RFQ SF-1442.pdf

15B20324Q00000022 Page 1 of 14

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL PRODUCTS AND COMMERCIAL SERVICES

NOTE: OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24 AND 30.

1. REQUISITION NUMBER PAGE 1 OF

5. SOLICITATION NUMBER

15B20324Q00000022

2. CONTRACT NUMBER 3. AWARD/EFFECTIVE

DATE

4. ORDER NUMBER 6. SOLICITATION ISSUE

DATE

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME b. TELEPHONE NUMBER (No collect calls) 8. OFFER DUE DATE / LOCAL

TIME

08/20/2024 10:00am ET

CODE 15B203

Federal Bureau of Prisons

FCI Danbury

33-1/2 PEMBROKE ROAD

ROUTE 37

Danbury, CT 06811

9. ISSUED BY UNRESTRICTED OR X SET ASIDE:100.00 % FOR

X SMALL BUSINESS

HUBZONE SMALL

BUSINESS

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

(SDVOSB)

WOMEN-OWNED SMALL

BUSINESS (WOSB)

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL BUSINESS

(EDWOSB)

8(A)

NORTH AMERICAN

INDUSTRY CLASSIFICATION

STANDARD (NAICS):

332321

SIZE STANDARD:

22,000.00

10. THE ACQUISITION IS

SEE SCHEDULE

11. DELIVERY FOR FREE ON BOARD

(FOB) DESTINATION UNLESS

BLOCK IS MARKED

NET 30

12. DISCOUNT TERMS

13a. THIS CONTRACT IS A

RATED ORDER UNDER THE

DEFENSE PRIORITIES AND

ALLOCATIONS SYSTEM -

DPAS (15 CFR 700)

13b. RATING

X REQUEST

FOR QUOTE

(RFQ)

INVITATION

FOR BID

(IFB)

REQUEST

FOR

PROPOSAL

(RFP)

14. METHOD OF SOLICITATION

15B203CODE15. DELIVER TO

Federal Bureau of Prisons FCI Danbury

33-1/2 PEMBROKE ROAD

ROUTE 37

Danbury, CT 06811

CODE 15B20316. ADMINISTERED BY

Federal Bureau of Prisons FCI Danbury

33-1/2 PEMBROKE ROAD

ROUTE 37

Danbury, CT 06811

FACILITY

CODE

CODE

TELEPHONE NUMBER

17a. CONTRACTOR/

OFFEROR

15B203CODE18a. PAYMENT WILL BE MADE BY

Federal Bureau of Prisons FCI Danbury

33-1/2 PEMBROKE ROAD

ROUTE 37

Danbury, CT 06811

Jeremy Stauber

(O) 203-312-5302 jstauber@bop.gov

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN

OFFER SEE ADDENDUM

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK

BELOW IS CHECKED

19.

ITEM NUMBER

20.

SCHEDULE OF SUPPLIES/SERVICES

21.

QUANTITY

22.

UNIT

23.

UNIT PRICE

24.

AMOUNT

Provision of replacing Compound Doors in accordance with the SOW for FCI Danbury.

Firm Fixed Price

See Continuation Sheet(s) (Use Reverse and/or Attach Additional Sheets as Necessary)

25. ACCOUNTING AND APPROPRIATION DATA 26. TOTAL AWARD AMOUNT (For Government Use Only)

27a. SOLICITATION INCORPORATES BY REFERENCE (FEDERAL ACQUISITION REGULATION) FAR 52.212-1, 52.212-4. FAR 52.212-3

AND 52.212-5 ARE ATTACHED. ADDENDA

ARE ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN ____ COPIES TO

ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER ALL ITEMS SET FORTH

OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL SHEETS SUBJECT TO THE

TERMS AND CONDITIONS SPECIFIED.

