White_Mountain_ApacheDetention_Facility_Exterior_Repairs_-SOW_5_19_25_0001.pdf

STATEMENT OF WORK

FACILITY DETENTION EXTERIOR REPAIRS

AT WHITE MOUNTAIN APACHE DEPARTMENT OF CORRECTIONAL FACILITY

PROJECT DESCRIPTION

Bureau of Indian Affairs (BIA), Office of Facilities Management and Construction (OFMC), Western

Regional Office requests a qualified contractor to perform corrective repairs at the White Mountain

Apache Detention exterior wall at Door Entry #104A and northeast corner near the generator. This

Statement of Work (SOW) includes enhanced materials specifications and repair methodologies based on

2025 industry standards for correctional facilities.

PERIOD OF PERFORMANCE

90 Calendar Days from Notice to Proceed

LOCATION OF PERFORMANCE

White Mountain Apache Department of Correctional Facility is located on the White Mountain Apache

Tribe, 1.8 miles on S Industrial Rd from S Chief Ave, Whiteriver, AZ, Navajo County, approximately 38 miles south of Show Low, Arizona on State Highway 60.

PROJECT BACKGROUND

The existing Detention/Correctional Facility was constructed in 2010. Total square footage of the facility is 29,490 square feet. The building is a two-story masonry structure supported by conventional shallow spread footings with slab-on grade flooring. The exterior walls are concrete masonry units (CMU).

Control joints on the exterior CMU walls are at approximately thirty-feet intervals. Steel columns and masonry lintels are used to support the floor and roof structure. Interior walls are CMU and metal framing with gypsum board wall/ceilings, acoustic lay-in ceiling at non-secure areas and pre-cast concrete cell blocks. Second level floors are precast concrete planks or metal deck with concrete topping supported by

CMU bearing walls and steel beams and columns.

EXISTING CONDITIONS

A significant amount of cracking exists at the east jamb of Door #104A. On the exterior side of the jamb, numerous CMU face shells have fallen away exposing the steel column embedded within the CMU wall.

Existing drawings show Detail 108 of the original drawings called for solid grouting the cells containing steel columns; however, there is no evidence of filled grout in CMU blocks, causing cracking and exposed structure of the square column.

Additionally, the northeast corner near the generator is separating, with many blocks becoming loose.

This structural issue requires immediate attention to prevent further deterioration of the building envelope and potential security compromises.

SCOPE OF SERVICES

1. Door Entry #104A Repairs

The Contractor shall perform the following corrective actions:

1.1 Preparatory Work

− Establish a secure work zone with proper barriers and signage

− Document existing conditions with photographs prior to demolition

− Coordinate with facility security personnel regarding temporary security measures

− Temporarily remove and safely store exit sign and surveillance camera

− Protect adjacent surfaces and equipment from damage

1.2 Demolition and Removal

− Remove CMU blocks extending to 14 inches (increased from 10 inches) on either side of door frame and 4 feet above frame

− Carefully demolish damaged CMU to avoid disturbing structural elements

− Clean exposed steel column of rust and debris

− Properly dispose of all demolition materials

1.3 Structural Reinforcement

− Apply zinc-rich epoxy primer to exposed steel column surfaces for corrosion protection

− Install minimum #5 (5/8") epoxy-coated rebar dowels at 16" O.C. vertically to anchor steel frame to building CMU

− Drill and epoxy-anchor rebar into existing sound masonry using Simpson Strong-Tie SET-XP epoxy or equivalent structural adhesive

− Construct prefilled pockets in existing CMU using high-strength non-shrink grout (Sika 212 or equivalent) to provide support to rebar

1.4 Concrete Installation

− Install formwork using adjustable metal forms with chamfered edges

− Pour fiber-reinforced high-strength concrete (minimum 5,000 psi) with integral waterproofing admixture

− Specified Product: BASF MasterFiber MAC Matrix macrosynthetic fibers or equivalent at 5 lbs. per cubic yard

− Specified Product: BASF MasterLife 300D integral waterproofing admixture or equivalent

− Vibrate concrete to ensure complete consolidation and elimination of voids

− Cure concrete according to ACI 308 guidelines using wet curing method for minimum 7 days

1.5 Finishing

− Removing forms after concrete achieves a minimum of 75% design strength

− Trowel in lines to match existing block pattern

− Apply elastomeric waterproof coating (Sherwin-Williams Loxon XP or equivalent) to match adjacent finishes

− Interior drywall repairs using mold and moisture resistant Type X gypsum board

− Apply Level 4 finishing, texture to match existing, and paint with institutional-grade coating

1.6 Reinstallation

− Reinstall exit sign and camera with new mounting hardware as required

− Test functionality of all removed equipment and verify proper operation

2. Northeast Corner Repairs (Generator Area)

2.1 Block Stitching Procedure

− Clean and prepare cracked area, removing loose material

− Install minimum of 8 helical stainless steel reinforcement bars (Helifix HeliBars or equivalent) in

