ATTACHMENT 02_B403 Cyber_Specifications (Div 01-08)_B3.pdf

T Y P E B - 3 F I N A L

Repair B403 for Cyber Contract No. PBXP222050

Specifications (Divisions 01-08)

Prepared for

179th Civil Engineering Squadron

Ohio Air National Guard

Mansfield Lahm ANG Base, OH

May 2026

Jacobs Government Services Company

2600 Michelson Drive, Suite 500

Irvine, CA 92612

REPAIR B403 FOR CYBER FA877006_B403

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK; SECURE AREA SUPPLEMENT

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 08/23 PROJECT SCHEDULE

01 32 52 04/26 SPECIAL SECURITY (24 NOV 2025)

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 13 11/20, CHG 1: 02/22 SPECIAL PROJECT PROCEDURES

01 35 26 11/20, CHG 4: 08/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23 QUALITY CONTROL

01 45 35 05/24 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 91 00.15 05/23, CHG 2: 11/23 BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 00 02/19, CHG 9: 08/24 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DIVISION 05 - METALS

05 05 20 05/22, CHG 1: 08/24 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 50 13 08/24 MISCELLANEOUS METAL FABRICATIONS

05 51 33 08/24 METAL LADDERS

05 52 00 08/23 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

PROJECT TABLE OF CONTENTS Page 1

07 19 00 08/23 WATER REPELLENTS

07 21 13 08/23 BOARD AND BLOCK INSULATION

07 21 16 08/23 MINERAL FIBER BLANKET INSULATION

07 21 23 08/23 LOOSE FILL THERMAL INSULATION

07 27 10 08/23 BUILDING AIR BARRIER SYSTEM

07 42 63 05/11, CHG 4: 08/20 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 08/23 FLASHING AND SHEET METAL

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/23 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 13 73 02/11 SLIDING DOORS

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 34 73 11/19, CHG 1: 02/21 SOUND CONTROL DOOR ASSEMBLIES

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 08/24 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/24 GYPSUM BOARD

09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING

09 65 00 11/24 RESILIENT FLOORING

09 68 00 11/24 CARPETING

09 69 13 11/24 RIGID GRID ACCESS FLOORING

09 84 20 08/16, CHG 1: 08/18 ACOUSTICAL WALL PANELS

09 90 00 02/21 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 22 39 08/20 FOLDING PANEL PARTITIONS

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 13 08/24 LOCKERS

DIVISION 11 - EQUIPMENT

11 31 13 08/17, CHG 2: 11/24 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

***REMOVED***

DIVISION 13 - SPECIAL CONSTRUCTION

PROJECT TABLE OF CONTENTS Page 2

13 49 20.00 10 10/07 RF SHIELDING

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 05/24, CHG 1: 11/24 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 48.19 02/25 SEISMIC BRACING FOR MECHANICAL SYSTEMS

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 08/24 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00 05/23, CHG 1: 08/24 COMMISSIONING OF MECHANICAL AND

PLUMBING SYSTEMS

23 09 00 08/24 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 08/24 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 09 53.00 20 02/10, CHG 3: 08/24 SPACE TEMPERATURE CONTROL SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 23 00 08/21 REFRIGERANT PIPING

23 30 00 02/25 HVAC AIR DISTRIBUTION

23 81 00 05/24 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 23 11/20 COMPUTER ROOM AIR CONDITIONING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 08/24 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS FIRE & LIFE SAFETY

25 05 11.23 08/24 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS BUILDING CONTROL SYSTEM

25 05 11.28 08/24 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS ELECTRONIC SECURITY

SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 48 11/23 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 05 73 08/23 POWER SYSTEM STUDIES

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19 05/24 PAD-MOUNTED, LIQUID-FILLED,

MEDIUM-VOLTAGE TRANSFORMERS

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

26 27 13.10 30 10/07, CHG 2: 08/18 ELECTRIC METERS

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15 05/24 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 33 53 05/19 STATIC UNINTERRUPTIBLE POWER SUPPLY

