Statement of Work.pdf

U.S. Department of Justice

Federal Bureau of Prisons

Facilities Management

Washington, DC 20534

April 17, 2026

MEMORANDUM FOR JULIE FRANKLIN, FACILITY MANAGER

FCI SANDSTONE

THRU: Kimberly Hudson, Chief for Construction and Environmental Review Section

FROM: John Payne, Architect Construction and Environmental Review Section

SUBJECT: SOW Approval for Project 26Z4AN3 Replace Security Doors, FCI Sandstone

The Construction and Environmental Review Section, Facilities Management, has reviewed and approved the revised Statement of Work (SOW) to be used for solicitation services at FCI Sandstone for Project 26Z4AN3, Replace Security Doors. There are no additional square footage or modifications to the primary structure, nor changes to the utilities to this project.

This SOW specifically addresses the purchase of security doors for Project 26Z4AN3 as defined herein and should not be interpreted as an open-ended approval for future, unrelated work.

If you have any additional questions or concerns, please email John Payne, Architect at jxpayne@bop.gov.

cc: Timothy Bradshaw, RFA mailto:jxpayne@bop.gov

UNITED STATES DEPARTMENT OF JUSTICE

FEDERAL BUREAU OF PRISONS

FCI SANDSTONE

B&F PROJECT 26Z4AN3 – REPLACE SECURITY DOORS

STATEMENT OF WORK

A. INTRODUCTION:

1. The Federal Bureau of Prisons (FBOP), FCI Sandstone, intends to solicit the purchase and delivery of hollow metal security doors and frames.

2. Supply vendor must comply with all applicable Federal, State and Local building codes and regulations. This contract is located at the Federal Correctional Institution (FCI) – Sandstone, Located at 2300 Country Road 29 Sandstone, MN 55072.

3. All equipment specified in this statement must be equal or better product. Should your company choose to submit an equal product, you must submit all technical specifications of the equal product for review and determination shall be issued with acceptance or non-acceptance. The government retains the right to determine technical acceptance for all submitted equal products. This solicitation is a supply only.

B. EXISTING CONDITIONS:

1. FCI Sandstone currently has hollow metal security doors that are past their service life.

C. REQUIREMENTS:

1. Quantity Requirement:

a. Admin/LT – 60” x 84” double door with ¼” tempered half lite glazing and head and foot bolt each leaf

b. A Unit – 60” x 84” double door with ¼” tempered 5” x 20” glazing and head and foot bolt each leaf

c. B unit – 40” x 84” door with ¼” tempered 5” x 20” glazing LH

d. C unit – 40” x 84” door with ¼” tempered 5” x 20” glazing LH

e. Food Service Entry – 42” x 84” door with ¼” tempered half lite glazing LH

f. Food Service East – 42” x 84” door with ¼” tempered half lite glazing RH

g. Food Service West – 42” x 84” door with ¼” tempered half lite glazing RH

h. Front Admin – 40” x 84” door with ¼” tempered half lite glazing RH

i. F unit – 40” x 84” door with ¼” tempered 5” x 20” glazing LH

j. H unit – 40” x 84” door with ¼” tempered 5” x 20” glazing RH

k. I unit – 40” x 84” door with ¼” tempered 5” x 20” glazing RH bop60409 Approved

l. J unit – 40” x 84” door with ¼” tempered 5” x 20” glazing RH

m. K Unit Tunnel – 60” x 84” double door 45 min fire rated and head and foot bolt each leaf

D. SPECIFICATIONS / PRODUCT FEATURES / CHARACTERISTICS:

1. Provide material that meet the following criteria:

a. ASTM A366M-91 - Specification for Steel, Sheet, Carbon, Cold Rolled, Commercial Quality.

b. ASTM B117-07a - Standard Test Method of Salt Spray (Fog) Testing.

c. ASTM D1735-08 - Standard Practice for Testing Water Resistance of Coatings Using Water Fog Apparatus.

d. AWS D1.1 - Structural Welding Code: Steel.

e. HMMA 863-04 - Guide Specifications for Detention Hollow Metal Doors and Frames, including requirements for Storage and Handling.

f. NFPA 80 - Standard for Fire Doors and Fire Windows.

g. HMMA 840-07 – Storage of Hollow Metal Doors and Frames.

h. Test doors and frames by an independent testing laboratory in accordance with ASTM F1450 certifying compliance

2. Detention Hollow Meatal Doors

a. Embedded items shall be mild steel shapes and plate and, where required, shall be 0.2 in. or 0.24 in. thick, and shall comply with ASTM A366.

b. Detention hollow metal doors shall have a thickness of 2" (actual). Doors shall have 0.12 in. side clearance with proper bevel to operate without binding. Furnish all accessory items as required for a complete installation.

c. Door edge seams shall be continuously welded and finished smooth such that there are no visible seams.

