AMENDMENT 0005.pdf

SUMMARY OF CHANGES

SECTION SF 30 – BLOCK 14 CONTINUATION PAGE (SF30)

The following have been added by full text:

The purpose of this amendment is to:

1. Provide revisions to specifications and drawings, based on bidder inquiries.

2. Updated Construction Wage MO20260019 01/02/2026 https://sam.gov/wage-determination/MO20260019/0

3. Offerors are required to acknowledge receipt of this amendment. Failure to acknowledge receipt of all amendments may cause rejection of offeror’s proposal.

4. All other terms and conditions remain unchanged.

The following Specifications have been modified:

NOTE: Deleted text is shown in RED with strikethrough. Added text is shown in GREEN with underline.

The following Specifications have been modified:

1. SPECIFICATIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

1.5.6 Local Water Requirements

The water utility on Fort Leonard Wood is privatized. American Water Enterprises - Military Services Group is the water and wastewater provider. Water distribution up to the point of demarcation including the water meter, vault and components are provided by the Utility. All costs associated with the utility work for water/ wastewater lines and equipment is up to the contractor. An allowance of $450,000 must be held for payment to the utility.

1.5.6.1 Privatized Water Utility Request

The prime contractor is required to sign a Connection Charge Agreement with the utility owner, see draft attachment. Final connection to American Water Infrastructure will be done by Contractor and coordinated with American Water.

Perform total coliform bacterial analysis, per 33 11 00 WATER UTILITY DISTRIBUTION PIPING prior to connection, provide results to American Water.

American Water will provide the water/wastewater connection up to the point of demarcation, downstream side of the vault from the structure or up to the PIV if applicable, refer to the drawings. Should there be any design changes after award of the construction contract that would change either the load or location of the primary utility, the contractor shall be responsible for providing updated documents for submittal to the utility. COR must be kept informed of all activities and correspondence with the utility company.

33 11 00 WATER UTILITY DISTRIBUTION PIPING

2.1.1.3 Ductile-Iron Piping

2.1.1.3.1 Pipe and Fittings

Pipe, except flanged pipe, AWWA C151/A21.51, Pressure Class 350. Flanged pipe, AWWA C115/A21.15. Fittings, AWWA C110/A21.10 or AWWA C153/A21.53;

fittings with push-on joint ends are to meet the same requirements as fittings with mechanical-joint ends, except for the factory modified bell design. Provide fittings with pressure ratings equivalent to that of the pipe. Provide compatible pipe ends and fittings for the specified joints. Provide cement-mortar lining, AWWA C104/A21.4, standard thickness on pipe and fittings.

The pipe or fitting exterior shall be coated with a bituminous coating in accordance with AWWA Standard C151. The pipe or fitting interior shall be cement mortar lined and seal coated in compliance with the latest revision of AWWA Standard C104.

2.1.1.3.2 Joints and Jointing Material

Provide push-on joints for pipe and fittings unless otherwise indicated. Do not use flanged joints in underground installations except within structures.

a. Push-On Joints: Shape of pipe ends and fitting ends, gaskets, and lubricant for joint assembly as recommended in AWWA C111/A21.11. Anti-Rotation T-Bolts shall be used on mechanical joints shall be of domestic origin, high strength, low alloy steel bolts only, meeting the current provisions of ANSI/AWWA C111/A21.1 for rubber gasket joints for cast iron or ductile iron pipe and fittings. Bolt manufacturer’s certification of compliance must accompany each shipment. T-bolts shall be corrosion resistant to handle corrosive conditions on any buried bolts

b. Mechanical Joints: Dimensional and material requirements for pipe ends, glands, bolts and nuts, and gaskets as recommended in AWWA C111/A21.11.

c. Flanged Joints: Bolts, nuts, and gaskets for flanged connections as recommended in Appendix A of AWWA C115/A21.15. Provide AWWA

C115/A21.15 ductile iron flanges and conform to ASME B16.1, Class 250.

Furnish all flanged joints with minimum 1/8-inch, thick red rubber or styrene butadiene rubber full-face gaskets. The bolts shall have heavy unfinished hexagonal head and nut dimensions all as specified in ANSI B18.2. Corrosion resistant hex bolts to handle corrosive conditions shall be used on any buried flanged bolts.