(UPS)

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

PROJECT TABLE OF CONTENTS Page 3

BY-PASS/ISOLATION SWITCH

26 41 00 08/23 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 08/23 ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

28 10 05 05/24 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 20 05/22 BASE COURSE FOR RIGID PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 15 00 05/17 AGGREGATE SURFACING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 31 13 11/21 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 02/26 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

REPAIR B403 FOR CYBER

MANSFIELD LAHM ANGB, OH

OHIO AIR NATIONAL GUARD

PROJECT NO. PBXP222050

CODES AND STANDARDS REFERENCED HEREIN

THIS PROJECT IS DESIGNED IN ACCORDANCE WITH THE 2024 INTERNATIONAL BUILDING

CODE (IBC) AS MODIFIED BY UFC 1-200-01, 17 DECEMBER 2024.

THE UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS) ARE UPDATED REGULARLY. THE

VERSION OR EDITION OF CODES AND STANDARDS REFERENCED HEREIN MAY DIFFER FROM

THOSE SPECIFIED IN CHAPTER 35 OF THE IBC. IN THE EVENT OF DISCREPENCIES

REGARDING VERSION OR EDITION OF CODES AND STANDARDS, THE IBC WILL TAKE

PRECEDENCE.

SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan ; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes all work identified in the contract drawings and specifications, and incidental related work.

1.2.2 Location

The work is located as indicated in the contract drawings. The exact location will be shown by the Contracting Officer.

1.3 EXISTING WORK

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or

SECTION 01 11 00 Page 1 installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

Mansfield LAHM ANGB, OH

OH Air National Guard Project No. PBXP222050

01 11 00

SUPPLEMENT FOR SECURE AREAS

This project contains secure areas that will be constructed in accordance with IC Tech Spec – for ICD/ICS 705, v1.5 and UFC 4-010-05 XXXX-XXXX Planning, Design, and Construction, May 2023. The Contractor shall comply with all requirements for open storage fixed construction within the United States.

A. Acronyms

AO

SA

CSP

CST

CTTA

FFC

IC

RF

SID

SSM

USG

Accrediting Official (Govt)

Secure Area

Construction Security Plan

Construction Surveillance Technician (Govt)

Certified Emission Security Technical Authority

(Govt) Fixed Facility Checklist

Intelligence Community

Radio Frequency

Security in Depth

Site Security Manager (Govt)

U.S. Government

B. Government Personnel

Roles and responsibilities of key Government personnel for secure area construction are listed below. The Contractor will provide access and assist the Government with required activities, and provide the Government with sufficient advanced notice to schedule required activities.

1. AO Responsibilities (Govt)

a) Provide security oversight of all aspects of Secure Area construction under their security purview.

b) Review and approve the design concept, CSP, and final design for each construction project prior to the start of Secure Area construction.

c) Depending on the magnitude of the project, determine if the SSM performs duties on a full-time, principal basis, or as an additional duty to on-site personnel.

d) Accredit Secure Areas under their cognizance.

e) Prepare waiver requests for the IC element head or designee.

f) Provide the timely input of all required Secure Area data to the IC Secure Area repository.

OH Air National Guard Project No. PBXP222050

g) Consider SID on USG or USG-sponsored contractor facilities to substitute for standards herein. (SID shall be documented in the CSP and the FFC.)

2. SSM Responsibilities (Govt)

a) Ensure the requirements herein are implemented and advise the AO of compliance or variances.

b) In consultation with the AO, develop a CSP regarding implementation of the standards herein. (This document shall include actions required to document the project from start to finish.)

c) Conduct periodic security inspections for the duration of the project to ensure compliance with the CSP.

d) Document security violations or deviations from the CSP and notify the AO within 3 business days.

e) Ensure that procedures to control site access are implemented.

f) Assemble and submit the FFC to the AO.

3. CTTA Responsibilities (Govt)

a) Review Secure Area construction or renovation plans to determine if Emission Security countermeasures are required and recommend solutions. To the maximum extent practicable, Emission Security mitigation requirements shall be incorporated into the Secure Area design.

b) Provide the AO with documented results of review with recommendations.

