08 SOW - Repair RTS - Multiple Bldgs PDPG262040.pdf

REPAIR RTS

Multiple Buildings March Air Reserve Base California Page 1 of 12

STATEMENT OF WORK

REPAIR RTS

MULTIPLE BUILDINGS

PDPG262040

163 CES CALIFORNIA AIR NATIONAL GUARD

MARCH AIR RESERVE BASE CA

18 SEP 2026

1 SPECIFIC REQUIREMENTS

1.1 PURPOSE

Repair exterior building envelopes for multiple buildings at the Regional Training Site for the 163 ATKW CA ANG at March ARB.

1.2 SUMMARY

Demo, refinish and provide exterior building components for 13 buildings totaling approximately 9,600

sf. The buildings include 10 Billets, Kitchen, Bathhouse, and Pavillion. Work includes roofs, doors, windows, skylights, framing. wall finishes, painting, signage, mechanical, electrical, and sitework.

1.3 BUILDINGS

A GENERAL

1 See Drawings and Specifications.

2 Work to accommodate the scheduled around when buildings are in use.

3 Coordinate site preconstruction meeting with Government and each trade.

4 Call for inspection at each phase of work.

5 Drawing dimensions are approximate.

6 Field Verify all work prior to construction.

7 Notify Government of any suspect hazardous materials.

B BILLETS 2250-2259

1 (10) 512 sf Wood Framed Buildings.

2 Replace roofs, doors, frames and hardware, windows, lighting, and signage.

3 2250-2059 – Replace (60) 1’H x 4’W sliding with awning windows.

a. Retrofit installation method

4 2255 – Additionally provide (2) 4’H X 4’W’ with (2) 2’H x 4’W stacked awning windows mounted at 8’ AFF.

a. Provide 4x6 header

b. New construction installation method.

5 2255 – Demo satellite dish and conduit.

6 Demo 240v AC wall unit and infill. Provide GFCI 240v mini split system. Include refrigerant and condensate piping, power and fused disconnect. Locate in center of wall above window. Conceal utilities in wall, offset piping as shown. Provide 6” high concrete pad 6” wider than condenser, 8” from wall.

7 Provide Fiber Cement Board (FCB) over wood framing.

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8 Infill openings and refinish cement plaster and gypsum walls.

9 Paint misc metal items.

10 Sitework.

C KI TCHEN 2296

1 (1) 640 sf Wood Framed Building, 2 Replace roofs, doors, frames and hardware, lighting, and signage.

3 Replace rollup doors with double doors. Raise head or provide 4x6 min header and provide double stud jambs.

4 Demo (3) skylights. Frame and sheath roof and frame ceiling openings to match existing.

a. Continue roofing assembly over sheathing.

b. Infill ceiling gypsum board and finish and paint to match existing, 5 Provide FCB over wood framing.

6 Infill and refinish cement plaster walls and gypsum walls.

7 (1) Roof Plumbing Vent

a. Relocate as required to center of standing seam roof panel.

b. Provide Galvalum flashing to match roof installed in accordance with roofing manufacturer.

c. Cut pipe 12” above high side of roof.

d. Sleeve: 1/8” thick ’x14” anodized aluminum tubes cut to roof slope and fasten at ridge side with ss screws allowing 1/4” gap at roof. Use same tube diameter matching largest diameter sleeve.

8 (1) Fire Alarm Antenna

a. Reroute thru interior of building thru roof 12” high conduit to center of standing seam roof panel.

b. Provide Galvalum flashing to match roof installed in accordance with roofing manufacturer.

c. Sleeve: 1/8” thick ’x conduit length anodized aluminum tubes cut to roof slope and fasten at ridge side with ss screws allowing 1/4” gap at roof. Tube diameter to be 1/2” minimum larger than conduit.t

9 Prep and paint misc painted metal items.

D BATHHOUSE 2291

1 (1) 1580 sf CMU Building

2 Replace roofs, doors, frames and hardware, lighting, and signage.

3 Provide FCB over wood framing and wood gable wall.

4 Replace Skylights.

5 Provide Evaporative Cooler.

Provide 8” high concrete pad 6” wider than unit, 8” from wall.

6 Demo Exhaust Fans and provide Exhaust Fan.

7 Provide Electric Water Cooler (EWC).

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a. Existing drinking fountain was removed.

b. Replace water SOV.

c. Adjust water and drain.

d. Provide power with LB from adjacent power receptacle.

