2.2.1(c) Attachment C-Specs for Doors for Earle_07.28.26_OR.pdf

U.S. Department of Homeland Security/ FEMA Region II

1 World Trade Center, 52nd Floor New York, New York 10007.

Specifications for Exterior Door Replacement

Dated: July 28, 2026

1. Introduction

This requirement is to provide and install double acting automated access doors at both the front and side of the building to accommodate and maintain a safe FEMA workspace environment for staff to Building C-54 at Naval Weapons Station EARLE, in Colts Neck, NJ.

2. Instructions to bidders

A. Bidders are requested to submit an estimate for work as described in the “Statement of

Work” (SOW). The estimate shall include the cost of all labor, materials, equipment rentals, etc.

B. A mandatory site visit will be conducted. Contractors will provide a list of attendees, prior to site visit. Contractors are required to bring Identification to the site visit and are subject to vehicle inspection prior to being granted access to the base.

C. Before submitting a proposal, maximum of ten (10 pages), and drawings, the bidders shall carefully examine and visit the site at NWS Earle Colts Neck, NJ and check existing conditions during the site visit. The bidders will utilize the Earle Floor Plan (PDF document supplied by FEMA) as a tool in locating entrances in question. The Earle

Floor Plan identifies the approximate location of all spaces. Should the bidders find discrepancies in / or omissions from the scope of work listed below, bidder shall notify the Contracting Officer, who will send written instruction to all bidders regarding this discrepancy or omission.

D. The contractor is to submit product data and finish samples for approval prior to application or purchase.

E. Location

The work is located at: Naval Weapons Station Earle

201 New Jersey Route 34, Bldg. C-54, Colts Neck, NJ 07722

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Please Note: Security Information for NWS Earle:

Naval Weapons Station Earle’s security performs a background check on all personnel entering the Naval Base. Driver’s must be U.S. citizens and are required to present a valid driver’s license, vehicle registration, and proof of insurance. All vehicles, exterior and interior, will be thoroughly inspected by base security.

F. All bidders shall use the Wage Determination Davis Bacon No. NJ20260037 Mod 1 dated 05/18/2026 for Monmouth County, NJ. The McNamara-O’Hara Service Contract Act requires contractors and subcontractors performing services on prime contracts in excess of $2,500 to pay service employees in various classes no less than the wage rates and fringe benefits found prevailing in the locality, or the rates (including prospective increases) contained in a predecessor contractor's collective bargaining agreement. The Department of

Labor issues wage determinations on a contract-by-contract basis in response to specific requests from contracting agencies. These determinations are incorporated into the contract.

3. Related Specifications

A. Aluminum framed entrances

B. Door Dimensions

a. Front Door (photo A.) – 9’11” X 7’11”

b. Side Door (photo B.) – 6’3” X 7’11”

Photo A. Photo B.

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4. Related Requirements

A. Door Finish and Color: Section 09 06 00, Anodized Bronze Satin Finnish with dark desiccant strips.

B. Glass and Glazing: Section 08 80 00, GLAZING

C. Hardware: Section 08 71 00, DOOR HARDWARE.

D. Automatic Door Actuators: Section 08 71 13, AUTOMATIC DOOR OPERATORS.

E. Aluminum Finish and Color: Section 09 06 00, SCHEDULE FOR FINISHES.

5. Pre-installation Meetings

A. Conduct pre-installation meeting at project site, minimum 30 days before beginning

Work of this section.

a. Required Participants:

i. Contracting Officer's Representative (COR)

ii. Contractor

iii. Installer

b. Meeting Agenda: Distribute agenda to participants minimum 3 days before meeting.

i. Installation schedule

ii. Installation sequence

iii. Preparatory work

iv. Protection before, during, and after installation

v. Installation

vi. Terminations

vii. Transitions and connections to other work

viii. Other items affecting successful completion.

c. Document and distribute meeting minutes to participants to record decisions affecting installation

6. Submittals

A. Submittal Drawings: Minimum of 1 to 2 (half size) scale

a. Show size, configuration, fabrication and installation

b. Show anchorage and reinforcement

c. Show interface and relationship to adjacent work, including thermal, air and water barrier continuity

B. Manufacturer’s Literature and Data

a. Description of each product

b. Door, each type

c. Entrance and Storefront Construction

d. Installation instructions

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e. Warranty

C. Samples

a. Door Corner Section: Minimum 450mm X 450mm (18” x 18”) for each specified door type showing head rail and hinge stile Aluminum Anodized

b. Finish with sample extrusions minimum of 150mm (6”) long for each specified color in sets of three showing maximum color range.

