements (One of each per restroom).

1.1.3.6 Contractor shall include a mirror above each sink.

1.1.3.7 Contractor shall include a paper towel dispenser (bi-fold) and trash receptacle in each restroom.

1.1.3.8 Contractor shall include exhaust fans that meet or exceed UFC 3-410-01.

1.1.4 Breakroom: Contractor shall provide a breakroom per architectural concept in the temporary building. This will include:

1.1.4.1 One (1) sink with two (2) sides. One side shall include a garbage disposal.

1.1.4.2 Space for one refrigerator with dedicated circuit.

1.1.4.3 Space for two (2) microwaves with dedicated circuits.

1.1.4.4 Dedicated circuit for one (1) coffee maker.

1.1.4.5 Countertop with cabinet storage below and above.

1.1.4.6 Ground Fault Circuit Interrupters (GFCI) outlets with dedicated circuit throughout the room.

1.1.4.7 One (1) bi-fold paper towel dispenser.

1.1.5 HVAC: Central HVAC system shall be included and must conform to ASHRAE 62.1 standards for office space. The units shall not be visibly attached to the exterior of each section.

1.1.5.1 Windows: Exterior windows shall be at least 4’ x 4’ spaced 10’ on center around the exterior. Exterior windows must not have any bar coverings.

1.1.6 Exterior Styling

1.1.6.1 Siding: Exterior siding shall be aesthetically pleasing, and options discussed with project manager prior to assembly.

1.1.6.2 Skirting: Contractor shall provide and install exterior skirting that extends from the bottom of the siding to the ground and fully surrounds the assembled building. Contractor shall provide, in addition, one (1) crawl space entrance on every third section placed.

1.1.6.3 Landscaping: Contractor shall restore landscaping to previous condition after installation and removal.

1.1.7 Interior Styling

1.1.7.1 Flooring

1.1.7.1.1 Office and Hallways: Contractor shall provide carpet tiles and 4” cove base in a neutral palette with subtle pattern that easily hides dirt and stains.

1.1.7.1.2 Breakroom, Bathrooms, and Telecom room: Contractor shall provide Inlaid sheet flooring with matching 4” cove base.

1.1.7.2 Window Coverings: Contractor shall provide Manual rolling shades for each window. If conference rooms have windows, blackout shades will be installed in the conference rooms.

1.1.7.3 Lighting: Contractor shall provide LED lights, installed with motion sensors.

1.1.7.4 Walls shall be drywall with textured plater finish similar to existing buildings and painted white.

1.1.8 Electrical Layout

1.1.8.1 Contractor shall provide outlets along all walls at standard height and spacing.

1.1.8.2 Contractor shall provide six (6) floor mounted outlets centralized on each desk station per architectural concept.

1.1.8.3 Contractor shall provide GFCI outlets in kitchen/breakroom and restrooms.

1.1.8.4 Contractor shall provide LED lighting throughout the space with ceiling mounted occupancy sensors for energy management.

1.1.8.5 Lighting fixtures shall, at proper intervals, have emergency battery back-up with self-diagnostics.

1.1.8.6 All emergency lighting and exit signs shall be tied into a dedicated breaker and be properly labeled.

1.1.9 NMCI/ VoIP/RDT&E

1.1.9.1 Contractor shall provide three (3) server racks in the Information Technology (IT) room.

1.1.9.1.1 Rack #1 shall be designated as Navy Marine Corps Intranet (NMCI). Rack #2 shall be designated for Voice over Internet Protocol (VOIP) and Rack #3 designated for Research, Development, Test and Evaluation (RDT&E) 1 and 2 networks.

1.1.9.1.2 Racks shall be 42 Rack Units high, 750MM wide, 1070MM deep.

1.1.9.1.3 Minimum front spacing from wall to rack front shall be 36”. Minimum spacing from wall to rack rear shall be 36”. Require minimum 42” at one end of the row. Other row end can be butted up to the wall.

1.1.9.1.4 Reference APC Model 3150 Racks.

1.1.9.2 Communications infrastructure and telecommunications room shall be constructed in accordance with UFC 3-580-01. Contractor shall provide cat 6, plenum rated cable for all voice and data jack installations: (1 ea.) NMCI, (2 ea.) RTD&E, (1 ea.) Voice. Data cables shall be terminated by the contractor at both ends with sufficient extra cable at the equipment cabinets for Government personnel to provide final equipment connection.