8 Roof Vents

a. Relocate as required to center of standing seam roof panel.

b. Provide Galvalum flashing to match roof installed in accordance with roofing manufacturer.

c. (6) Plumbing Vents: Cut pipes to 12” above high side of roof.

d. (5) Mechanical Vents: Cut 2 tall vents to match other 3.

Replace caps with similar design in stainless steel.

e. Sleeves: 1/8” thick x13” anodized aluminum tubes cut to roof slope and fasten at ridge side with ss screws allowing 1/4” gap at roof. Width to clear base flare. Fasten at ridge side ss screws allowing 1/4” gap at roof. Use metal spacers as required to center sleeve and cap. Use same tube diameter matching largest diameter sleeve.

Length to conceal Plumbing Vent and Mechanical Vent riser.

9 Ceiling and Area Lights

a. At entry demo bugeye and (2) recessed downlights and provide Ceilng Light on FCB ceiling in recessed box flush with FCB and conduit in furred space.

b. Provide Area Lights.

10 Replace hose bibs, power receptacles and covers, dryer wall vent, and Knox Box.

11 Demo wall mounted items including mop rack, hose rack, screws, etc.

12 Protect in place aluminum Bulletin Board.

13 Patch and seal CMU walls.

14 Prep & paint misc painted metal items.

E PAVILLION 2290

1 (1) 2450 sfSteel Framed Canopy.

2 Replace roof, lighting, power, electrical, and signage.

3 Provide FCB over wood framing.

4 Provide Ceiling Lights and Area Lights.

5 Salvage ceiling mounted plaques and reinstall per Government locations.

6 Prep and paint all steel.

7 Sitework.

F GRADING

1 Grade 6” down and remove. Fill with 3/4” crushed rock compacted to 90%.Color to match Quad. PALM SPRINGS GOLD

2 BILLETS: Rock level 1/2” below PCC paving and plaster weep screed.

3 BILLETS & PAVILLION: Rock 1/2” below PCC paving.

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1.4 SPECIFICATIONS

A GENERAL

1 Materials listed are OR EQUAL unless noted otherwise.

2 Materials installation and application shall conform to Manufacturers Requirements and Recommendations.

3 Submit sample of all finished material.

B ROOFING ASSEMBLY

1 Demo flashing, gutters, facia, composite shingle roofing, and underlayment down to wood decking.

2 Replace damaged or unsuitable sheathing at BILLETS, KITCHEN & BATHOUSE.

Include 10% sheathing replacement per CLIN. Assume framing is sound.

3 Provide Class A roof assembly consisting of metal roofing over self-adhered membrane over roofing board over rigid insulation over existing wood decking.

a. Assembly components shall be approved by roofing manufacturer.

b. Delegated-design engineer shall derive requirements and provide engineered calculations per UFC code requirements.

c. Provide unlimited 20 year material and labor warranty.

4 2” polyiso rigid insulation board conforming with ASTM C1289.

5 1/2” Glass mat roofing board conforming with ASTM C1177. DENS DECK

6 40 mil self-adhered, 250 high-temperature, polymer modified membrane per ASTM D1970.

7 Standing Seam Metal Roof. BERRIDGE CEE-LOCK PANEL

a. 24 ga, 1-1/2” x .5” x 16.5” OC flat panel, Snap-Lock Seam with weatherseal.

b. Acrylic-coated Galvalum finish per ASTM A792.

c. Full perimeter 8” knife blade hemmed eave with one piece flash back and turn down to bottom of roof framing with FCB concealing turn down flashing.

d. Continuous no field cut roof panels.

e. Flashing material same as roofing.

f. Flashing cut ends edges shall be painted with Galvalum paint on edge only not face.

g. Concealed fasteners.

h. Roof penetration flashing matching roof material.

i. Submit Shop Drawings.

C DOORS & FRAMES

1 Hollow metal - 16 ga insulated doors, 14 ga fully welded frames. CURRIES

2 Single rabbet profile frame. 2” face x depth as required.

3 16 Ga HDG Vents.