7. Quality Assurance

A. Manufacturer Qualifications

a. Regularly manufactures specified products

B. Installer Qualifications

a. Regularly installs specified products

b. Installed specified products with satisfactory service on a minimum of five (5) similar installations over the course of the last five (5) years.

c. Project experience list – Provide contact names and addresses for completed projects

C. Welders and Welding Procedures Qualifications: AWS D1.2/D1.2M

8. Delivery, Storage and Handling

A. Deliver Products in manufacturer’s original sealed packaging

B. Mark packaging, legibly. Indicate manufacturer's name or brand, type, color, production run number, and manufacture date.

C. Before installation, return or dispose of products within distorted, damaged, or opened packaging.

D. Store products indoors in dry, weather tight facility

E. Protect products from damage during handling and construction operations

9. Warranty

A. Construction warranty, FAR Clause 52.246-21 – Warranty of construction

B. Manufacturer's Warranty: Warrant painted finish against material and manufacturing defects

a. Warranty period: 20 years

10. Products

A. System performance

a. Delegated design: Prepare submittal documents including design calculations and drawings signed and sealed by registered design professional, licensed in New

Jersey.

i. Minor deviations to details shown on drawings to accommodate manufacturer’s standard products may be accepted by Contracting

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Officer's Representative when deviations do not affect design concept and specified performance.

b. Design aluminum framed entrances and storefronts complying with specified performance:

i. Wind Load Resistance: ASCE/SEI 7; Design criteria as indicated on

Drawings when tested according to ASTM E330/E330M.

1. Maximum Deflection: 1/175 of span, maximum with minimum 1.65 safety factor.

ii. Thermal Movement: Accommodate ambient temperature range of 67 degrees C (120 degrees F).

iii. Windborne Debris Impact Resistance: Pass ASTM E1886.

1. Openings within 9144 mm (30 feet) of Grade: ASTM E1996 large missile test.

2. Other Openings: ASTM 1996 small missile test.

iv. Condensation Resistance: NFRC 500.

1. Fixed Framing: 45 CRF, minimum.

v. Water Resistance: ASTM E331; No uncontrolled penetration at380 Pa (8 psf), minimum, pressure differential.

vi. Fixed Framing Air Infiltration Resistance: ASTM E283; 0.30 L/s/sq. m

(0.06 cfm/sf), maximum at 300 Pa (6.24 psf), minimum, pressure differential.

vii. Entrance Doors Air Infiltration Resistance: ASTM E283; maximum allowable at 75 Pa (1.57 psf), minimum, pressure differential.

1. Single Doors: 2.5 L/s/sq. m (0.5 cfm/sf).

2. Paired Doors: 6 L/s/sq. m (1.2 cfm/sf).

B. Materials

a. Aluminum:

i. Sheet Metal: ASTM B209M (ASTM B209), minimum 1.6 mm (0.063 inch) thick.

ii. Extrusions: ASTM B221M (ASTM B221).

1. Framing: Minimum 3 mm (0.125 inch) wall thickness.

2. Glazing Beads, Moldings, and Trim: Minimum 1.25 mm (0.050 inch) thick.

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iii. Color Anodized Aluminum: Provide aluminum alloy required to produce specified color.

b. Stainless Steel: ASTM A240/A240M; Type 302 or Type 304.

c. Thermal Break: Manufacturer standard low conductive material retarding heat flow in the framework, where insulating glass is scheduled.

C. Products – General

a. Provide aluminum framed entrances from one manufacturer.

b. Provide aluminum entrances, systems from same manufacturer.

D. Frames

a. Framing Members: Extruded aluminum, thermally broken.

b. Stops: Provide integral fixed stops and glass rebates and snap-on removable stops.

c. Provide concealed screws, bolts and other fasteners.

d. Secure cover boxes to frames behind lock strike cutouts.