1.1.9.2.1.1 Contractor shall terminate all cables in the server racks using contractor provided CAT6 rated 24 port PoE+ compliant, EIA/TIA 568B compatible 1U patch panels.

1.1.9.2.1.1.1 Contractor shall use TIA-568-B patch panels and punch down specifications.

1.1.9.2.1.1.2 Reference Model# N252-P24 Tripp Lite 24-Port Cat6 Patch Panel Rackmount 110 RJ45 Ethernet 1U 568B TAA.

1.1.9.2.2 Contractor shall provide Cable Management for each rack. Rack #1 NMCI, Rack #2 VOIP, Rack #3 RDT&E.

1.1.9.2.2.1 Rack #1 Cable management will be done per NMCI requirements and specifications.

1.1.9.2.2.2 Rack #2 Cable management for the rack will be done using a vendor supplied horizontal tray bay, 2U in size between the 24(1U) port patch panel and each switch(1U), this 2U bay should allow the patch cable’s excess slack to be retained out of site when patch cables are connected vertically between patch panel and customer supplied switch. Refer to elevation diagram provided for design specs.

1.1.9.2.2.2.1 Reference Model# NP2 Neat-Patch for each horizontal 2U tray bay.

1.1.9.2.2.3 Rack #3 Cable management will be done using a vendor supplied vertical tray system on each side with a hinged cover compatible with server rack that allows excess slack to be retained vertically along the side when patched from vender supplied 24U patch panel and customer supplied switch. Vendor will also supply a 2U horizontal cable manager between every 4th 24U patch panel. Vendor will supply 1U horizontal cable manager after every switch allocated 1U space. Refer to elevation diagram provided for design specs.

1.1.9.2.2.3.1 Reference Part# AR7581A for vertical cable manager.

1.1.9.2.2.3.2 Reference Part# QHF19-02-190 for horizontal cable management 2U format.

1.1.9.2.2.3.3 Reference Part# QHF19-01—50 for horizontal cable management 1U format.

1.1.9.2.3 NMCI cables (blue) will be installed in Rack #1.

1.1.9.2.4 VOIP cables (white) in Rack #2.

1.1.9.2.5 RDT&E (grey) cables will be installed in Rack #3, in a continuous grouping (RDT&E1 and RDT&E2).

1.1.9.2.6 All cables shall be tested in accordance with ANSI/TIA-1152 with test results provided to respective owners.

1.1.9.2.7 Contractor shall coordinate with NMCI, RTD&E and telephone personnel for cable numbering.

1.1.9.2.8 NMCI installation shall be in accordance with UFC 3-580-10, design: NMCI standard construction practices.

1.1.9.3 New communication backboards in IT room as shown on concept floorplan. Backboard shall be ¾” fire rated.

1.1.9.3.1 Outside Plant (OSP) fiber optic and copper cables shall be mounted on the backboard.

1.1.9.3.2 The OSP copper shall be terminated on a Protected Entrance Terminal (PET) that is bonded to the Primary Bonding Busbar.

1.1.9.3.3 The OSP fiber optic shall be terminated in a wall mounted cross connect box.

1.1.9.3.4 Contractor shall bring over a 24 strand Single Mode cable from Building 505. Termination in Building 505 will be SC connectors. Terminations in Building 500 trailer will be SC connectors.

1.1.9.3.5 Contractor shall bring over a 12 pair copper line from Building 505 and mounted on the backboard in TR. A 12 pair copper connection point will be made available in Building 505.

1.1.9.4 Two (2) 20 Amp circuits shall be provided for each rack.

1.1.9.4.1 Circuits to be mounted in a double duplex receptacle.

1.1.9.4.2 Power receptacles shall be hung from ceiling in “whips”, above the racks, with enough length in the whips to reach the floor inside the racks.

1.1.9.4.3 Contractor shall install 20 Amp convenience power receptacles on each wall. See reference drawing.

1.1.9.5 HVAC shall be provided to the TR using both building supply and returns. A secondary split system is required as a backup. ASHRAE guidelines for data processing environments shall be adhered to per TIA-569-D.

1.1.9.6 All cabling shall terminate in the IT room, coming up through the floor and into the racks with enough excess to make proper connections.

1.1.10 Installation / Placement

1.1.10.1 Minimum clearance of 12” must be maintained between lowest member of the main frame and graded area under the modular trailers.