4. CST Responsibilities (Govt)

a) Supplement site access controls, implement screening and inspection procedures, as well as monitor construction and personnel, when required by the AO.

b) In low and medium technical threat countries, begin surveillance of non-cleared workers at the start of Secure Area construction or the installation of major utilities, whichever comes first.

c) In high and critical technical threat countries, begin surveillance of non-cleared workers at the start of:

construction of public access or administrative areas adjacent to the Secure Area; Secure Area construction; or the installation of major utilities, whichever comes first.

C. Construction Security

1. Per ICS 705-1, construction plans and all related documents shall be handled and protected in accordance with the CSP. If classification guides dictate, plans and related documents may require classification. Under no circumstances should plans, OH Air National Guard Project No. PBXP222050 diagrams, etc. that are identified for a Secure Area be sent or posted on unprotected information technology systems or Internet venue without encryption.

2. An SSM shall be the single point of contact regarding Secure Area security and the individual responsible for all security aspects of the Secure Area construction. SSM shall conduct periodic security inspections for the duration of the project to ensure compliance with the CSP.

3. Prior to awarding a construction contract, a CSP for each project shall be developed by the SSM and approved by the AO.

4. Construction plans and all related documents shall be handled and protected in accordance with the CSP.

5. For Secure Area renovation projects, barriers shall be installed to segregate construction workers from operational activities and provide protection against unauthorized access and visual observation. Specific guidance shall be contained in the CSP.

6. Periodic security inspections shall be conducted by the SSM or designee for the duration of the project to ensure compliance with construction design and security standards.

7. Construction and design of Secure Areas should be performed by U.S. companies using U.S. citizens to reduce risk, but may be performed by U.S. companies using U.S. persons (an individual who has been lawfully admitted for permanent residence as defined in 8 U.S.C. § 1101(a)(20) or who is a protected individual as defined by Title 8 U.S.C. § 1324b (a)(3)). The AO shall ensure mitigations are implemented when using non-U.S. citizens. These mitigations shall be documented in the CSP.

8. All site control measures used shall be documented in the CSP.

Among the control measures that may be considered are the following:

• Identity verification.

• Random searches at site entry and exit points.

• Signs at all entry points listing prohibited and restricted items (e.g., cameras, firearms, explosives, drugs, etc.).

• Physical security barriers to deny unauthorized access.

• Vehicle inspections.

D. DESIGN APPROVAL

Per ICS 705-1, Final design for each construction project must be reviewed and approved by the Accrediting Official prior to start of construction.

E. ACCREDITATION PROCESS.

In support of the accreditation process, Project/Construction mangers shall provide the AO/SSM site plans, building floorplans, IDS plans, and information related to perimeter and compartment area wall

OH Air National Guard Project No. PBXP222050 construction, doors, locks, deadbolts, IDS, telecommunication systems, acoustical protection, and Emission Security countermeasure.

F. INSPECTIONS.

1. Coordinate preliminary walkthrough with the SSM prior to substantial completion of Secure Area space. Conduct periodic inspections of Secure Areas to document and validate:

a) Perimeter and Secure Area construction

b) Wall goes from floor slab (true floor) to underside of floor or roof deck (true ceiling)

c) Top and bottom sealed (both sides) with acoustical foam or sealant

d) Wall finished and uniform from true floor to true ceiling

e) Acoustic batting installation

f) Gypsum Wallboard installation

g) Floor and Ceiling construction

2. Perimeter Penetrations

a) Sealed (both sides) with acoustical foam or sealant

b) Finished to match wall.

c) Metallic penetrations at perimeter (non-conductive break (e.g., canvas, rubber) installed at the interior perimeter.