E. Stile and Rail Doors

a. Stiles and Rails: Extruded aluminum, thermally broken.

i. Thickness: 45 mm (1 3/4 inch).

ii. Stiles and Head Rails: 101.6 mm (3 1/2 inches) wide.

iii. Bottom Rails: 152.4 mm (10 inches) wide.

b. Single-Acting Doors:

i. Bevel: 3 mm (1/8 inch) at lock, hinge, and meeting stile edges.

ii. Clearances: 2 mm (1/16 inch) at hinge stiles, 3 mm (1/8 inch) at lock stiles and top rails, and 5 mm (3/16 inch) at floors and thresholds.

c. Glass Rebates: Integral with stiles and rails.

d. Glazing Beads: Extruded aluminum, 1.3 mm (0.050 inch) thick. Integral with stiles and rails or applied type, snap fit secured.

e. Stile and Rail Joints: Welded or interlocked dovetail joints between stiles and rails.

i. Clamp door together through top and bottom rails with 9 mm (3/8 inch) primed steel tie rod extending into stiles and having self-locking nut and washer at both ends.

ii. Reinforce stiles and rails to prevent door distortion when tie rods are tightened.

iii. Provide compensating spring type washer under each nut for stress relief.

iv. Construct joints to remain rigid and tight when door is operated.

f. Weather stripping: Removable, woven pile type (silicone treated) weather stripping

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i. Make slots for applying weather stripping integral with doors and door frame stops.

ii. Apply continuous weather stripping to heads, jambs, bottom, and meeting stiles of doors and frames so doors swing freely and close positively.

F. Fabrication

a. Form metal parts and fit and assemble joints, except joints designed to accommodate movement. Seal joints to resist air infiltration and water penetration.

b. Factory assemble doors.

G. Finishes

a. Aluminum Anodized Finish: NAAMM AMP 500.

i. Color Anodized Finish: AA C22A42 or AA C22A44; Class I Architectural,

0.018 mm (0.7 mil) thick.

b. Aluminum Paint finish:

i. Baked Enamel or Powder Coat: AAMA 2603; polyester resin, minimum 0.4 mm (1.5 mil) film thickness.

H. Accessories

a. Barrier Coating: ASTM D1187/D1187M.

b. Fasteners:

i. Aluminum: ASTM F468, Alloy 2024.

ii. Stainless Steel: ASTM F593, Alloy Groups 1, 2 and 3.

c. Anchors: Aluminum or stainless steel; type to suit application.

d. Galvanizing Repair Paint: MPI No. 18.

e. Touch Up Paint: Match shop finish.

11. Execution

A. Preparation

a. Examine and verify substrate suitability for product installation.

i. Coordinate floor closer installation recessed into concrete slabs.

ii. Coordinate anchor installation built into masonry and concrete.

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b. Protect existing construction and completed work from damage.

c. Clean substrates. Remove contaminants capable of affecting subsequently installed product's performance.

d. Apply barrier coating to aluminum surfaces in contact with dissimilar metals.

B. Installation – General

a. Install products according to manufacturer's instructions

i. When manufacturer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's Representative consideration.

b. Install aluminum framed entrances and storefronts plumb and true, in alignment and to lines shown on drawings.

c. Anchor frames to adjoining construction at heads, jambs and sills.

d. Provide concealed aluminum clips to connect adjoining frame sections.

e. Install door hardware and hang doors.

f. Adjust doors and hardware uniform clearances and proper operation.

g. Touch up damaged factory finishes.

i. Repair galvanized surfaces with galvanized repair paint.

ii. Repair painted surfaces with touch up primer.

h. Tolerances:

i. Variation from Plumb, Level, Warp, and Bow: Maximum 3 mm in 3 m (1/8 inch in 10 feet).

ii. Variation from Plane: Maximum3 mm in 3.65 m (1/8 inch in 12 feet); 6 mm

(1/4 inch) over total length.

iii. Variation from Alignment: Maximum 1.5 mm (1/16 inch) in line offset and maximum 3 mm (1/8 inch) corner offset.

iv. Variation from Square: Maximum 3 mm (1/8 inch) diagonal measurement differential.