1.1.10.2 Grading must slope water away from the modular trailer site.

1.1.10.3 At all pier pad locations, soil must be compacted to 95%.

1.1.10.4 No pier pads will be used. Acrylonitrile Butadiene Styrene (ABS) or concrete pads shall be used.

1.1.10.5 Minimum of two access panels/doors at the trailer skirting for access into the crawl space under the trailers.

1.1.10.6 Engineered Earthquake Restraining Bracing System (ERBS) shall be used for resisting seismic design loads. Contractor to install per manufactures installation instructions. ERBS shall be designed by professional engineer; Plans shall be stamped/signed.

1.1.10.7 Seismic and Wind calculations to be performed per IBC 2015.

1.1.10.8 Code of Federal Regulations, PART 3285-Model Manufactured Home Installation Standards shall govern installation.

2. PROJECT OBJECTIVES

2.1 Facility Function: These facilities will serve as temporary office space for Corona Division personnel as current buildings are renovated and new space is constructed.

2.2 SAFETY REQUIREMENTS

2.2.1 The contractor is responsible for ensuring that all work under contract meets Federal Occupational Safety and Health Administration (OSHA) standards. The contractor is responsible for ensuring safe work performance of employees and subcontractors and bears sole responsibility for the safety of its employees. The contractor is expected to take all steps necessary to establish, administer, and enforce safety rules that will meet the current requirements of Federal OSHA.

2.2.2 All construction type activities shall follow the safety guidelines of EM385-1-1 (US Army Corps of Engineers Safety and Health Requirements Manual) and shall be consulted for a variety of hazardous activities associated to the statement of work.

2.2.3 The contractor is responsible for ensuring that all work under contract meets state OSHA standards and local requirements such as the states of Washington OSHA (WISHA), California OSHA (Cal/OSHA), Nevada OSHA (NVOSHA), or Hawaii OSHA (HIOSH) as applicable. These standards will apply for any contractor activity on federal property within the respected state.

2.3 Sustainable: To the greatest extent practical, integrate sustainable strategies and features into the design to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort to reduce the total cost of ownership of the project. Ensure sustainable strategies and features in the design phase are incorporated in the construction phase.

2.3.1 Energy Conservation: Energy conservation shall be in accordance with UFC 1-200-02. Design Energy Conservation.

2.3.2 Contractor shall provide a power metering device on the exterior of the building in compliance with UFGS 26 27 13.10 30 Section 2.1.

2.4 Building Commissioning: All systems and functions shall be verified with Government prior to acceptance.

2.5 Accessibility Requirements: Barrier-free design should be in accordance with the requirements of the Uniform Federal Accessibility Standards (UFAS) as required by 42 U.S.C. 4151-4157, Architectural Barriers Act of 1968, and consistent with the 29 U.S.C. 794 Rehabilitation Act of 1973, but also meet the requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAG). Use the criteria that provide the greatest barrier-free design requirements. The soon to be released DOD Accessibility Standards will implement the US Access Board’s update of the ABA and ADA guidelines and supersede the requirements noted above.

2.6 Appropriate Design:

2.6.1 Design shall conform to the standard Performance Technical Specifications.

2.6.2 Design shall comply with all Unified Facilities Criteria (UFC).

2.6.3 All electrical work shall be done in accordance with city, state, and national codes to include but not limited to National Electrical Code (NFPA 70), California Rules for Overhead Electric Line Construction (GO-95) and California Rules for Construction of Underground Electric Supply and Communications Systems (GO-128).

2.7 Management and deliverables

2.7.1 Contractor shall conduct weekly update meetings with Government and provide up-to-date schedule at each meeting to identify potential issues and communicate progress

2.7.2 Contractor shall provide design drawings for approval at 60%, 90%, and 100% completion to ensure all requirements are met. Final drawings must be approved and stamped by a Professional Engineer.

2.7.3 Contractor shall provide As-Built drawings for all completed work in both PDF and AutoCAD format.

2.7.4 Contractor shall submit a Safety Program Plan to Government no less than 20 days prior to start of installation.

2.8 Hours of operation: Hours of Operation are Monday through Friday, 0730-1600 (not including all Federal or State Holidays).

ADDITIONAL INFORMATION

A. PERIOD OF PERFORMANCE

120 calendar days after NTP

B. PLACE OF PERFORMANCE

Corona Division 1999 4th St.

Norco CA, 92860

C. SHIPPING ADDRESS

Corona Division 1999 4th St.

Norco CA, 92860