A1.5 Specifications 6.18.19.pdf

N66001-19-Q-6356

Attachment 1 SPECIFICATIONS

Requirements for Delivery and Installation of a Prefabricated Semi-Permanent Wet Chemistry Laboratory

Naval Information Warfare Center (NIWC) Pacific needs procure and install a semi-permanent wet chemistry laboratory space in Building 998 in Pearl City, HI to support ongoing and future Command, Control, Communications, Computer, Intelligence, Surveillance, and Reconnaissance (C4ISR) research and development. The following requirements must be satisfied to meet this need.

1. Prefabricated Semi-Permanent Steel Laboratory Enclosure

a. The size of the enclosure shall fit within a footprint measuring 20 feet by 30 feet. Height of the enclosure shall be a minimum of 9 feet.

b. The enclosure shall have a sloped roof to provide for drainage sufficient to prevent standing water and weather proof.

c. The roof panel will be 2.0mm thick die-stamped steel sheets having about 6.0mm upward smooth camber, welded together to form one panel and continuously welded to the top side rails and top end rails. All overlapped joints of inside unwelded seams caulked with rubber sealant.

d. Each corner of the roof in the vicinity of top corner fitting reinforced by 3.0mm thick rectangular steel plate to prevent the damage caused by mishandling of lifting equipment.

e. Under-structures and base flooring shall be all steel with surfaces prepared and finished for corrosion protection as follows;

i. All steel surfaces - prior to forming or after - will be fully abrasive shot blasted conforming to ASTM Standard to remove all rust, dirt, mill scale and all other foreign materials.

ii. All door hardware will be protected via hot-dip galvanizing to provide a zinc coating of at least 75 microns thickness.

iii. All fasteners such as self-tapping screws and bolts, nuts, hinges, cam keepers, lashing fittings will be electro-galvanized to provide a zinc coating of a least 13 microns thickness.

iv. After completion of flooring, all the understructures and floor will be coated with minimum 230 microns dry film thickness bituminous coating over a zinc-rich primer with minimum 20 micron thickness

v. Exterior framing will be coated with an acrylic coating with a 50 micron minimum thickness over an epoxy primer with a minimum thickness of 35 microns. This epoxy primer is to be applied over a zinc rich primer with a minimum thickness of 20 micron.

vi. Interior framing will be coated with an epoxy coating with a minimum thickness of 50 microns over a zinc-rich primer coating with a minimum thickness of 20 microns

f. Walls shall be constructed such that powder-coated steel facing the interior and exterior of the enclosure. Individual wall panels shall be a minimum of 60 millimeters (mm) thick and contain mineral wool insulation.

g. Noticeable finish variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved samples and are assembled or installed to minimize contrast.

h. The enclosure shall have a steel frame support system (20' clear span) and a steel base.

i. Flooring in the enclosure shall be constructed to the following specifications

i. Floor joists: Shall be minimal 100 mm X 50 mm X 6 mm thick with 406 mm spacing center line.

ii. Floor substrate: Shall be 20 mm thickness cement board covered with vinyl flooring.

j. Primary and secondary components and structural framing members, roof, wall and liner panel assemblies, clips, closures and other accessories shall be standard products of a single source from a single manufacturer to operate as a complete system for the intended use.

k. Anchor points shall be provided to secure the enclosure to an existing concrete slab or foundation.

l. Access to the enclosure shall be provided by two openings

i. One opening shall be a single people door, half lite constructed of heavy duty steel with stainless steel hinges. The window opening shall be fitted with tempered glass.

ii. One opening shall be a double door opening with double doors constructed of heavy duty steel and of the half lite configuration. The window openings in each door shall be fitted with tempered glass. The door shall be hung with stainless steel hinges.

m. The enclosure shall be constructed of modular units that are relocatable by forklift or crane. Partial disassembly is acceptable during relocation.