3. Perimeter Doors

a) Acoustical rating

b) Door assemblies sealed with acoustical foam or sealant (both sides) and finished to match wall

c) Door hardware (locks, closers, and hinges)

4. Man-bar installation.

5. Inspection ports.

6. Emission Security Countermeasures (as applicable)

a) RF shielding including penetrations

b) Waveguides

c) Doors including RF gaskets

d) Power Line Filters

e) Signal Line Isolators and Filters

7. Prior to walk through; assemble required documents for accreditation process and equipment providers. Requirements vary depending on project but in general assemble the following documents:

a) Drawings:

• Civil Site Plan

OH Air National Guard Project No. PBXP222050

• Architectural

a. Floor and Reflective Ceiling Plans

b. Wall sections (floor to ceiling)

c. Floor and Ceiling section

d. Door Schedule

e. Door head, jamb, and threshold details

f. Window schedule and details

• Fire Protection

a. Sprinkler piping including penetration details

b. Fire Alarm system

c. Mass Notification System

• Mechanical

a. HVAC plans, sections and details of Secure Area penetrations, ductwork details sheets

b. Plumbing floor plans, detail for Secure Area penetrations

• Electrical

a. Site plan

b. Lighting, Power, Telecommunications, ESS plans.

Plans must indicate device and panel location and include strobe lights and controls.

c. One-line diagrams for Power, Telecommunications, and ESS including RED/Black separation when required.

d. ESS Door wiring details

e. Secure Area penetration details

b) Submittals

• Doors

• Door Hardware (locks, closers, and hinges)

• Acoustical ratings

• Electronic Security Systems

• Sound masking equipment

• Emission Security Countermeasures (as applicable)

a. RF shielding

b. RF sealant

c. Waveguides

d. Doors including RF gasketing

e. Power Line Filters

OH Air National Guard Project No. PBXP222050

f. Signal Line Isolators and Filters

c) As-Built drawings

G. Acoustic Testing

1. The Contractor shall perform audio tests to verify compliance with required STC ratings in secure areas. Non-compliant areas shall be re-tested after corrections are complete.

2. The Contractor is advised that audio testing needs to occur when noise-generating construction activities will not affect testing.

3. The Contractor shall submit evidence of successful testing for all secure areas to the Government prior to final acoustic testing by the Government.

4. Instrumental Acoustic Tests

a) Only those with training on audio testing techniques shall conduct instrumental acoustic tests.

b) With all SECURE AREA doors closed, all perimeter walls and openings (e.g., air returns, doors, windows, etc.) shall be tested along multiple points to ensure that required STC ratings are obtained.

c) Audio test sources shall have a variable sound level output.

d) The output frequency range shall include normal speech.

e) Test speakers shall be placed six feet from the test wall and 4 feet off the floor.

f) Audio gain of the test source shall produce “loud or very loud speech” as defined by Sound Group 3 and 4 levels respectively.

g) As an alternative, instrumented testing may be performed to Noise Isolation Class (NIC) standards. Results shall comply with NIC 40 for Sound Group 3 and NIC 45 for Sound Group 4.

H. PHOTOGRAPHIC CONSTRUCTION SURVEILLANCE RECORD.

Photographic Construction Surveillance Record may be accomplished by the SSM or approved personnel to expedite the accreditation process. It is important to capture areas which will be covered up during construction. Pictures shall include the Secure Area and CA perimeters and should capture:

1. Wall construction

a) Stud walls

b) Acoustic installation

c) Enhanced wall construction (9 gauge expanded metal)

d) R-foil or aluminum foil backed gypsum installation

e) Wall finishes (true floor to true ceiling)

f) Wall penetrations

OH Air National Guard Project No. PBXP222050

2. Duct construction including inspection ports and acoustic baffles

3. Man-bar construction

4. Sound masking devices

OH Air National Guard Project No. PBXP222050

ATTACHMENT 1

CONSTRUCTION SECURITY PLAN

(provided after contract award)

OH Air National Guard Project No. PBXP222050

ATTACHMENT 2

FIXED FACILITIES CHECKLIST

Inspectable Construction Materials Checklist

Organization Name:

Project Name:

Contents

A. Foundation Materials

B. Masonry

C. Tools and Fasteners

D. Metal Items

E. Carpentry and Furniture

F. Thermal Moisture Protection

G. Doors and Windows (excluding locks)

H. Finishes

I. Plumbing and Mechanical Systems

J. Electrical Items

K. Other Miscellaneous

All items listed as “inspectable” may be procured locally using allotted random procurement percentages. All items that are “non-inspectable” must be procured in the

US and securely shipped to the construction site.