29. AWARD OF CONTRACT: REFERENCE _____________________________

OFFER DATED _________________ . YOUR OFFER ON SOLICITATION (BLOCK

5) INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

HEREIN, IS ACCEPTED AS TO ITEMS:

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30b. NAME AND TITLE OF SIGNER (Type or print) 30c. DATE SIGNED 31b. NAME OF THE CONTRACTING OFFICER (Type or print)

Donnie Lui

31c. DATE SIGNED

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 11/2021)

Prescribed by GSA - FAR (48 CFR) 53.212 x x 1

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19.

ITEM NUMBER

20.

SCHEDULE OF SUPPLIES/SERVICES

21.

QUANTITY

22.

UNIT

23.

UNIT PRICE

24.

AMOUNT

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: _________________________________

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

PARTIAL FINAL

33. SHIP NUMBER 34. VOUCHER NUMBER 35. AMOUNT VERIFIED

CORRECT FOR

COMPLETE PARTIAL FINAL

36. PAYMENT 37. CHECK NUMBER

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT 42a. RECEIVED BY (Print)

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 11/2021) BACK

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Table of Contents

Section Description Page Number

Solicitation/Contract Form 1 Commodity or Services Schedule

2.2 Statement of Work - Replace Compound Doors

2 Contract Clauses

52.228-5 Insurance-Work on a Government Installation (Jan 1997) 52.203-17 Contractor Employee Whistleblower Rights (Nov 2023) 52.204-13 System for Award Management Maintenance (Oct 2018) 52.212-4 Contract Terms and Conditions-Commercial Products and Commercial Services (Nov 2023) 52.232-18 Availability of Funds (Apr 1984) 52.232-40 Providing Accelerated Payments to Small Business Subcontractors (Mar 2023) 52.216-18 Ordering (Aug 2020) 52.216-19 Order Limitations (Oct 1995) 52.216-21 Requirements (Oct 1995) 52.222-42 Statement of Equivalent Rates for Federal Hires (May 2014) 52.232-19 Availability of Funds for the Next Fiscal Year (Apr 1984) 2852.223-70 Unsafe Conditions Due to the Presence of Hazardous Material (NOV 2020)

BOP 2852.242-71 EVALUATION OF CONTRACTOR PERFORMANCE UTILIZING CPARS

(APR 2011)

DOJ-01 Whistleblower Information Distribution (Oct 2021) DOJ-03 Personnel Security Requirements For Contractor Employees (Nov 2021) DOJ-04 Federal Workplace Responses to Domestic Violence, Sexual Assault, and Stalking

(DEC 2014)

DOJ-05 Security of Department Information and Systems DOJ-05 (OCT 2023) DOJ-08 Continuing Contract Performance During a Pandemic Influenza or other National Emergency (OCT 2007) 52.212-5 Contract Terms and Conditions Required To Implement Statutes or Executive Orders-Commercial Products and Commercial Services (Dec 2023) DOJ-02 Contractor Privacy Requirements (JAN 2022) 2852.201-70 Contracting Officer's Representative (COR) (NOV 2020)

3 List of Attachments 4 Solicitation Provisions

52.204-7 System for Award Management (Oct 2018) 52.212-1 Instructions to Offerors-Commercial Products and Commercial Services (Sep 2023) 2852.233-70 Protests Filed Directly with the Department of Justice (NOV 2020) 52.212-3 Offeror Representations and Certifications-Commercial Products and Commercial Services (Nov 2023)

5.1 Quote Submission Instructions

5.2 Evaluation and Award Methodology

52.204-24 Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment (Nov 2021) 52.209-7 Information Regarding Responsibility Matters (Oct 2018)

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Section 1 - Commodity or Services Schedule

SCHEDULE OF SUPPLIES/SERVICES

CONTINUATION SHEET

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 Replace various Compound Doors for FCI Danbury according to

SOW.

PSC: 5670

1 EA $________ $_________________

Aggregate Total: ___________________________________________________

2.2 Statement of Work - Replace Compound Doors

STATEMENT OF WORK

B&F PROJECT 23Z2AG8: REPLACE COMPOUND DOORS

INTRODUCTION

The Federal Correctional Institution (FCI) located at Danbury, Connecticut, intends to make a single award to a responsible entity for the replacement of Compound doors as set forth in this solicitation/contract. The Government reserves the right to award without discussion and to make a single award. Therefore, each initial quote should contain the best terms from a cost or price standpoint.