4 Prime & Paint. Color to match Pavillion.

5 See Door Schedule & Hardware Specifications.

6 Submit Shop Drawings.

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D WINDOWS

1 Aluminum Awning. MILGARD 250

2 Low profile 1-1/4” thermal frame, 2-1/4” daylight opening at head.

3 Clear anodized finish.

4 Dual pane Low-E2 glass.

5 Ensure openings are properly flashed.

6 Submit shop drawings.

E SKYLIGHTS

1 (7) 2’X4’ Double Dome Insulated Fill. Mill Alum Frame. VELUX - ECO SKY 3 – CLD3

2 Ensure openings are properly flashed.

3 Submit shop drawings.

F EXISTING WALLS

1 BILLETS & KITCHEN

2X4 DF Studs @ 16” OC, 3/4”.plywd exterior, K Lath with 3 coat cement paster, R13 unfaced batt insulation, 5/8” gypsum board, orange peel finish, and paint.

2 BATHHOUSE

8X16X8 precision CMU, tan color, with raked gray mortar joints.

G FRAMING AND FURRING

1 Douglas Fir 2.

2 Block roof perimeter and skylights to depth of rigid insulation.

3 Demo facia and trim boards.

4 Fur 2’ OC maximum.

5 Fur to support FCB and Panels, vertical at facia and walls.

6 Stop furring short of all FCB joints concealing furring from view and weather.

7 Shim as required to achieve flat FCB panel.

8 Secure with deck screws penetrating 1.5” min at cross grain and. 2.5” min at end grain.

H FIBER CEMENT BOARD (FCB)

1 Construction Fiber Cement Facade Board. AFC - SWISSPEARL

a. All materials provided by Manufacturer.

b. Untreated natural rough texture construction build.

a) Untreated and designed for direct exposure.

b) Modulus of Rupture: CMD -2500 MD-3200

c) Compressive Strength: 11600 PSI

d) Dry Density: 105 FT/LB

e) Normal Moisture Content: 5%

f) Modulus of Elasticity; 1.4 x 106.

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c. Panel Size: 4’x8’x 8mm with 3/8” gaps.

d. Fasteners: #10 304, T20W drive, mushroom head wood screws.

a) Stainless head finish.

b) 30mm length minimum.

e. Gasketing: EPDM ribbed joint sealing strips continuous at furring.

2 FCB over ceilings, eaves, facias and gable walls.

a. Layout panels symmetrically for 1/2 panel cut minimum.

b. Continuous aligned joints at facia, soffits, and walls.

c. Facia to conceal metal vertical eave flashing.

d. Fasten evenly spaced, 3” from edges. 2’ on center maximum each way.

e. Submit panel layout and eave shop drawings.

I CEMENT PLASTER

1 Colored Cement Plaster Coating to match base standard.

LA HABRA - ALLEGRO II X86 SANDSTONE

2 Spray application over existing including weep screeds.

3 Patch and crack seal.

4 Pressure wash prep to comply with ASTM D4258.

5 3 coat cement plaster system w/ k lath at infill. Furr as required.

6 At HM door frames provide casing bead with 1/4” gap with backer rod and gray sealant.

J CMU SEALER

1 Silane and Alkoxysiloxane chemical bonded. PROSECO - SILOXANE WB

2 Clear drying and solvent free.

3 Patch holes to match CMU finish and color.

4 Pressure wash prep to comply with ASTM D4258.

K PAINT

1 Paint – Two Component, polyester modified, aliphatic, acrylic polyurethane. Spray two coats. Satin Finish. Gray color to match single gang box. SW - ACROLON 100 HS

2 Primer –. Two-Component, rust-inhibitive, high solids epoxy. SW - MACROEPOXY 5000

3 Preparation – SSPC-SP3 Power Tool Cleaning down to sound solid substrate.

4 Include $1000 for painting or cleaning miscellaneous items per CLIN

L PANEL

1 (20) BILLETS

Center align top of vent.

2 (2) KITCHEN

Center align bottom of vent.

3 (1) BATHHOUSE

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Center align top at bottom of Exhaust Fan.

4 (1) PAVIILLION

Center align steel beam ridge.

5 Perforated 304 stainless steel. MCNICHOLS 183114116M1

6 24”x24”, 16 gauge, 3/16” round holes, 1/4” staggered centers, 51% open area.