A. Foundation Materials

* Note:

1. Aggregate cement, sand and gravel should be poured through an appropriate sized mesh, and a magnet should be utilized to occasionally check for inappropriate metallic particles.

2. At least 10% of the rebar should be examined for internal voids using ultrasonic testing. If the ultrasonic tester is unavailable, then destructive testing may be used.

DESCRIPTION INSPECTABLE INSPECTION METHOD

Water Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Sand Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Cement Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Aggregate Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Gravel Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Rebar Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Rebar ties & mesh Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

B. Masonry

*Note:

1. Precast is not acceptable if created off site unless constructed in the US and shipped secure. If a CST inspects the precast as it is made, it is acceptable.

2. Stonework for the façade needs only visual inspection. Internal stone work must undergo a 3% random destruction test.

3. Scaffolding should be inspected internally before allowed on site.

DESCRIPTION INSPECTABLE INSPECTION METHOD

Cement blocks & brick

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Precast concrete Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Stone Work Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Forms Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Scaffolding/work platforms

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

C. Tools and Fasteners

* Note:

Personal tool boxes will be examined when first brought on site, and randomly thereafter. They will be locked on the site when not in use and workers will not be allowed to carry them on and off the site.

DESCRIPTION INSPECTABLE INSPECTION METHOD

Tool boxes Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Welding rod & solder Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Fasteners Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Hilti fasteners & charges

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test x

D. Metal Items

*Note:

Visual inspection applies only to common, commercially available items. Items requiring special fabrication are not inspectable unless CST is present during fabrication.

DESCRIPTION INSPECTABLE INSPECTION METHOD

Structural Steel Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Metal Decking Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Metal Fabrications Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Metal Stairs Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

E. Carpentry and Furniture

*Note:

1. Finished and rough carpentry items constructed on site will be monitored by CSTs.

2. Furniture having built in electrical devices or lamps must be disassembled and inspected separately

DESCRIPTION INSPECTABLE INSPECTION METHOD

Lumber Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Rough & finished carpentry

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Furniture w/out electrical raceway

F. Thermal Moisture Protection

*Note:

Metallic membranes preferred as they offer some degree of RF attenuation.

DESCRIPTION INSPECTABLE INSPECTION METHOD

Water-proof membrane

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Water-proof membrane (Metallic)

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Bituminous water proofing

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Thermal Insulation Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Spray on Fire

Proofing

G. Doors and Windows (excluding locks)

DESCRIPTION INSPECTABLE INSPECTION METHOD

Metal Doors/Frames Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Wood Doors/Frames Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Metal

Windows/Frames

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Wood

Windows/Frames

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Vault Doors/Frames Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Glazing Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

H. Finishes

* Note:

Bundles of tiles will be unpacked and no more than two tiles at a time will be examined.

DESCRIPTION INSPECTABLE INSPECTION METHOD

Plaster Lath Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Plaster Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Gypsum Wallboard Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Raised Flooring Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Carpet and Curtains Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Paint Varnishes Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Adhesives Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Wall Coverings Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Ceramic Tile Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Acoustical Tile Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

I. Plumbing and Mechanical Systems

* Note:

Can be inspected if no tape, insulation and/or other finishes have been used.