Bolts and nuts shall be threaded in accordance with ASME/ANSI B1.1, Unified Inch Screw Threads (UN and UNR Thread Form) class 2A external and class 2B internal. For bolts of 1-3/4-inches in diameter and larger, stud bolts with a nut on each end are recommended. Material for bolts and nuts shall conform to ASTM A307, 60,000 PSI Tensile Strength, Grade B, unless otherwise specified. Bolt manufacturer’s certification of compliance must accompany each shipment.

d. Insulating Joints: Designed to prevent metal-to-metal contact at the joint between adjacent sections of piping. Provide flanged type joint with insulating gasket, insulating bolt sleeves, and insulating washers. Provide full face dielectric type gaskets, as recommended in the Appendix to AWWA C115/A21.15. Bolts and nuts, as recommended in the Appendix to AWWA C115/A21.15.

3.2.1.3 Ductile-Iron Piping

Unless otherwise specified, install pipe and fittings in accordance with the paragraph GENERAL REQUIREMENTS and with the requirements of AWWA C600 for pipe installation, joint assembly, valve-and-fitting installation, and thrust restraint.

a. Jointing: Make push-on joints with the gaskets and lubricant specified for this type joint; assemble in accordance with the applicable requirements of AWWA C600 and AWWA M41 for joint assembly. Make mechanical joints with the gaskets, glands, bolts, and nuts specified for this type joint; assemble in accordance with the applicable requirements of AWWA C600 and AWWA M41 for joint assembly and the recommendations of Appendix A to AWWA C111/A21.11. Make flanged joints with the gaskets, bolts, and nuts specified for this type joint. Make flanged joints up tight; avoid undue strain on flanges, fittings, valves, and other equipment and accessories. Align bolt holes for each flanged joint. Use full size bolts for the bolt holes; use of undersized bolts will not be permitted. Do not allow adjoining flange faces to be out of parallel to such degree that the flanged joint cannot be made watertight without overstraining the flange. When flanged pipe or fitting has dimensions that do not allow the making of a flanged joint as specified, replace it.

b. Allowable Deflection: Follow AWWA C600 and AWWA M41 for the maximum allowable deflection. If the alignment requires deflection in excess of the above limitations, provide special bends or a sufficient number of shorter lengths of pipe to achieve angular deflections within the limit set forth.

The following Drawings have been modified:

1. DRAWINGS:

G-004

Sheet index updated to include new sheet P-501.

CU202

Updated domestic water line profile to show added water meter vault and updated pipe material.

CU401

Added water meter vault. Adjusted domestic water line and gas line near the vault location. Changed pipe material from PVC to ductile iron on the domestic service line.

C-702

Updated domestic water line fitting table to reflect changes.

S-114

Adjust dimension to face of brick at Storage Room 1108D and 1098D near grids B/15.8 and B/23.2.

S-115

Adjust gridline locations and dimensions at LEB Add CMU control joints to LEB.

S-125

Adjust gridline locations and dimensions at LEB.

S-310

At detail E1, clarify thickness of typical exterior foundation wall.

S-515

At detail A4, adjust dimensions to brick ledge.

A-110, A-111, A-113, A-114

* Revised window size and door location to align with brick coursing.

A-120, A-121, A-123

* Revised window size to align with brick coursing.

A-130, A-131, A-133

* Revised window size to align with brick coursing.

A-180, A-184

Revised roof crickets and downspouts to align with control joints.

A-190

* Revised window size and door location to align with brick coursing.

A-191, A-192, A-193, A-194

* Revised window size to align with brick coursing.

A-200, A-201, A-202, A-206, A-210, A-211, A-212, A-213, A-214, A-215

Revised placement of control joints and keynote 26.

A-301, A-302, A-304

Added control joints and keynote 26.

A-410

Revised door tags ‘B3’ to ‘M3’.

A-415, A-416

* Revised location of door to align with brick coursing.

A-620

Revised window schedule and details to include window W1.1 and W3.1.

P-430

Revise water service entry to move the water meter from inside the building to an exterior, below ground vault.

Added detail callouts for new water meter vault detail

Revised sheet keynotes per water meter scope changes.

P-501

Added entire sheet for American Water utility, water meter vault detail.

P-510

Revised indicated section view to remove the water meter, water meter strainer, and better center the backflow preventer on the wall.

Revised keynotes per keynotes removed from modified section.

P-600

Removed water meter and water meter strainer from Specialty Plumbing Accessories Schedule.