7 Mount signage prior to install.

8 Mount solid margin at bottom.

9 Secure with (4) FCB 60mm wood screws typical, 1-12” stainless steel spacers located 2” from corners.

a. Provide at Bathhouse gable.

b. Provide expansion anchors at Billets and Kitchen cement plaster.

c. Provide sheet metal type at Pavillion tube steel frame.

M SIGNAGE

1 (13) BUILDINGS

2 (4) 6” high x 3/8”thick numbers. Arial regular font building numbers.

3 Solid aluminum. Black anodized finish.

4 Locate centerline of Panel, 3” from bottom.

5 Provide stainless 1/4” standoffs and back mounted stainless fasteners.

6 Submit Shop Drawings.

N PLAQUES

1 (18) PAVILLION

Reinstall salvaged plaques.

O KNOX BOX

1 Replace Knox Box

2 5”x4”x3” Single mechanical lock, surface mount, aluminum finish. KNOX 3263

3 Obtain access code from Base Fire Department.

P MECHANICAL

BATHHOUSE

1 (1) Evaporative Cooler (EC)

a. Unit - 6800 side discharge, 2 speed 120v motor, disconnect switch, thermostat, high efficiency 4x4 media pads. PHOENIX AIR – PRO SERIES PH6802C

Control thru the Single Controller.

b. Plenum - 42”x24” 1” lined and structurally reinforced HDG plenum up wall and turn at top of CMU and frame thru center of wood gable. Secure to CMU internally thru plenum with rubber standoff discs 2” thick 3” diameter, 3” from edge. Architectural reveal serves as vibration isolation and path for power, water, and com.

c. Demo north and south exhaust fans and reframe for plenum & exhaust fan and infill as required. Demo north power back to nearest box.

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d. Demo (2) interior transfer grills and frame in (2) 2’x4’ aluminum eggcrate grills

e. Utilities: Run 1/2” LFMC 20A dedicated power, exterior rated control wire, and water together thru gable below plenum, groove CMU for radius, down secured to CMU behind plenum, under and secured to plenum, unsupported to switch and unit.

Locate power box and water SOV interior.

Extend existing domestic water system to the unit, including isolation valve, backflow protection, piping, insulation/protection, and associated wall penetrations.

f. Demo wall light at plenum and pull wire back to nearest box.

2 (1) Exhaust Fan (EF)

a. Direct drive 4500 cfm minimum, variable speed control, 120v., 26”x 26”, 18” diameter fan. Wall box and wall housing guard. GREENHECK AER 20 -VG

b. AMCA Triple Certification

c. Pre-punched mounting panel for precise inside wall mounting.

d. Aluminum propeller.

e. Inside mount disconnect switch.

f. Use existing power from demo EF.

g. Exhaust out EF will pull air EC even if EC is off.

h. Control thru the Single Controller.

3 (1) Single Controller to control EC and EF.

a. Controller shall operate simultaneous EC and EF ON/OFF, EF ON/ EC OFF, EF OFF, EC OFF, and Programmed Schedule.

b. Coordinate functionality of interface between evaporative cooler and exhaust before submitting.

c. Locate at Men inside entrance. Verify location with Government.

4 (1) Electric Water Cooler (EWC)

a. Outdoor Wall Mounted Vandal Resistant Bottle Filling Station & Single Cooler Filtered Refrigerated Stainless. ELKAY LVRC_K FAMILY

b. 8 gallon chilling capacity, visual filter button, electronic bottle filler, vandal resistant bubbler, mechanical front bubbler button activation.

c. Provide 10 spare filters.

5 (5) Hose Bibs

a. 1/4 turn stainless steel, white vinyl handle. AMERICAN VALVE - M71QTSS

b. Verify fitting.

c. (3) PAVILLION

d. (2) KITCHEN

6 (1) Dryer Wall Vent

Flush gasketed hinged damper. 26 GA Zinc Alum. Verify size. FAMCO FWV

BILLETS

1 (10) Air Conditioner (AC)

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a. (8) Mini Split AC (GFCI). INNOVAIR WIN18H2V51

b. (2) Provide similar. INNOVAIR QHW18H2UZRA & QOS18H2XE5A or B

Provide at Buildings 2255 & 2256

c. Government Furnished Contractor Installed (GFCI).