DESCRIPTION INSPECTABLE INSPECTION METHOD

Plumbing (Metal) Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Plumbing (plastic) Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Plumbing fixtures Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Valves Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Fan Coil Units Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Site Fabricated

Ducts

Prefabricated Ducts Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

J. Electrical Items

DESCRIPTION INSPECTABLE INSPECTION METHOD

Wire Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Conduit Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Junction boxes Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Outlets w/out built ins

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Outlets w/built ins Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Switches, Breakers Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Incandescent light fixtures

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Florescent light fixtures

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Light bulbs (tubes) Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Circuit breaker boards

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Electrical component boards

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Transformers Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Transient suppressor

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Voltage regulators Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Generators Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Power line conditioners

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Switch gears Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Telephone systems Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

K. Other Miscellaneous

DESCRIPTION INSPECTABLE INSPECTION METHOD

Chalk & tack boards Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Fire extinguishers Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Fire alarm systems Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Fire alarm sensors Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Sprinkler/gas heads Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Kitchen appliances Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Electrical dark room equipment

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Security alarm systems

Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

Acoustical insulation

Locks Yes No X-Ray Ultrasonic Visual Metal Detector Destructive Test

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 1: 02/23

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours will consist of a period established by the Contracting Officer.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, SECTION 01 14 00 Page 1 the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

1.3 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

PROVIDE ACCESS AND ACCOMODATION FOR PERIODIC SECURITY INSPECTIONS

PERFORMED BY THE SITE SECUTIY MANAGER (SSM) OR THEIR DESIGNEE.

PERFORM ALL CONSTRUCTION AND DESIGN WITH U.S. COMPANIES USING U.S

CITIZENS. U.S. COMPANIED USING INDIVIDUALS LAWFULLY ADMITTED FOR

PERMANENT U.S. RESIDENCE ARE PERMITTED WITH APPROVAL OF THE

ACCREDITING OFFICIAL (AO) AND IN ACCORDANCE WITH THE APPROVED

CSP.ALL WORKERS AND VEHICLES ARE SUBJECT TO IDENTITY VERIFICATION

AND RANDOM SEARCHES BY GOVERNMENT SECURITY PERSONNEL AT SITE ENTRY

AND EXIT POINTS.

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 3: 02/23

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.2.2 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

SECTION 01 20 00 Page 1

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SECTION 01 30 00 Page 1

PART 1 GENERAL

1.1 REFERENCES

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 3: 08/23

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

SD-04 Samples

Color Boards; G

1.3 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board.

If more space is needed, more than one board per set may be submitted.

Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.4 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

SECTION 01 30 00 Page 2

1.5 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.6 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by state and local laws.

1.7 SUPERVISION

1.7.1 Project Manager Qualifications

Project Manager shall have either: (1) an engineering degree and Minimum 5 Years of experience as a Project Manager on projects similar in size and scope to the solicited project, or (2) 10 years of experience as a Project Manager working on projects similar in size and complexity to the solicited project. The qualification requirements for the alternate project manager are the same as for the primary project manager. The Contracting Officer may request proof of the project manager’s qualifications at any point in the project, if the performance of the project manager is in question.

1.7.2 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.7.3 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.7.4 Duties

SECTION 01 30 00 Page 3

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7.5 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.8 PRECONSTRUCTION

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction conference. The conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.8.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.9 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NAVFAC Red Zone Meetings beginning at approximately 75 percent of project completion. Include the following in the facility Turnover effort:

1.9.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

SECTION 01 30 00 Page 4

1.9.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.10 PARTNERING

Contractor shall host the partnering session within 45 calendar days of contract award. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, , Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.10.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

1.11 MOBILIZATION

SECTION 01 30 00 Page 5

Contractor shall mobilize to the jobsite within 60 calendar days after contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

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SECTION 01 30 00 Page 6

SECTION 01 32 01.00 10

PROJECT SCHEDULE

08/23

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

AACE 84R-13 (2015) Planning and Accounting for Adverse Weather

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 67-17 (2017) Schedule Delay Analysis

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications ; G

Preliminary Project Schedule ; G

Initial Project Schedule ; G

Periodic Schedule Update ; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The Designated Project Scheduler must have prepared and maintained at least three previous construction schedules for projects of similar size and complexity to this contract, using Primavera P6..

Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 1

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government uses Primavera P6. Ensure exported schedule files are compatible with the version of P6 used by the Government.

2.1.2 Contractor Software

Scheduling software used by…