ES100

Added a keynote referencing the location of the water meter vault and the connection between the meter and the DDC panel.

EG110

Correcting ground loop to resolve conflict around footings.

EG111

Correcting ground loop to resolve conflict around footings.

EG112

Correcting ground loop to resolve conflict around footings.

EG113

Correcting ground loop to resolve conflict around footings.

EG114

Correcting ground loop to resolve conflict around footings.

EP114

Added a keynote referencing the location of the water meter vault and the connection between the meter and the DDC panel.

E-811

Added bonding connection keynote for dielectric insulating joints.

* A number of drawings throughout the set are affected by the update to architectural window and door location for brick coursing. The change was minimal and did not require content update for any sheets other than architecture. In lieu of issuing an amendment for all sheets, those changes will be reflected with the conformed set.

This page was intentionally left blank for duplex printing.

AIT Complex 2 Part 2 W912DQ25RA004 Fort Leonard Wood, MO

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 1: 08/21

PART 1 GENERAL

1.1 REFERENCES

1.2 MOCK-UP ROOM

1.3 IDENTIFICATION OF EMPLOYEES

1.4 SECURITY

1.4.1 Installation Automation Security Requirements

1.4.2 iWATCH Program

1.4.3 Antiterrorism Level 1 Training

1.4.4 OPSEC Training

1.4.5 Access and General Protection/Security Policy Procedures.

1.4.6 Security Measures for Storage of Explosives On-site

1.5 UTILITIES

1.5.1 Interruptions to Utility Services

1.5.2 Cooperation Between the Contractor and Utility Companies

1.5.3 Protection of Utility Lines

1.5.4 Local Electric Requirements

1.5.4.1 Privatized Electric Utilities Request Process

1.5.5 Local Gas Requirements

1.5.5.1 Privatized Gas Utilities Request Process

1.5.6 Local Water Requirements

1.5.6.1 Privatized Water Utility Request

1.6 MINIMUM INSURANCE REQUIREMENTS

1.7 SUPERVISION

1.7.1 Superintendent Qualifications

1.7.2 Minimum Communication Requirements

1.7.3 Duties

1.7.4 Non-Compliance Actions

1.8 PRECONSTRUCTION CONFERENCE

1.8.1 Attendees

1.9 WAIVER FOR WORKER'S COMPENSATION

1.10 PARTNERING

1.10.1 Facilitated (Formal) Partnering

1.11 PERMITS

1.11.1 Water Permits

1.11.1.1 Water Permit Process

1.11.1.1.1 Permit Application and Documentation

1.11.1.1.2 Permit Application and Documentation

1.11.1.1.3 MDNR Application Submittal and Processing

1.11.1.1.4 Permit Issuance

1.11.1.1.5 Permit Maintenance

1.11.1.1.6 Permit Termination

1.11.2 Sewer Permits

1.11.2.1 Sewer Permit Process

1.11.2.1.1 Permit Application and Documentation

1.11.2.1.2 Permit Application and Documentation

SECTION 01 30 00 Page 1

1.11.2.1.3 MDNR Application Submittal and Processing

1.11.2.1.4 Permit Issuance

1.11.2.1.5 Permit Maintenance

1.11.2.1.6 Permit Termination

1.11.2.2 Oil/Water Separator Connections

1.11.3 Storm Sewer Permit

1.11.3.1 Prohibition of Illicit Connections

1.11.4 Air Permits

1.11.5 Land Disturbance & Erosion Control Permit (National Pollutant

Discharge Elimination System Permits)