Doors shall be strong, rigid, and neat in appearance, free from warpage or buckle. Edge bends shall be true and straight and of minimum radius for the thickness of metal used

d. Doors shall be stiffened by continuous vertically formed steel sections that, upon assembly, shall span the full thickness of the interior space between door faces. These stiffeners shall be 16- gauge minimum thickness, spaced such that the vertical interior webs shall be no more than 4” o.c. and securely fastened to both face sheets by spot welds spaced a maximum of 2.4” o.c. vertically. Spaces between stiffeners shall be filled with 3 pounds per cubic foot fiberglass or mineral rock wool batt-type material. If the manufacturer must use heavier materials and/or closer stiffener and weld spacings.

e. Stiffeners thinner than 16-gauge (but not less than 28-gauge) may be used when the door is constructed utilizing a truss design core material which utilizes truncated triangular sections extending continuously from one door face to the other. Welds in a truss section must be spaced at a maximum of 3” o.c. vertically and 2 3/4” horizontally. Core material must extend to the full height and width of the door. Manufacturers utilizing truss stiffeners must meet the performance criteria set forth in this specification. Spaces between stiffeners shall be filled with 3 pounds per cubic foot fiberglass or mineral rock wool batt-type material.

f. Vertical edges shall be reinforced by a continuous steel channel, not less than 10-gauge thick, extending the full length of the door. Channel that is broken at the hinge mortises shall not be acceptable. Noncontinuous channel at lock edge shall be acceptable only to accommodate lock preparation. In these cases, hardware reinforcements shall be welded to the channel such that they become an integral part of the channel. The top and bottom edges shall be closed with a continuous channel, also not less than 10-gauge spot-welded to both face sheets a maximum of 3” o.c. The 10-gauge closing channels shall be continuously welded to the vertical reinforcing channel at all four corners.

g. Top and bottom channel shall be fitted with an additional flush closer plate of not less than 16-gauge. The flush closing plate shall be welded in place at the corners and 2.4” long welds 12” o.c. Installation of closer plate using screws, security or otherwise, shall be deemed unacceptable. The end channel and flush closer plate shall be installed such that they are permanent and non-removable.

h. Edge profiles shall be provided on both vertical edges of door as follows:

1) Single-Acting Doors: Beveled 0.12" in 2”

i. Hardware Reinforcements:

1) Doors shall be mortised, reinforced, drilled, and tapped at the factory for completely templated, mortised hardware in accordance with the final approved hardware schedule and templates provided by the hardware supplier. Where surface-mounted hardware is to be applied, door shall be reinforced, drilled, and tapped in accordance with final approved hardware schedules and templates

j. Minimum thicknesses for hardware reinforcements shall be as follows:

1) Full mortised hinges and pivots: 0.24 in.

2) Surface-applied maximum security: 0.24 in. plate.

3) Reinforcements for lock fronts, concealed holders, or surface: 0.2 in

4) Mounted closures: 0.2 in.

5) Internal reinforcements for all other surface-applied hardware: 0.2 in.

k. Hinge and pivot reinforcement shall consist of an 8" long, pressed formed, 3/16” angle that is projection-welded in six (6) places to the face of the door, and additionally plug-welded at each end to the opposite door face sheet, forming a rigid structural angle reinforcement at each hinge. Flat or offset strap reinforcements that are welded to the inside edge of the door or to perimeter channel shall be unacceptable. Reinforcements for mortised hardware occurring in the edge of the door shall be securely welded to the inside of both face sheets of the door.

l. Doors containing manual prison locks (80 series) will be flush mounted with the face sheets of the door

m. All detention grade hollow metal doors 35" or greater in width shall be hung using 4 hinges.

n. Glass Moldings and Stops:

1) Doors shall be provided with steel moldings to secure glazing in accordance with glass sizes and thicknesses shown with a minimum 1" glass engagement.