n. Laboratory shall be configurable, stackable, and capable of being extended for future expansion of the laboratory, with capability to add internal walls. The criteria for this requirement is that modular units can be added in the future to extend the length of the laboratory that is contiguous and seamless.

o. Each relocatable module shall have forklift pockets that are a minimum of 360 mm wide and 115 mm high. These pockets shall be spaced 2,050 +/- 50 mm apart when measured center to center.

p. Electrical service shall be provided according to the following requirements

i. A minimum of 12 duplex electrical outlets (5-20R) shall be provided on the interior of the laboratory structure. 4 of these outlets shall be on dedicated 20 amp electrical circuits and labeled. Quantity and location of outlets to be determined during engineering review.

ii. Lighting is to be provided by LED energy efficient lights.

iii. A breaker panel (UL listed) shall be provided. All electrical wiring and conduit shall be of commercial grade.

iv. All electrical work shall meet or exceed local and national electrical codes.

v. The contractor shall provide all electrical components to interface with existing facility power.

q. The laboratory shall be equipped with HVAC capability that meets ASHRAE requirements.

i. Climate control shall be provided to maintain internal enclosure temperature between 69°F and 75°F. Relative humidity inside the enclosure shall be maintained between 25% and 60%.

ii. Galvanized ventilation ducting shall be provided for a glove box enclosure and routed to the exterior roof line.

iii. Stainless steel ventilation ducting with a minimum 12 inch diameter shall be provided for a chemical fume hood and routed to the exterior roof line.

iv. Galvanized ventilation ducting and blower shall be provided to provide fresh air change out of the enclosed space at a rate of 6-10 times per hour. The blower motor shall be located outside.

v. A damper system shall be provided to adjust and balance ventilation rates.

vi. Intake vents shall be located on the walls or ceiling of the enclosure to provide fresh air makeup.

r. Water service shall be provided on the interior of the enclosure to provide service to sink hardware and water purification system. Water service components (pipe, fittings, etc.)

shall be rated for potable service and marked. Materials and components to interface with existing facility infrastructure to be provided by the contractor.

i. Valves shall be provided on supplies to equipment and fixtures. Valves 65 mm and smaller shall be bronze with threaded bodies for pipe and solder-type connections for tubing. Valves 80 mm and larger shall have flanged iron bodies and bronze trim. Pressure ratings shall be appropriate to application.

s. A sink constructed of chemically resistant materials such as epoxy or phenolic resin shall be provided and installed on appropriate casework. A laboratory-grade faucet shall be provided and connected to provided water service.

t. A drain and waste system shall be provided at the location of the sink and routed to the exterior of the enclosure. Materials and components to interface with existing facility infrastructure to be provided by the contractor.

u. Drain and waste system, including fittings and piping, shall be constructed from a single material that is chemically resistant such as chlorinated polyvinylchloride, polyethylene, or polypropylene. Components should conform to applicable ASTM and ASME specifications.

v. Three modular laboratory workstations are to be provided for the interior of the enclosure. These workstations are intended to be movable and reconfigurable to accommodate current and future workspace needs.

i. These workstations must reside in a 48” x 30” footprint.

ii. All workstations stations and accessories shall be standard products from a single source and manufacturer and intended for use as a complete system.

iii. All workstations shall have a chemically resistant work-top constructed of epoxy or phenolic resin.

iv. Workstations shall be height adjustable.

v. Workstations shall be outfitted with electrical raceway containing a minimum of

3 electrical outlets rated for 20 amp service.

vi. Workstations shall have storage space for project materials in the form of a movable pedestal that also has a chemically-resistant work top and at least 3 drawers.

w. Two additional modular laboratory workstations are to be provided for the interior of the enclosure.

i. These workstations must reside in a 72” x 30” footprint.

ii. All workstations stations and accessories shall be standard products from a single source and manufacturer and intended for use as a complete system.

iii. All workstations shall have a chemically resistant work-top constructed of epoxy or phenolic resin.

iv. Workstations shall be height adjustable.