PLACE OF PERFORMANCE

FCI Danbury 33 ½ Pembroke Road Danbury, CT 06811

Institution (FCI)Compound

SCHEDULE OF DELIVERY PERFORMANCE

The contractor shall furnish and provide all labor, material and equipment necessary to acquire, demolish, transport, and to install new metal frames, doors and accessories at the Institution compound.

SCHEDULE OF PERFORMANCE

Normal working hours are estimated Monday thru Friday 7:00AM- 3:30PM excluding federal holidays. The contractor cannot be guaranteed a forty (40) hour work week at the work site. Part of the working hours will include but are not limited to: movement through the entrance to the work site, tool inventories checklist, and material loading and unloading.

Expected dates of delivery and performance are August 2024- September 2024.

The contractor will have ten (10) calendar days upon issuance of the Notice to Proceed to begin work. The contract period will be in effect from the date of award to no later than thirty (30) days after Notice to Proceed.

DESCRIPTION OF THE PROJECT

This project consists of removal of existing two single doors and three double doors in the compound and install two single doors and three double doors in the compound. The doors, frame, jambs, and installation must meet current BOP Technical Design Guidelines for strength and security. The locations of these doors are as follows:

1. Housing Unit K-A, double door

2. Special housing (SHU), double door

3. Food Service, double door

4. Housing Unit M-A, single door and

5. Food Service, single door

MATERIALS:

A. Provide products meeting the following criteria.

DOORS

B. Detention Hollow Metal Doors:

1. Detention hollow metal doors shall be provided and installed by the contractor.

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2. Detention hollow metal doors shall have a thickness of 2" (actual).

3. 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.

4. Doors shall be custom-made, of the types and sizes shown on approved shop drawings and shall be prepared for hardware in accordance with the manufacturer's recommendation and the final approved Hardware Schedule. Doors shall be constructed using commercial-quality cold-rolled steel that complies with ASTM A366. The steel used shall be free from scale, pitting, coil breaks, or other surface blemishes. The steel shall also be free of buckles, waves, or any other defects caused using improperly leveled sheets. Door face sheet thicknesses shall be 12-gauge. 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. High humidity areas include the Kitchen and Dishwash areas. (Refer to Section 08 71 63 for locations.)

5. 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.

6. 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 in.

o.c. and securely fastened to both face sheets by spot welds spaced a maximum of 2.4 in. 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 to meet the performance criteria set forth in Subparagraph, 1.2.C "Certification," of this section, they shall be used in the door construction for this project.

Door construction details must be submitted for approval as part of the submittal build drawings.

7. 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 in. o.c. The 10-gauge closing channels shall be continuously welded to the vertical reinforcing channel at all four corners.

8. 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 in. long welds 12 in. 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.

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

a. Single-Acting Doors: Beveled 0.12" in 50 mm.

b. Horizontal tract doors on equivalent square profiles.

10. The recommended sizes are 41 3/4"x 83 1/8", 14ga for single doors and 35 ¾"x 83 1/8" (Left), 23 ¾"x 83 1/8" (Right),14ga for the double doors, with 6"x 34" wire glass lite.

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.

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

a. Full mortised hinges and pivots: 0.24 in.

b. Surface-applied maximum security: 0.24 in. plate.

c. Reinforcements for lock fronts, concealed holders, or surface: 0.2 in.

d. Mounted closures: 0.2 in.

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

3. Hinge and pivot reinforcement shall consist of an 8" long, Pressed formed, 4.5 mm 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.

4 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

GLASS/GLAZING

Glass Moldings and Stops:

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

b. 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.

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c. 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.

d. 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.

e. Removable glass stops specified in paragraphs 2.3 I.3 and

2.3 I.4 shall meet performance criteria designated in the performance section of this specification.

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

g. The recommended size of the clear wire glass is 6"x34"xl/4".