2) Fixed glass molding shall be not less than 0.01", and shall be spot-welded on the secure side a minimum of 3" o.c.

3) Removable glass stops shall be pressed steel angle not less than 0.14" with tight-fitting mitered corner joints or notched corner joints and secured with #1/4-20 Torx pinhead screws spaced 6" o.c. maximum with a maximum spacing of 2" from the ends of the stops.

4) Where glass thickness dictates, 10-gauge, offset surface mounted glass stops shall be used. The corners shall be tight-fitting mitered or notched corners, and the glass stop shall be secured to the face of the door using #1/4-20 Torx pinhead screws spaced 6" o.c. maximum with a maximum spacing of 2" from the ends of the stops.

5) Removable stops shall be on the side opposite the area of inmate confinement or where they are likely to be unsupervised

o. Finish:

1) After fabrication, tool marks and surface blemishes shall be filled and sanded as required to make both faces and both vertical edges smooth and free from irregularities. After appropriate preparation, exposed surfaces shall receive two shop coats of a rust-inhibitive primer that meets or exceeds ASTM B117 salt spray for 150 hours and ASTM D1735 water fog test for organic coatings for 200 hours, and that is fully cured prior to shipment

3. Detention Hollow Metal Frames

a. Frames shall be constructed of commercial-quality cold-rolled steel that complies with ASTM A366. The steel shall be free of scale, pitting, coil breaks, or other surface defects. Metal thicknesses shall be 12-gauge or 10-gauge as noted. All exterior frames, and frames used in areas with high humidity shall have a zinc (galvanized) or zinc-iron alloy (galvanneal) coating per HMMA 863- 04.

b. Detention door openings 36" wide and wider shall have 10-gauge hollow metal frames. All other door frames shall be 12 gauge.

c. Frames shall be custom-made welded units of the sizes and types shown on approved shop drawings.

Finished work shall be strong and rigid, neat in appearance, square, and free of defects, warps, or buckles.

Pressed steel members shall be straight and of uniform profile throughout their lengths.

d. Corner joints shall have contact edges closed tight with faces mitered and stops either butted or mitered.

Corner joints shall be continuously welded, and the use of gussets or splice plates will be unacceptable.

e. Stops: Minimum depth of stops in door opening shall be 1/2” except at electric locks; the minimum depth of the stop on the lock side of the jamb shall be 1" in lieu of the 1/2". For glass and panel openings, stops shall be 1" minimum glass or panel engagement, or as approved by the security glazing manufacturer, to include rabbeted depth of stops.

f. Frames for multiple openings shall have mullion members that, after fabrication, are closed tubular shaped conforming to profiles shown and having no visible seams or joints. Joints between faces of abutted members shall be continuously welded and finished smooth. Joints between stops of abutted members shall be welded along the depth of the stop and left neat and uniform in appearance.

g. Hardware Reinforcements and Preparation: Frames shall be mortised, reinforced, drilled, and tapped for all templated mortised hardware in accordance with the final approved Hardware Schedule and templates provided by the hardware supplier. Where surface-mounted hardware is to be applied, frames shall be reinforced, drilled, and tapped in accordance with final approved hardware schedules and templates.

Minimum thicknesses of hardware reinforcing plates shall be as follows:

1) Hinge and pivot reinforcements – 0.24" x 10" steel plate.

2) Strike reinforcements – 0.2".

3) Closer reinforcements – 0.2".

4) Flush bolt reinforcements – 0.2".

5) Reinforcements for surface-applied hardware – 0.2".

6) Frame reinforcements for glazing stops - 1" x 0.14" continuous around entire opening.

7) Hinge and pivot reinforcements shall consist of 0.24" x 1.5" long straps, projection-welded in a triangle pattern in three (3) places at each end. The strap shall be additionally reinforced by a 0.01" thick by 2" side angle welded in two (2) places at the center of the strap reinforcement and two places to the inside face of the frame. This additional angle is to be provided at all hinges.