1.11.5.1 Storm Water Pollution Prevention Plan

1.11.5.2 Scaled Map

1.11.5.3 Approval and Fees

1.11.5.4 Permit Issuance

1.11.5.5 Permit Maintenance

1.11.5.6 Permit Termination

1.11.6 Land Disturbance Permit Compliance Self Certification

1.11.6.1 Interim Soil Stabilization Requirements

1.11.6.2 Disturbance of Less Than 1 Acre

1.11.6.3 Excavation/Dig Permit

1.11.7 Hot Work Permit

1.11.8 Tanks

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 MOBILIZATION

1.14 PAYMENTS TO CONTRACTOR

1.15 WORK HOURS

1.15.1 Working Hours

1.16 PERFORMANCE OF WORK BY CONTRACTOR

1.17 PROFIT

1.18 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.19 LAYOUT OF WORK

1.20 DAMAGE TO WORK

1.21 PURCHASE ORDERS

1.22 DIFFERENCES IN DRAWINGS

1.23 CONSTRUCTION EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.24 SAFETY REQUIREMENTS

1.24.1 Compliance with Occupational Safety and Health Act (OSHA)

1.25 CONTRACTOR-FURNISHED EQUIPMENT DATA

1.26 AS-BUILT REQUIREMENTS

1.26.1 Payment Withholding

1.26.2 Mylar Drawings

1.27 SURVEY INFORMATION

1.27.1 Survey Markers

1.28 SALVAGE MATERIALS AND EQUIPMENT

1.29 SITE INFORMATION

1.30 ROADS

1.30.1 Existing Roads

1.30.2 Upkeep of Roadway Areas Within a Military Installation Which the Contractor Uses

1.31 ENVIRONMENTAL REQUIREMENTS

1.31.1 Natural Resources

1.31.1.1 Threatened and Endangered Species

1.31.1.2 Cultural Resources

1.31.1.3 Watercourse Protection

1.31.2 Water Quality

1.31.2.1 Spill Control Plan

1.31.2.2 Spill Response

1.31.3 Toxic Substances

SECTION 01 30 00 Page 2

1.31.3.1 Unexpected Hazardous/Toxic Substances

1.31.3.2 Lead-Based Paint (LBP)

1.31.3.3 Non-Liquid Polychlorinated Biphenyls (PCBs)

1.31.3.4 Asbestos-Containing Materials

1.31.3.4.1 Unexpected Discovery of Asbestos on Construction

(Renovation and Demolition

1.31.4 Waste Management

1.31.4.1 Debris Burning

1.31.4.2 Recyclable Materials

1.31.4.3 Disposal of Waste, Natural Materials

1.31.4.4 Disposal of Waste, Fill Materials

1.31.4.5 Disposal of Waste, Demolition

1.31.4.6 Disposal of Waste, Hazardous

1.31.4.6.1 Notification of Disposal

1.31.4.6.2 Storage and Transportation of Hazardous Waste

1.31.4.6.3 Analysis and Classification

1.31.4.6.4 Thermostat, Switches, and Lighting Disposal

1.31.4.7 Disposal of Waste, Other

1.31.4.7.1 Impacted Range Material

1.31.4.8 Waste Management Documentation

1.31.4.8.1 Manifests and Analytical Reports

1.31.4.8.2 Pesticide Use Application and Reporting

1.31.4.8.3 Spill Reporting

1.31.4.8.4 Construction and Waste Demolition Form

1.31.5 Secondary Containment

1.31.6 Rinsate

1.32 HAZARDOUS SUBSTANCES

1.32.1 Unexpected Hazardous Substances

1.32.2 Unexpected Discovery of Asbestos on Construction (Renovation and Demolition)

1.32.3 Ionizing Radiation (Notification and Authorization)

1.33 FIELD OFFICE OVERHEAD (FOOH) ACCOUNTING METHOD

1.33.1 Field Office Overhead Per Diem Ratee

1.33.2 Field Office Overhead Percentage Markup

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Connection Charge Agreement

FLW Attachment Index

-- End of Section Table of Contents --

SECTION 01 30 00 Page 3

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 1: 08/21

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 MOCK-UP ROOM

Contractor shall provide a fully functioning mock-up room within the newly constructed building. Area shall include the sleeping unit, bathroom, closets, and vanity. Mock-up room shall include all finished doors, windows, and finishes. Mock-up shall be complete and approved prior to purchase and installation of all other sleeping units. Mock-up room shall include all mock-ups called out in the specifications. Mock-up could be any room in the building, and must be coordinated with the contracting officer representative (COR).

1.3 IDENTIFICATION OF EMPLOYEES

a. The Contractor shall be responsible for each employee and for requiring each employee engaged on the work to obtain and display identification as may be approved and directed by the Contracting Officer. Upon the release of any employee, all prescribed identification shall immediately be delivered to the Contracting Officer for cancellation. When required by the Contracting Officer, the Contractor shall obtain and submit fingerprints of all persons employed or to be employed on the project.

b. For access to the installation, all contractor/subcontractor personnel must follow identification application procedures and comply with Army standards as listed in Attachment N - Installation Control for Unescorted Access of Uncleared Contractors.