Q ELECTRICAL

1 (28) Wall Light – 6”x8”x3” White, 14W LED, CCT Selectable, Flush On/Off Photocell, Set to 4000K, Wet Environment. RAB - ENTRA W

a. (20) BILLETS

b. (3) KITCHEN

c. (5) BATHOUSE

2 (17) Ceiling Light – 12” dia x1.5” White, 24W LED, 1950LM 4000K, CTT Selectable, 90 CRI, Wet Environment. Set to 4000K. RAB - SUMO-R-12

a. (16) PAVILLION

Surface Box - 3” dia natural die-cast aluminum. RAB LRTC-3/4

b. (1) BATHHOUSE

Recess box flush with FCB.

3 (8) Area Light – 9”x6”X2” White, LED Flood, 120-277V, 60W/70W/80W Selectable, 3000K/4000K/5000K Selectable, Flush Dust to Dawn Sensor, Knuckle Mount, Wet Environment. Set to 80W 4000K. Wire to single switch interior switch at entry door.

LUXRITE LR403602

a. (4) PAVILLION

a) Surface Box -Single Gang Silver Gray with WP Lid. RAB B3 -3/4

b) Light Switch – 20A Weatherproof Decora Gray. Stack mount flush.

LEVITON W5621-2GY

c) Conduit – RMC with WP compression fittings at boxes, no couplers. Span conduit box to box, no clips. Service conduit continuous down center of beam to column with tight bend to switch box. Secure near bend with (1) SS one hole clip & SS screw.

b. (2) BATHHOUSE

Recess box to face of FCB. Center mount at ridge.

c. (2) KITCHEN

Recess box to face of cement plaster. Center mount at ridge.

4 (11) Duplex Power

a. Receptacle - 20A 125V GFI Decora Gray LEVITON GFNT2-HGG

b. Cover – 3”x4.7”x1” Full coverage, low profile, flat face, no visible identification, cast aluminum powder coat, self-closing GFCI – silver. KILLARK FCL-GF

c. (3) KITCHEN

d. (4) BATHHOUSE

e. (4) PAVILLION

5 Exterior conduit shall be RMC. Interior conduit shall be EMT.

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1.5 COST LINE ITEMS

A BASE BID BILLETS 2250-2259

B OPTION 1 KITCHEN 2296

C OPTION 2 BATHHOUSE 2291

D OPTION 3 PAVILLION 2290

1.6 PERIOD OF PERFORMANCE 120 DAYS

A SCHEDULE

1 Work to accommodate Training Schedule

2 JAN 02 Construction Start. Full Site Access.

3 FEB 14 Complete Roofing, Bathhouse AC.

4 MAR 14 Complete Billets Doors, Windows, AC. Site Grading.

5 APR 02 Complete Project. Partial Site Access

1.7 ATTACHMENTS

A AOI Requirements

B Material Submittal Schedule

C Door Scheule

D Drawings

E Specifications

F Contract Information

2 GENERAL REQUIREMENTS

2.1 BASE ACCESS

Per Contract Information

2.2 SUPERINTENDENT

Per Contract Information

2.3 ANTI TERRORISM TRAINING

Per Contract Information

2.4 SCHEDULE

Per Contract Information

2.5 SUBMITTALS

Per Contract Information

2.6 MEETINGS

Per Contract Information

2.7 CODES

Comply with UFC requirements and all codes and standards reference therein including applicable federal, state, and base codes. The most stringent requirements shall apply. Contractor shall address discrepancies with government prior to construction.

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2.8 CONSTRUCTION

All work shall be performed in a workmanlike manner consistent with industry standards and manufacturers recommendations.

2.9 CHANGES

Any alteration, or deviation from the drawings/specifications or contract involving extra costs or credits will be executed as mutually agreed upon and be verified by written change order.

2.10 TESTS & INSPECTIONS

Provide all required tests and inspections required by code.

2.11 WARRANTY

Guarantee the material and workmanship for a minimum of one (1) year following the date of substantial completion.

2.12 STAGING AND SITE ACCESS

A. Offsite materials and equipment shall be staged in locations determined by the COR.

B. Park on site or in designated stalls determined by the COR. On street parking is not permitted.

2.13 DEMOLITION

Dispose per industry standards and regulations to approved off-base location.

2.14 PROJECT CLEANUP

Construction debris will be removed daily. Prior to final acceptance, contractor shall remove all waste materials and debris arising from construction and shall present all construction areas in a broom clean condition.