v. Workstations shall have storage space for project materials in the form of two movable pedestals that also have a chemically-resistant work tops.

x. One additional modular laboratory workstation is to be provided for the interior of the enclosure

i. This workstation must reside in a 72” x 60” footprint.

ii. This workstation and accessories shall be standard products from a single source and manufacturer and intended for use as a complete system.

iii. This workstation shall have a chemically resistant work-top constructed of epoxy or phenolic resin.

iv. This workstation shall be height adjustable.

v. This workstation shall have storage space for project materials in the form of two movable pedestals that also have a chemically-resistant work tops.

vi. This workstation shall be outfitted with electrical raceway containing a minimum of 3 electrical outlets rated for 20 amp service.

vii. This workstation shall have storage cabinets mounted above the chemically-resistant worktop.

y. One additional modular laboratory workstation is to be provided for the interior of the enclosure. This workstation are intended to be movable and reconfigurable to accommodate current and future workspace needs.

i. This workstation must reside in a 36” x 30” footprint.

ii. The workstation and accessories shall be standard products from a single source and manufacturer and intended for use as a complete system.

iii. The workstation shall have a chemically resistant work-top constructed of epoxy or phenolic resin.

iv. The workstation shall be height adjustable.

v. The workstation shall be outfitted with electrical raceway containing a minimum of 3 electrical outlets rated for 20 amp service.

vi. Workstation shall have storage space for project materials in the form of a movable pedestal that also has a chemically-resistant work top and at least 3 drawers.

z. A chemical fume hood with integrated explosion-proof blower shall be provided and connected to stainless steel ventilation.

i. Laboratory fume hoods, auxiliary systems, and associated equipment shall meet the requirements of NFPA 70 and NFPA 45.

ii. The fume hood shall be installed on a 72” x 30” x 1.25” epoxy work surface.

iii. The epoxy work surface shall be installed on two 36” wide support cabinets.

iv. A GFCI electrical outlet, airflow monitor, and sash stop shall be included and installed in the fume hood.

v. Light fixture to be provided with Vapor proof, fluorescent, with cool white lamps and switch located on fixture exterior

vi. front of hood, or in recess of base cabinet.

vii. exterior to working area.

viii. Safety sash shall be manufactured from clear, fully tempered safety glass conforming to or exceeding specifications in ASTM C1048.

ix. Airflow monitor shall ensure detection and alarm for insufficient air velocities caused by failure of supply, exhaust system, or dirty filter.

x. Duct stub shall be provided such that the collar size is suitable for 12” stainless steel ductwork. Material of the collar should be the same as hood interior or metal coated with epoxy having corrosion resistance comparable to finish on fittings in hood.

xi. Casework, work surface, fume hood, and accessories shall be supplied from the same manufacturer and intended for use as a complete unit.

xii. Field tests for fume hood operation and performance shall meet the requirements of ACGIH-2097.

aa. Two emergency shower and eyewash stations shall be provided and connected to water service

i. The emergency shower and eyewash shall be one combination eyewash/shower system.

ii. Mounting shall be to the floor per manufacturer recommendations.

iii. One station shall be located inside the enclosure and one station shall be located exterior to the structure within close proximity of a door opening.

iv. The eyewash/shower shall meet flow requirements given by ANSI Z358.1.

bb. Fire protection shall be provided for the enclosed area.

i. Laboratory space shall be equipped with fire extinguishers and smoke detectors in accordance with fire protection requirements for temporary structures.

ii. Laboratory space shall have sprinkler system that meets local NAVFAC requirements.

iii. Contractor to provide sprinkler drawing with proposal.

cc. Water purification system shall be provided for providing ultrapure water.

i. The water purification system shall be capable of delivering Type 3 and Type 1 water directly from industrial potable water without additional treatment. Type 1 and Type 3 waters are defined by ASTM D1193.

ii. The system shall be capable of Type 1 water production rates of at least 5 liters per hour.

iii. The system shall be equipped with a 30-liter reservoir system for storing Type 1 water.

iv. The system, without the reservoir, shall occupy a footprint no larger than 24” x 12”

v. The system shall be equipped with a UV treatment system to remove organic contaminants.

vi. The system shall be equipped with a remote dispenser.

vii. The primary system components and accessories shall be supplied by a single manufacturer and source and intended to be used as an integrated unit.

dd. Network and telephone connectivity shall be provided inside the enclosure. Components and materials to connect to existing building services shall be furnished by the contractor.