8) Where electrically operated hardware is required, hardware enclosures shall be provided. Lock pocket shall be 0.01" thick steel welded on all sides. Attach the lock to an additional 0.2" steel backup plate shall be spot-welded in the lock pocket. Provide 0.2" steel lock pocket cover plate deburred. Surface-mount with ¼-20 twist-off head security screws, with a minimum of eight (8) screws. These screws shall be equally spaced around the cover plate. Frame manufacturer shall install electrical conduit within the hollow metal door frame as required for specific electromechanical locks and door position switches.

Minimum size of conduit shall be 0.8" or as specified. Termination of conduit shall be within lock pocket or recessed motor boxes.

h. Floor anchors with two holes for fasteners shall be fastened inside jambs with at least four (4) spot welds per anchor. Where so scheduled, adjustable floor anchors providing not less than 2" height adjustment shall be fastened in place with at least four (4) spot welds per anchor. Thickness of floor anchors shall be 0.2" steel.

i. Jamb Anchors:

1) Concrete: 12-gauge steel anchors or ½ " X 6" headed studs fully welded to the back side of the frame, with a maximum spacing of 16". The use of weld plate embeds for concrete cell construction is prohibited, frames for cells must be cast in place.

2) Pre-finished Masonry and Concrete openings: 0.2" thick steel angles or formed-steel plates, 4" long, welded to back of detention window frames as required to secure frames to embed plates.

1. Embedded Plates: Fabricated from mild steel shapes and plates, minimum 1/4” thick; with minimum 1/2" X 4" headed studs welded to back of plate.

2. Provide a 1" stitch weld at 16" centers to secure the door to the embed plate

j. Prepare frame for silencers. Provide three single silencers for single doors on strike side and two single silencers on frame head at double doors without mullions.

k. Finish: After fabrication, all tool marks and surface imperfections shall be removed, and exposed faces of all welded joints shall be dressed smooth. Frames shall be chemically washed to ensure maximum paint adhesion, and, after appropriate preparation, exposed surfaces shall receive two shop coats of a rust-inhibitive primer that meets or exceeds ASTM B117-03 salt spray for 150 hours and ASTM D1735-04 water fog test for organic coatings for 200 hours, and that is fully cured prior to shipment.

E. QUALITY ASSURANCE / START UP WARRANTY (IF REQUIRED):

1. The Supply Vendor warrants that the equipment provided shall be consistent with current industry standards and the International Building Code (IBC), Underwriters Laboratories (UL), and the National Fire Protection Association (NFPA).

2. The equipment shall be free from any defects in materials and workmanship for a period of at least five (5) year from the date of final acceptance. During this warranty period, the Supply Vendor shall, at no additional cost to the FBOP, correct any defects in the products that are identified. This warranty includes, but is not limited to, the following:

a. Materials and Equipment: All materials and equipment provided by the Supplier will be new, of good quality, and free from defects.

b. Compliance: All equipment will comply with the specifications and requirements set forth in this SOW and any related documents.

3. If any defects are discovered during the warranty period, the FBOP shall notify the Vendor in writing. The Vendor will respond promptly and take necessary actions to correct the defects within a reasonable timeframe

F. SUBMITTALS:

1. The Supply Vendor shall provide FBOP all the technical documents of the equipment including operation manuals, product data sheets, warranty documents, and manufacturer’s support agreement upon, or prior to purchase agreement.

2. The Vendor shall provide to the Contract Monitor (3) copies of the Safety Data Sheets (SDS) on all materials and substances that may be used during the project in advance. In the event the material is not approved by the Safety Manager, it shall be the responsibility of the supply vendor to locate and provide an alternative product at no additional cost to the government.

G. DELIVERY:

1. Delivery hours for supply vendors are 8:00 AM – 2:00 PM, Monday through Friday, excluding weekends and federal holidays. Any delivery required to be completed at any other time than noted above must be scheduled five (5) working days prior to the start of the work. Only a facilities department staff members is authorized to receive or sign for any deliveries made to the site.

H. ADDITIONAL CONSIDERATIONS:

1. Delivery personnel will NOT be allowed to take pictures of the Institution, especially where inmates are present during delivery at FCI Sandstone.

2. Delivery personnel will be permitted to wear jeans in the Institution; however, the Institution will specify which colors of clothing shall not be allowed. The clothes shall be proper and suitable for the services that are being provided.

3. Smoking including e-cigarettes and vaping devices is prohibited on Federal property. There are some exceptions and additional restrictions for Institutions that have designated smoking areas.