DOOR FRAMES

D. Detention Hollow Metal Frames:

1. Detention hollow metal frames shall be provided and installed by the Contractor.

2. 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.

3. Detention door openings 36" wide and wider shall have 12- Gauge hollow metal frames.

4. 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.

5. 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.

6. Stops: Minimum depth of stops in door opening shall be 15 mm except at electric locks; the minimum depth of the stop on the lock side of the jamb shall be l" in lieu of the 0.6". For glass and panel openings, stops shall be l" minimum glass or panel engagement, or as approved by the security glazing manufacturer, to include rabbeted depth of stops.

7. 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.

8. Hardware Reinforcements and Preparation: Frames shall be mortised, reinforced, drilled, and tapped for all templated mortised hardware in accordance with the final approved Jamb Anchors:

1. Masonry: At each jamb provide 12-gauge floating masonry "TEE" anchors or "UL" strap/stirrup anchors at a maximum spacing of 16"

2. Concrete: 12-gauge steel anchors or 1/2 " 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.

3. 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.

4. Embedded Plates: Fabricated from mild steel shapes and plates, minimum 6 mm thick; with minimum½" X 4" headed studs welded to back of plate.

5. 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.

6. Provide al" stitch weld at 16" centers to secure the window to the embed plate.

a. The use of any other type of jamb anchor requires FBOP approval. For approval to be considered, submit manufacturer's test data showing that the proposed anchors are equal or superior to the required type.

b. Plaster guards made from no less than 0.02" thick steel shall be welded in place at hardware mortises on frames to be set in masonry or concrete openings.

c. 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.

Hardware E. Detention Hardware:

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1. 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:

a. Hinge and pivot reinforcements - 0.24" x 10" steel plate.

b. Strike reinforcements - 0.2".

c. Closer reinforcements - 0.2".

d. Flush bolt reinforcements - 0.2".

e. Reinforcements for surface-applied hardware - 0.2".

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

g. 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.

h. Hinges shall be constructed of a high-grade security steel with 10-gauge plating for mortised or face mounted hinges to meet door rating.

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

2. All hinges shall meet the requirements of ASTM F1758 (Grade2).

3. Each hinge shall be 112 mm x 112 mm (4.4" x 4.4") with 4.7 mm (0.188") thick leaves. Hinge leaves shall be investment cast from 304 stainless steel having a tensile strength of not less than 0.089 MPa (0.01 ksi) of cross-section.

4. Hinge pins shall be stainless steel. Hinge pin shall be fully concealed, non-removable. Hinge pins held in place with set screws is not acceptable.

5. Entire assembly shall be cross pinned at assembly.

6. Hinges shall be finished US32, US32D, or USP-PRIMED, as called for in the hardware schedule.

7. Hinges shall be mounted pinned Torx style heads of appropriate size and length.

LOCK POCKET:

Lock pockets on each door must fit one (1) Folder Adams series 80 lock. The lock will be provided and installed by FCI Danbury. FCI Danbury will provide the lock templates to the contractor. Doors containing manual prison locks (80 series) will be flvsh mounted with the face sheets of the door.

ARMOR PLATE:

Contractor shall install armor plates on the exterior side of the doors. The recommended plate size shall, be stainless steel, 12"h x 34" w x ¼" and 12"h x 22" w x 1/4".

REMOVAL OF EXISTING DOORS AND FRAMES

The contractor shall remove all components of metal framing and doors to include but not limited to metal framing, doors, anchors, masonry block to accommodate the new opening. The contractor shall remove the existing (old) property of the institution.

INSTALLATON OF NEW DOORS AND FRAMES INSTALLATION

1. The installation will consist of removing and installing three (3 double doors, approximate size 5'x7' and two (2) single doors, approximate size 3'6"x7' and adjusting the door rough opening as needed to accommodate new door size. NOTE: (Once contract is awarded, a pre-construction site visit will be conducted by the contractor and actual measurements of doors, frames and rough openings will be taken and verified by FCI Danbury prior to purchasing material and installation of doors).