2. Engineering Design

a. Unless specified, all engineering designs and floor plans should meet applicable local and national building and safety codes.

b. Submit installation drawings for utility and service systems in accordance with the manufacturer's recommended instructions.

c. Contractor shall verify locations of all framing and opening dimensions by field measurements before fabrication and installation.

d. Elevation drawings, floor plans, full electrical drawings to include outlet location and electrical load calculations shall be submitted in AutoCAD 2015 and pdf format.

e. Fire Sprinkler System plans must be submitted in AutoCAD 2015 and pdf format.

f. Rigging drawings for units must be submitted in AutoCAD 2015 and pdf format.

g. All plans and drawings shall be submitted with the contractor’s proposal for review, evaluation of technical acceptability.

h. Upon initially reporting for work after award, the contractor supervisor shall report to the

Naval Information Warfare Center (NIWC) Pacific technical authority (TA). Contractor shall provide final drawings for customer approval prior to start of work. During the period of performance, the contractor supervisor shall directly communicate with the TA on a weekly basis to discuss work status, issues, and concerns.

3. Shipping/handling of all materials and equipment to NIWC facilities in Pearl City, HI is to be furnished by the contractor. Components, materials, equipment, and other manufactured items shall be packaged, stored, and delivered so as not to be damaged or deformed during transportation and handling.

4. Installation shall conform to the following requirements

a. All accessories to be compatible with the metal panels; sheet metal flashing, trim, metal closure strips, caps and similar metal accessories must not be less than the minimum thickness specified for the metal panels. Exposed metal accessories/finishes to match the panels furnished, except as otherwise indicated. Molded foam rib, ridge and other closure strips to be non-absorbent closed-cell or solid-cell synthetic rubber or pre-molded neoprene to match configuration of the panels.

b. Provide temporary shoring, guys, braces, and other supports during erection to keep the structural framing secure, plumb, and in alignment against temporary construction loading or loads equal in intensity of the building design loads. Remove temporary support systems when permanent structural framing, connections, and bracing are in place, unless otherwise indicated.

c. Erect wall panel system in accordance with the approved erection drawings, the printed instructions and safety precautions of the metal building manufacturer. Erect roofing system in accordance with the approved erection drawings, the printed instructions and safety precautions of the metal building manufacturer.

d. Work is to allow for thermal movement of the wall panel, movement of the building structure, and to provide permanent freedom from noise due to wind pressure.

e. Wall panels must be erected true and plumb and in exact alignment with the horizontal and vertical edges of the building, securely anchored, and with the indicated eave, and sill.

f. Ensure structural components are not to be subjected to overloading, abuse, or undue impact. Do not install bent, chipped, or defective components.

g. Anchor metal panels and other components of the work securely in place, using manufacturer's approved fasteners according to manufacturers' written instructions.

h. Install doors and frames plumb, rigid, properly aligned, and securely fastened in place according to manufacturer's written instructions. Coordinate installation with metal panel flashings and other components. Caulk and seal perimeter of each door frame with elastomeric sealant compatible with metal panels.

i. After erection, promptly clean, prepare, and prime or re-prime field connections, rust spots, and abraded surfaces of prime-painted structural framing and accessories. Clean and touch-up paint as needed.

j. Where dissimilar metals contact one another or corrosive substrates are present, protect against galvanic action by painting dissimilar metal surfaces with bituminous coating, by applying rubberized-asphalt underlayment to each surface, or by other permanent separation techniques as recommended by the manufacturer.

k. Separate waste in accordance with an approved waste management plan, placing copper materials, ferrous materials, and galvanized sheet metal in designated areas for reuse.