2.15 HOURS OF OPERATION

Construction shall be performed during normal duty hours 0700-1600, Mondays through Fridays, unless otherwise required in the contract or approved by the COR. There may be situations that require the contractor to work at times other than normal working hours. When the Contractor’s work schedule conflicts with an Air Force mission requirement, the COR reschedule the work to minimize disruption.

2.16 RECOGNIZED HOLIDAYS

Do not provide service on observed federal holidays except in emergency situations. Indicate holidays in schedule.

2.17 BASE CLOSURES

Work scheduled but not accomplished because of base closure due to weather, exercises, or actual alert, will be accomplished as soon as possible after reopening the base.

2.18 PERFORMANCE OF SERVICE DURING CRISIS OR HEIGHTENED SECURITY

In the event of crisis or heightened security caused by a national emergency, natural disaster, or other cause, continue performance as required in support of the Air Force mission. The Contract price and delivery schedule may be adjusted to reflect any change of work that may be directed. This service is not determined to be essential for performance during crisis according to DODI 3020.37.

2.19 INTERFACES

Do not unduly interfere with regularly scheduled Government operational activities in the performance of contract requirements. In the event a Government representative so requests, temporarily cease work in the area and report the instructions including the name of the Government person involved to the Contractor Officer Representative (COR) immediately by the most expedient means. Notify the COR verbally of disputes with customers or other base contractors and follow-up in writing.

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2.20 SAFETY REQUIREMENTS AND REPORTS

Contractor shall perform work in a safe manner as required by OSHA Safety and Health Requirements.

Provide a verbal report to the COR as soon as possible of each occurrence of damage to Government property or an accident resulting in death, injury, occupational disease, or adverse environmental impact. Provide a completed Accident Investigation Report to the COR within five calendar days of each occurrence.

2.21 PARTNERING AGREEMENT

The Partnering Agreement is between the Government and Contractor to facilitate joint cooperation and a sound partnership of all parties involved in the execution of this contract. Partnering is the creation of a Government-Contractor relationship that promotes achievement of mutually beneficial goals. It involves an agreement in principle to share the risk involved in completing the project and to establish and promote a nurturing partnership environment.

Contract Requirements Package

Antiterrorism / Operations Security / Information Protection Review Coversheet

AOI-RC, v3.5 Page 2 of 2

Section IV - Standard Contract Language/Contract Clause Applicability and/or Additional SOW or PWS Language

1. Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within

Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security

Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force

Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

1a. For Contractors Requiring Common Access Card (CAC). Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated

National Agency Check with Inquiries (NACI/Tier 1) or higher investigation IAW DoDI 5200.46. The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) Remote access, via logon, to a

DoD network using DoD-approved remote access procedures; or (3) Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial/interim CAC may be issued based on a successfully scheduled NACI with the Office of Personnel Management and a favorable completion of an FBI fingerprint check.

1b. For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist

Screening Database (TSDB) (DODIO 2000.16V1_DAFI 31-145, DAFI 31-101 and DODM 5200.08v3_DAFMAN 31-101v3), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

2. All contractor employees and associated sub-contractor employees assigned to work on a government site and/ or requiring access to a DoD network will be required to complete the necessary training required of them initially and annually for the duration of the contract (i.e., DoD IAA Cyber Awareness, Protecting

Sensitive Information, Force Protection, etc.).

3. For Contracts that require Handling or Access to Classified Information. For contracts that require handling or access to classified information, the contractor shall comply with FAR Clause 52.204-2, Security Requirements, including the National Industrial Security Program Operating Manual (DoD 5220.22-M) and applicable updates/changes. This clause involves access to information classified “Confidential/Secret/Top Secret” and requires contractors to comply with a

Visitor Group Security Agreement (VGSA) when designated as a Visitor Group at all contractor operations located on Air Force/Air National Guard installations in accordance with this PWS. Contract personnel must be entered in the Defense Information System for Security (DISS) and vendor will comply with paragraph

1.6h above. A DD 254, DoD Contract Security Classification Specification, is required for all classified contracts. Completion of localized security training

(information protection related material) will be accomplished at the Wing/Unit level. Derivative Classification and Marking Classified CBTs may also be required as per assigned duties (i.e., SIPRNet).