A. Installation shall be in accordance with shop drawings and shall be accomplished by skilled workmen. Welding shall be done as indicated in accordance with American Welding Society Publication 01.1.

B. Install frames plumb, square, straight, true, rigidly secured in place, and properly braced. Anchor frames securely to floor and at jambs. Weld field joints, grind smooth, and fill with body putty to completely conceal seams, including those at transom paneling, and to form a smooth, unbroken, finished surface. Frames shall be filled with grout that has a minimum strength of 25 MPa.

C. Expansion bolts shall not be utilized for the installation of frames in prefinished and existing opening. All other methods of attachment are subject to approval by the FBOP. contract and the COR.

D. The following standard drawings and/or details are provided as examples of how the requirements for this section can be met. These or other drawings approved by FBOP shall be included in the contract documents for the project.

E. For security reasons, door undercuts shall be a maximum of ¾"

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 01735 water fog test for organic coatings for 200 hours, and that is fully cured prior to shipment.

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2. Door manufacturer shall provide drilled and tapped holes for all surface-applied hardware according to approved templates.

3. Final finish coat will be applied by FCI Danbury once all work is completed.

DELIVERY OF MATERIALS

All construction related equipment and materials required for the contractor to work on this project will be processed by the contractor and delivered to the contractors approved storage area. Any construction related deliveries which are delivered on site, can be received by the contraclor Monday through Friday, excluding Federal Holidays between the hours of 7:00AM - 3:30PM. The contractor will be required to notify the COR when a delivery is scheduled and a contractor representative must be present at time of delivery.

TESTING AND INSPECTION

The contractor at a minimum shall meet industry standards set forth in accordance with all federal, state and local regulations. All measurement and verification must be conducted by the contractor and the contractor will be responsible for any measurements, prior to ordering doors and materials.

GUARANTEES AND WARRANTIES

Provide a special project warranty signed by the Contractor agreeing to replace/repair/restore defective materials and workmanship of the repairs during warranty period. The warranty period is twelve (12) months starting on the date of Substantial Completion of the project.

STORAGE OF TOOLS, MATERIALS, AND EQUIPMENT

All contractor tools shall be inventoried prior to entrance and exit from the institution daily. Any contractor materials, tools, and/or equipment that will be required to be brought on site for an extended period of time to expedite the project completion shall be permitted to be stored in a previously approved location agreed upon by the Contract Officer Representative and the contractor.

The contractor shall be permitted to bring in a securable Job Box for the duration of the project. The Job Box will be required to be secured when not in direct use and will require a minimum of (1) one padlock(s). Contractor tools stored in the onsite Job Box will require daily inventory checks. A tool inventory form will be provided to ensure accountability. Any tool considered a high security risk will be required to exit the institution daily.

CONSTRUCTION PROGRESS MEETINGS

The Contract Officer Representative or Facility Manager reserve the right to require weekly or bi-weekly progress meetings with the contractor(s) project manager to ensure scheduling requirements are met in accordance with this contract. Meetings shall include but are not limited to: pre-construction meeting(s) progress meeting(s), meeting agenda, minutes, and construction schedule.

DEFINITIONS

The Contract Officer (CO) executes the contract on behalf of the Government; this shall include a duly appointed successor. The Contracting Officer is the only official authorized to administer, modify and/or terminate the contract.

The Contracting Officer makes related approvals, determinations, and findings pertaining to the contract and is the only individual on the project staff who can obligate funds on behalf of the Government.

The FCI shall ensure a Contract Officer's Representative (COR) is present to allow access to all areas by the contractor.

The COR will be located at the project site and has overall responsibility for the administration of the operations and activities at the project site. The COR represents the Contract Officer for all technical matters that arise under the contract. The COR will evaluate the contractors performance and prepare a performance report at the end of the contract.