Close and seal tightly all partly used adhesives and solvents; store protected in a well-ventilated, fire-safe area at moderate temperature.

l. Collect and place scrap/waste debris in containers. Promptly dispose of scrap/waste debris. Do not allow scrap/waste debris to accumulate on-site; transport scrap/waste debris from Government property and legally dispose of them.

m. Install and test furnished equipment in accordance with manufacturer's recommendations

5. Defective work shall be remedied when identified. If inspection or test shows defects, such defective work or material shall be replaced or repaired as necessary and inspection and tests shall be repeated. Repairs to piping and ductwork shall be made with new materials.

6. Warranty shall be supplied for structure and applicable instrumentation/equipment

a. Contractor is to furnish manufacturer's no-dollar-limit warranty for the prefabricated laboratory enclosure system. The warranty period is to be no less than 1 year from the date of acceptance of the work and be issued directly to the Government.

b. The warranty must provide that if within the warranty period, the laboratory enclosure shows evidence of deterioration resulting from defective materials and/or workmanship, correcting of any defects is the responsibility of the manufacturer or contractor.

c. Repairs that become necessary because of defective materials and workmanship while prefabricated structure is under warranty are to be performed within 10 business days after notification, unless additional time is approved by the Government. Failure to schedule or perform repairs within 10 business days of notification will constitute grounds for having emergency repairs performed by others and will not void the warranty.

d. Contractor is to provide any manufacturer warranties on lab furnishings and equipment to the Government.

7. Contractor delivery schedule shall be as follows

a. The contractor shall deliver final plans and drawings for approval prior to installation of the laboratory enclosure

b. The contractor deliverable is the semi-permanent laboratory enclosure that meets the stated requirements. On completion of the deliverable and installation, the contractor will submit a contractor formatted Certificate of Acceptance (COA) to be signed by the customer.

8. The contractor shall have the following experience, compliance, and qualifications

a. Contractor shall have experience with Heating Ventilation and Air Conditioning (HVAC) ventilation, electrical design, plumbing design, and installing NAVFAC approved fire suppression installation in temporary structures.

b. Contractor shall maintain compliance with applicable security, occupational safety and health and environmental regulations and guidelines in NIWC Pacific.

c. Contractor shall provide the following qualifications for contractor personnel prior to commencing work as applicable:

i. Crane Operators License;

ii. Crane Operators Medical Certificate;

iii. Basic Rigging Certifications and Hand Signal Certification;

iv. If forklift will be used as a crane:

1. Third party Certification that forklift will be used in a crane like application; and

2. Certification of lifting jig to be used which also states that it can be used with forklift.

9. Upon initially reporting for work after award, the contractor supervisor shall report to the NIWC Pacific technical authority (TA). Customer shall provide final drawings for customer approval prior to start of work. During the period of performance, the contractor supervisor shall directly communicate with the TA on a weekly basis to discuss work status, issues, and concerns.

10. Contractor personnel performing this work on-site at NIWC shall be United States citizens.

11. The work history of key personnel must contain experience directly related to the task and functions he/she is required to perform under this task order. The Government reserves the right to request work histories on any contractor personnel for purposes of verifying compliance with this requirement. If the TA questions the qualifications or competence of any key personnel performing under this task order, the burden of proving that the person is qualified shall rest with the contractor. The contractor shall ensure a local project manager/supervisor is available to serve as a liaison between the Government and contractor personnel to coordinate efforts and communicate feedback and/or problems.

12. The following key personnel qualifications must be submitted with the proposal.

a. Temporary Structures Project Manager - Prior knowledge and 5 years of experience in managing and coordinating the installing of temporary structures, including fire sprinkler systems approved by NAVFAC, in Government facilities.

13. Prior experience in managing the installation of temporary structures in NIWC is desirable but not required.