4. Antiterrorism Awareness Level I Training (AT Level I). This standard language is for contractor employees with an area of performance within a US Government controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to US Government installations, facilities and controlled access areas shall complete AT Level I training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. AT Level I may be accomplished by a Level I qualified instructor; completing the Force Protection computer-based training (CBT) course on Joint Knowledge Online (JKO) at https://jkodirect.jten.mil/Atlas2/page/login/Login.jsf. For those without a CAC, select

"Non-CAC" user on the JKO site. Tracking for each contractor or subcontractor employee is the responsibility of the COR or unit AT Representative.

5. AT Awareness Training for Contractor Personnel Traveling Overseas. US based contractor employees and associated sub-contractor employees will be made available and receive government provided area of responsibility (AOR) specific AT awareness training as directed by DODI O-2000.16, VOLUME 1-O. Specific

AOR training content is directed by the combatant commander with the unit ATO being the local point of contact. (Item 9 below will apply)

6. For contracts that require an OPSEC Plan. The contractor shall develop an OPSEC Plan and provide it to the COR or KO within 30 calendar days of contract award to be reviewed and approved by the responsible Government OPSEC officer, per AFI 10-701, Operations Security. This Plan shall include the government's critical information, why it needs to be protected, where it is located, who is responsible for it, and how to protect it. For the contractor to effectively comply with OPSEC provisions of the contract, the organization will provide the following guidance: (1) Organization’s Critical Information; (2) Adversaries’ collection threat information as it applies to the organization’s mission and the contract; (3) Operations Security guidance; and (4) Specific OPSEC measures the organization requires (as appropriate).

6a. Requirement for OPSEC Training. In accordance with AFI 10-701, Operations Security, OPSEC PMs/SMO/SMNCOs/Coordinators will provide OPSEC training or training materials to contract employees within 30 days of employees’ initial assignment to the contract and prior to having access to any critical information (CI) and annually thereafter. General organizational orientations may need to be supplemented by duty-related orientations in the work center targeted toward specific critical information and vulnerabilities associated with the work. Initial training (OPSE 1301 - OPSEC Fundamentals) located on the

Defense Counterintelligence and Security Agency website: https://securityawareness.usalearning.gov/opsec/index.htm and the OPSEC Annual training- DAF-

Operations Security Awareness Training located on My Learning https://lms-jets.cce.af.mil/moodle/course/view.php?id=11654#section-1

7. For Information Assurance (IA) / Information Technology (IT) Training. All contractor employees and associated sub-contractor employees shall complete the

DoD Information Assurance Awareness Cyber Awareness Challenge before issuance of network access and annually thereafter. All contractor employees performing services involving IA/IT functions shall comply with DoD and Air Force training requirements in DoDD 8140.01, DoD 8570.01-M and AFPD 33-2 within 45 days of the start of contract performance.

8. For Information Assurance (IA) / Information Technology (IT) Certification. In accordance with DoD 8570.01-M , DFARS 252.239.7001 and AFM

33-282, Contractor employees performing services supporting IA/IT functions shall be appropriately certified upon contract award. The baseline certification as stipulated in DoD 8570.01-M shall be completed upon contract award.

9. For Contract Requiring Performance or Delivery in a Foreign Country, DFARS Clause 252.225-7043, Antiterrorism/Force Protection for Defense Contractors

Outside the US. The clause shall be used in solicitations and contracts that require performance or delivery in a foreign country. This clause applies to both contingencies and non-contingency support. The key AT requirement is for non-local national contractor personnel to comply with theater clearance requirements and allows the combatant commander to exercise oversight to ensure the contractor’s compliance with combatant commander and subordinate task force commander policies and directives.

10. For Contractors Authorized to Accompany the Force. DFARS Clause 252.225-7040, Contractor Personnel Authorized to Accompany U.S. Armed Forces

Deployed Outside the United States. The clause shall be used in solicitations and contracts that authorize contractor personnel to accompany US Armed Forces deployed outside the US in contingency operations; humanitarian or peacekeeping operations; or other military operations or exercises, when designated by the combatant commander. The clause discusses the following AT/OPSEC related topics: required compliance with laws and regulations, pre-deployment requirements, required training (per combatant command guidance), and personnel data required.