The Contract Officer Representative (COR) shall not, and has no authority to re-delegate authority to any other person, change or modify any terms of the contract, obligate the payment of any money by the Government and/or cause the contractor to incur cost not otherwise covered by the contract.

The contractor shall provide to the Contract Officer, (3) three copies of the safety data sheet (SOS) on all materials and substances that may be used during the course of the project. In the event the Institution Safety Manager does not approve the material, it shall be the responsibility of the Contractor to locate and procure an alternative product.

OTHER CONSIDERATIONS

Lost time due to security restrictions/considerations: contractors should plan for a certain amount of time accrued for security considerations, i.e., base security checkpoint, check in screening, delays due to inmate movements, institution lockdowns, institution emergencies, institution counts etc. In the event of an institutional emergency, the Contractor will be instructed to secure and stow all tools, equipment and materials, and contractor will be escorted off the institution grounds. Work will be suspended until the institution emergency passes. Contractor wi11 NOT be a11owed to bring cell phones, cameras, weapons or any other objects that violate criminal laws or are prohibited by Federal regulations

15B20324Q00000022 Page 9 of 14 or Bureau of Prisons policies on institution grounds. If use of a telephone is required in case of an emergency, the Government will provide a phone line for use.

The Contractor shall be responsible for removing all waste from the institution grounds and disposing of in accordance with all federal, state, and local regulations.

INSTITUTION SECURITY

The Contractor agrees to adhere to all regulations as outlined in HSPD-12 (Homeland Security Presidential Directive);

all regulations prescribed by the institution for safety, custody and conduct of staff, contractor workers and inmates. The contractor will be required to complete a limited background investigation through the National Crime Information Center (NCIC). The Contractor may at any time be removed from the institution grounds at the discretion of the Warden.

PAYMENT TERMS

The Contractor must provide a means for electronic payment to include bank routing and account number, payment terms are specified in FAR 52.212-4(g). The Government will make payment in accordance with the Prompt Payment Act (31 U.S.C 3903 and prompt payment regulations at 5 CFR part 1315). The Contractor can however offer discount payment terms for prompt payments as specified in block 12 on the SF 1449 form of this solicitation. Partial or half sessions will not be authorized for payment.

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Section 2 - Contract Clauses

A.1 ADDENDUM TO FAR 52.212-4, Contract Terms and Conditions-Commercial Products and Commercial Services (Nov 2023)

The terms and conditions for the following clauses are hereby incorporated into this solicitation and resulting contract as an addendum to FAR clause 52.212-4.

Clauses By Reference

52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): www.acquisition.gov

Clause Title Fill-ins (if applicable)

52.228-5 Insurance-Work on a Government Installation (Jan

1997)

52.203-17 Contractor Employee Whistleblower Rights (Nov 2023)

52.204-13 System for Award Management Maintenance (Oct 2018)

52.212-4 Contract Terms and Conditions-Commercial Products and Commercial Services (Nov 2023)

52.232-18 Availability of Funds (Apr 1984)

52.232-40 Providing Accelerated Payments to Small Business

Subcontractors (Mar 2023)

52.216-18 Ordering (Aug 2020)

52.216-19 Order Limitations (Oct 1995)

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Clause Title Fill-ins (if applicable)

52.216-21 Requirements (Oct 1995)

52.222-42 Statement of Equivalent Rates for Federal Hires (May

2014)

52.232-19 Availability of Funds for the Next Fiscal Year (Apr 1984)

2852.223-70 Unsafe Conditions Due to the Presence of Hazardous

Material (NOV 2020)

BOP 2852.242-71 EVALUATION OF CONTRACTOR PERFORMANCE

UTILIZING CPARS (APR 2011)

DOJ-01 Whistleblower Information Distribution (Oct 2021)

DOJ-03 Personnel Security Requirements For Contractor

Employees (Nov 2021)

DOJ-04 Federal Workplace Responses to Domestic Violence, Sexual Assault, and Stalking (DEC 2014)