C. Protection, Cleaning and repairing

a. Clean exposed aluminum and glass surfaces. Remove contaminants and stains.

b. Protect aluminum framed entrances and storefronts from construction operations.

c. Remove protective materials immediately before acceptance.

d. Repair damage

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Evaluation Factors

Requirement: Consolidated Requirement (RRCC Refresh, Roof, Doors and Concrete)

The Government will award a firm fixed-price contract resulting from this solicitation to the Offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. This procurement is being conducted in accordance with the procedures of Federal Acquisition Regulation (FAR) Part 12.203, Evaluation of Acquisition of Commercial Products and Commercial Services The acquisition will be a best value contract. Offerors are cautioned that award(s) may not necessarily be made to the lowest priced proposal.

Price should always be fair, reasonable, and realistic. Technical/price tradeoff where other evaluation factors, when combined, cost/price may become a critical factor if two or more offerors are determined to be essentially equal following the evaluation of all factors other than cost or price.

The Government will evaluate proposal submissions based on the following evaluation factors, listed in descending order of importance:

Factor 1 – Technical Specifications

Factor 2 – Past Performance

Factor 3 – Price

All non-price factors, when combined, are slightly more important than price.

Factor 1: Technical Specifications

Offerors will be evaluated on their ability to demonstrate technical sufficiency in their proposed technical and management approach to perform and support the requirements of the Statement of Work (SOW). This section of the offeror’s proposal shall address information regarding how the proposal logistical support task areas will be performed, the various resources that will be used to facilitate performance, and an identification of potential difficulties in conducting the work with practical suggestions for overcoming these difficulties.

Offerors will be evaluated on their ability to develop a work plan in response to the SOW. Offerors must demonstrate an understanding of ALL OF THE FOLLOWING:

• Scope of technical requirements

• Complexity of technical requirements

• Performance requirements & objectives

• Pertinent work tasks & deliverables

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Factor 2: Past Performance

Provide past performance information for services directly related and relevant to the services to be performed under the SOW. To be considered relevant, the services must have been performed within the past five years. Include three references consisting of ALL OF THE FOLLOWING:

- Project title/description

- Role (Prime/Subcontractor)

- Contract number

- Dollar value & contract type

- Period of performance

- Agency or company for which the work was performed

- Summary of the work products/services

- Name/contact information of client point of contact

FEMA reserves the right to utilize past performance information other than the information submitted with the quotations received in conducting the evaluation. This may be a favorable CPARS rating.

However, if these are utilized and a Vendor does not have any ratings since they have not done business with the government, they will receive a neutral rating in the evaluation later that cannot be used against them.

RATING FOR PAST

PERFORMANCE

DESCRIPTION

Superior Based on an offeror’s past performance record, no doubt exists that the offeror will successfully perform the required effort.

Satisfactory Based on an offeror’s past performance record, it is likely that the offeror will successfully perform the required effort.

Unsatisfactory Based on an offeror’s past performance record, it is not likely that the offeror will successfully perform the required effort.

Neutral No relevant performance record is identifiable upon which to base a meaningful performance rating. This is neither a negative nor positive assessment.

RATING DESCRIPTION

Superior Exceeds requirements; outstanding approach and understanding.

Satisfactory Meets requirements; strengths and weaknesses are balanced.

Unsatisfactory Fails to meet requirements; significant weaknesses or deficiencies.

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Factor 3: Price

The price proposal will be evaluated for price reasonableness through comparison with other proposed prices and may include other price analysis techniques.

The price proposal will not be given a confidence rating, but unit prices and discounts will be evaluated to ensure prices are fair and reasonable.

-SPACE BELOW INTENTIONALLY LEFT BLANK-

Questions regarding this Request for Proposal (RFP) shall be directed via email to brenda.cruzrodriguez@fema.dhs.gov and a copy to brendaliz.pinero@fema.dhs.gov. Telephone inquiries will not be honored. All questions must be received no later than Tuesday, September 8, 2026, at 10:00 am ET.

Responses regarding this RFP shall be directed via email to brenda.cruzrodriguez@fema.dhs.gov and a copy to brendaliz.pinero@fema.dhs.gov.

All responses must be received no later than Friday, September 11, 2026, at 11:00 am ET.

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