10mm diameter

− Bars to be installed in 40mm deep saw-cut slots at 450mm vertical spacing

− Use HeliBond MM2 cementitious grout or equivalent for embedding bars

− Bars to extend minimum 500mm beyond crack in both directions

2.2 CMU Restoration

− Remove and replace a minimum of 5 damaged CMU blocks (increased from 3)

− Drill, refill and remortar blocks using high-bond mortar mix

− Install vertical and horizontal reinforcement to tie into existing wall structure

− Fully grout all cells in the repair area using high-strength grout (minimum 3,000 psi)

2.3 Corner Reinforcement

− Install galvanized steel corner reinforcement straps on exterior

− Apply fiber-reinforced cementitious waterproofing membrane (Mapei Mapelastic Smart or equivalent) at corner joint

− Install backer rod and high-performance polyurethane sealant (Sika Sikaflex-1c SL or equivalent) at expansion joint

3. Quality Control Requirements

3.1 Testing and Inspection

− The contractor shall engage an independent testing agency to verify:

− Concrete strength (minimum 3 test cylinders per pour)

− Grout strength (minimum 3 test specimens per day of grouting)

− Pull-out testing on minimum 2 epoxy anchors

− Mortar adhesion testing

3.2 Documentation

− Provide photographic documentation of work at each stage

− Maintain daily logs of work performed

− Record any deviations from SOW and obtain approval before proceeding

3.3 Warranty

− The contractor shall provide a 5-year warranty on all workmanship

− Manufacturer warranties for materials shall be transferred to the owner

CONTRACTOR QUALIFICATIONS

The Contractor shall:

1. Have a minimum of 10 years of experience in correctional facility construction/repair

2. Employ personnel certified in correctional facility security protocols

3. Maintain certifications from the American Concrete Institute (ACI) for concrete work

4. Be licensed in the State of Arizona with proper bonding and insurance

5. Demonstrate successful completion of at least 3 similar projects at secure facilities

6. Have staff trained and certified in proper epoxy anchor installation

GENERAL REQUIREMENTS

Upon issuance of an approved contract, the selected Contractor shall work with the COR to obtain security background clearance or provide existing clearance information. The Contractor must have a minimum of one person in supervisory capacity overseeing field work/employees and must have a favorable background clearance during the duration of project. Clearances time frames averaging 30-60 days.

The performance period is 90 calendar days (extended from 60) from issuance of notice to proceed, excluding Government review time. All work within the Detention Center may have to be done with the building occupied. Access will be limited and will require an escort. All work shall be coordinated with

BIA Office of Justice Services (OJS) Corrections Supervisor at the Detention Center.

All areas that are used for access shall be kept clean and any damage to these areas shall be repaired to match the original condition. When the work is completed, all surfaces in the work area shall be restored to the original condition.

SUBMITTALS

The Contractor shall submit the following:

1. Project Schedule: Within 7 days of Notice to Proceed

2. Safety Plan: Within 7 days of Notice to Proceed

3. Quality Control Plan: Within 14 days of Notice to Proceed

4. Material Submittals: Within 14 days of Notice to Proceed

− Product data sheets for all specified materials

− Material Safety Data Sheets (MSDS)

− Color samples for paint and sealants

5. Daily Reports: By noon the following workday

6. Testing Reports: Within 3 days of test completion

7. Project Closeout Documentation: Within 14 days of substantial completion

TRIBAL REQUIREMENTS

In addition, it shall be the contractor's responsibility to include all applicable Tribal TERO and Tax fees, permitting, and license associated with area of professional service.

• Tribal Employment Rights Office (TERO) Fee: 3% of total contract amount

• Tribal Tax: 5% of total contract amount

• Tribal Agencies: Tribal Employment Rights Office Phone No. 928.338.1012

Contractor must comply with the White Mountain Apache Tribe's Indian Preference Policy and provide documentation of compliance with TERO requirements.

SITE VISIT

It is highly recommended that contractors intending to bid on the work attend a site visit to determine the extent and complexity of the scope prior to solicitation closing. Visits to the site shall be made during scheduled appointment; during regular business hours, 8:00 am to 4:00 pm, Monday through Friday, excluding Federal Holidays.

PRECONSTRUCTION CONFERENCE

Contractor shall attend a preconstruction conference with the CO, COTR, OJS Occupying Program Users, and BIA Region and Agency personnel.

GOVERNMENT FURNISHED MATERIALS

Additional electronic attachments for convenience; Files (PDF Format) shall be made available by email request, including:

• Original building plans and details

• Previous inspection reports

• Facility security protocols

CODES AND STANDARDS

All work shall comply with the following codes and standards (most recent editions):

• International Building Code (IBC)

• American Concrete Institute (ACI) 318 and 530

• ASTM Standards for materials and testing

• American Society of Civil Engineers (ASCE) 7

• National Fire Protection Association (NFPA) 101

• Facility security standards as provided by BIA

END OF STATEMENT OF WORK