DOJ-05 Security of Department Information and Systems

DOJ-05 (OCT 2023)

DOJ-08 Continuing Contract Performance During a Pandemic

Influenza or other National Emergency (OCT 2007)

52.212-5 Contract Terms and Conditions Required To Implement

Statutes or Executive Orders-Commercial Products and

Commercial Services (Dec 2023)

DOJ-02 Contractor Privacy Requirements (JAN 2022)

Clauses By Full Text

2852.201-70 Contracting Officer's Representative (COR) (NOV 2020)

(a) Mr./Ms. Bose George, Engineering Technician of FCI Danbury , 33 1/2 Pembroke Rd, Danbury, CT 06811 , 203-312-5233 , is hereby designated to act as Contracting Officer's Representative (COR) underassigned contract number , for the period of one can be assigned by the Facilities Department (specify the performance period of the contract that the designation covers).

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(b) Performance of work under this contract is subject to the technical direction of the COR identified above, or another representative designated in writing by the Contracting Officer. The term “technical direction” includes, without limitation, the following:

(i) Receiving all deliverables;

(ii) Inspecting and accepting the supplies or services provided in accordance with the terms and conditions of this contract;

(iii) Clarifying, directing, or redirecting the contract effort, including shifting work between work areas and locations, filling in details, or otherwise serving to accomplish the contractual statement of work to ensure the work is accomplished satisfactorily;

(iv) Evaluating performance of the Contractor; and

(v) Certifying all invoices/vouchers for acceptance of the supplies or services furnished for payment.

(c) The COR does not have the authority to issue direction that:

(i) Constitutes a change of assignment or work outside the contract specification/work statement/scope of work.

(ii) Constitutes a change as defined in the clause entitled “Changes” or other similar contract term.

(iii) Causes, in any manner, an increase or decrease in the contract price or the time required for contract performance;

(iv) Causes, in any manner, any change in a term, condition, or specification or the work statement/scope of work of the contract;

(v) Causes, in any manner, any change or commitment that affects price, quality, quantity, delivery, or other term or condition of the contract or that, in any way, directs the contractor or its subcontractors to operate in conflict with the contract terms and conditions;

(vi) Interferes with the contractor's right to perform under the terms and conditions of the contract;

(vii) Directs, supervises, or otherwise controls the actions of the Contractor's employees or a Subcontractor's employees.

(d) The Contractor shall proceed promptly with performance resulting from the technical direction of the COR. If, in the opinion of the Contractor, any direction by the COR or the designated representative falls outside the authority of (b) above and/or within the limitations of (c) above, the Contractor shall immediately notify the Contracting Officer.

(e) Failure of the Contractor and Contracting Officer to agree that technical direction is within the scope of the contract is a dispute that shall be subject to the “Disputes” clause and/or other similar contract term.

(f) COR authority is not re-delegable.

(End of Clause)

[END OF ADDENDUM TO FAR 52.212-4]

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Section 3 - List of Attachments

This Section Is Intentionally Left Blank

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Section 4 - Solicitation Provisions

A.2 ADDENDUM TO FAR 52.212-1, Instructions to Offerors-Commercial Products and Commercial Services (Sep 2023)

The terms and conditions for the following provisions are hereby incorporated into this solicitation as an addendum to FAR provision 52.212-1.

Provisions By Reference

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es): www.acquisition.gov

Provision Title Fill-ins (if applicable)

52.204-7 System for Award Management (Oct 2018)

52.212-1 Instructions to Offerors-Commercial Products and

Commercial Services (Sep 2023)

2852.233-70 Protests Filed Directly with the Department of Justice

(NOV 2020)

52.212-3 Offeror Representations and Certifications-Commercial

Products and Commercial Services (Nov 2023)

5.1 Quote Submission Instructions

5.2 Evaluation and Award Methodology

52.204-24 Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment (Nov

2021)

52.209-7 Information Regarding Responsibility Matters (Oct 2018)

[END OF ADDENDUM TO FAR 52.212-1]