C

E R

T O

F C

O M

P L

IA

N

S

H O

P D

R A

W

IN

G

O L

O R

S E

L E

C T

IO

N

M

F R

'S R

E C

O M

M E

N D

A T

IO

A T

A L

O G

D A

T

M

R E

C O

M M

E N

D A

T

IO

L

C U

L A

T

IO

W

R

R A

N

Y

D

R A

W

IN

G

P

O

S

T R

E S

U L

P

O

F E

S S

IO

N

A L

S T

A M

U B

M

IT

T A

L D

A

B

M

IT

T A

L N

U M

B

B

M

IT

T A

L D

A

T

U

P

R O

V

IS

A

P P

R O

V

S

U B

M

IT

T A

L D

A

T

U R

N D

A

P

R O

V

IS

A

P P

R O

V

K

A

P P

R O

V A

L D

A T

E

GENERAL

1 Bonds X NOA +10 2 Certificate of Insurance X NOA +10 3 CPM Schedule X NOA +10 4 Schedule of Values X NOA +10 5 Activity Hazard Analysis X NOA +10 6 Accident Prevention Plan X NOA +10 7 Construction Quality Contol X NOA +10 8 Base Access Form X NOA +10

ARCHITECTURAL

1 Doors & Frames X X NTP1 +30 2 Hardware X NTP1 +30 3 Windows X X NTP1 +30 4 Skylights X NTP1 +30 5 Roof Assembly X X X X NTP1 +30 6 Wood Framing & Furring X NTP1 +30 7 Fiber Cement Board System X X NTP1 +30 8 Cement Plaster X X NTP1 +30 9 CMU Sealer X NTP1 +30 10 Paint X X NTP1 +30 11 Panel X NTP1 +30 12 Signage X X NTP1 +30 13 Knox Box X NTP1 +30 14 Crushed Rock X NTP1 +30

MECHANICAL

1 Evaporator Cooler System X NTP1 +30 2 AC Split System X NTP1 +30 3 Exhaust Fan X NTP1 +30 4 Electric Water Cooler X NTP1 +30 5 Dryer Vent X NTP1 +30 6 Valves X NTP1 +30 7 Hose Bibs X NTP1 +30

ELECTRICAL

1 Lighting X NTP1 +30 2 Devices X NTP1 +30 3 Conduit & Boxes X NTP1 +30 4 Misc X NTP1 +30

CLOSEOUT

1 Asbuilts X X X POP

2 O&M X X POP

3 Warrantees X POP

4 Daily Reports X POP

MATERIAL SUBMITTAL SCHEDULE

REPAIR RTS - MULTIPLE BLDGS

CONTRACTOR GOVERNMENT

AF66

PDPG262040

DR SIZE MTL HDW

BILLETS

50-1 3'-0" x 7'-0" HM 1 50-2 3'-0" x 7'-0" HM 1 51-1 3'-0" x 7'-0" HM 1 51-2 3'-0" x 7'-0" HM 1 52-1 3'-0" x 7'-0" HM 1 52-2 3'-0" x 7'-0" HM 1 53-1 3'-0" x 7'-0" HM 1 53-2 3'-0" x 7'-0" HM 1 54-1 3'-0" x 7'-0" HM 1 54-2 3'-0" x 7'-0" HM 1 55-1 3'-0" x 7'-0" HM 1 55-2 3'-0" x 7'-0" HM 1 56-1 3'-0" x 7'-0" HM 1 56-2 3'-0" x 7'-0" HM 1 57-1 3'-0" x 7'-0" HM 1 57-2 3'-0" x 7'-0" HM 1 58-1 3'-0" x 7'-0" HM 1 58-2 3'-0" x 7'-0" HM 1 59-1 3'-0" x 7'-0" HM 1 59-2 3'-0" x 7'-0" HM 1

BATHHOUSE

91-1 3'-0" x 7'-0" HM 2 91-2 3'-0" x 7'-0" HM 2 91-3 3'-0" x 7'-0" V HM 3 91-4 3'-0" x 7'-0" V HM 3 91-5 3'-0" x 7'-0" V HM 3

KITCHEN

96-1 3'-0" x 7'-0" HM 1 96-2 3'-0" x 7'-0" PR HM 4 96-3 3'-0" x 7'-0" PR HM 4

LEGEND

HM

PR

V

PDPG262040

DOOR SCHEDULE

REPAIR RTS

Multiple Buildings

HOLLOW METAL

PAIR

1' X 2' LOW VENT +14" BTM

18-Sep-2026