1.4 SECURITY

1.4.1 Installation Automation Security Requirements

References: AR25-2, Information Assurance and DOD Reg 5200.2R, Personnel Security Program.

Before a Fort Leonard Wood (FLW) userid can be issued to a contract employee, a National Agency Check (NAC) must be initiated. The Joint Personnel Adjudication System (JPAS) will be accessed to verify a suitable NAC of the employee. The Directorate of Public Works (DPW) Security Manager will insure the proper investigations have been conducted to meet

SECTION 01 30 00 Page 4 contract requirements and will be the approving authority for all DPW contractor access to the FLW network. The Designated Security Representative (DSR) will be the liaison between the contract employee and the DPW Security Manager. The Corps of Engineers (COE) Area Engineer or his designee will be the DSR for this contract.

Process for contract employees requesting access to the FLW network:

a. The contract employee will provide their Full Name, Social Security number, Driver's License number, Date of Birth and Place of Birth to the DSR. The contract employee will complete the application for Dept. of Defense Common Access Card (CAC), DD1172-2 so it can be processed. A copy of this form will be provided by the DPW following contract award.

b. The DSR will submit the DD1172-2 to Directorate of Contracting (DOC) for approval and signature, unless the contract employee was hired for an HVAC/DDC project. The DPW Inspection Br Chief will authorize and sign the CAC application for HVAC/DDC contractors.

c. The DSR will ensure the signed DD1172-2 form is returned from DOC or DPW Inspection Br and will send the original to the contract employee and supply a copy of the form to the DPW IASO if the individual does not work on FLW.

d. The DSR will submit the contract employee info to the DPW Security Manager who will request a check of the JPAS system and a local records check.

(1) If the check of JPAS determines a NAC has not been previously done on the contract employee, the DPW Security Manager will notify the DSR and provide instructions on the process for initiating a NAC.

The DSR will then notify the contract employee. The contract employee will need to be finger printed using the finger print SF87 form. Two (2) copies of this form are required for submission to the Office of Intelligence and Security (OIS). This form is on card stock paper and a faxed or duplicated copy of this form is not allowed. Finger printing can be done at the FLW Military Police Station, building 1000 on Thursdays between 1-3 pm or at the OIS, Bldg. 3200, room 001. It can also be done at a local police or highway patrol station as long as an original card stock SF87 form is used.

(2) The contract employee will download Electronic Personnel Security Questionnaire (EPSQ) "Subject Edition" version 2.2 from the following website; http://www.dss.mil/epsq/patch.htm . After successfully downloading and installing this program, the contract employee will enter the required personal information, validate the data, correct errors or missing information, re-validate, print and sign the SF85P form and save their data to a compact disc. The security packet (SF85P form, the CD and the two (2) finger print forms) will be given to the DSR. An SF85P worksheet and EPSQ instruction guide will be provided by the DPW following contract award.

(3) The DSR will review the SF85P and submit the security packet to the DPW Security Manager and an email stating they've determined the contract employee is trustworthy for accessing the Government network.

SECTION 01 30 00 Page 5

(4) The DPW Security Manager will review the SF85P and submit the user security packet to OIS for further processing. The DPW Security Manager will notify the DSR and the DPW IASO when the security packet has been submitted to OIS and approve the issuing of a FLW account.

(5) The DSR will notify the contract employee of the favorable review of the SF85P and instruct them to proceed with step # 7.

e. If the check of JPAS determines a favorable completion of a NAC, the DPW Security Manager will notify the DSR and the DPW IASO.

f. The DSR will notify the contract employee of the suitable verification of JPAS.

g. The contract employee will create an Army Knowledge On-Line (AKO) guest account. The contract employee will complete the mandatory Information Assurance (IA) computer user training and email the score results to anne.smith@us.army.mil or print the certificate which will be given to the DPW Information Assurance Security Officer (IASO) when he/she arrives at FLW to be issued a FLW password. The annual mandatory training can be found at https://ia.gordon.army.mil/test/default.asp. Non-compliance to the annual training requirement results in automatic lock-out to the FLW network.

h. The DPW IASO will be the sponsor of the contract employee guest account. The DPW IASO will receive an automated email from AKO after the employee has created his/her account. The AKO account is approved for 1 year. At the end of the 1 year, the DPW IASO will request update status from the DSR. If the contract employee is still in an active contract, the account will be renewed by the DPW IASO. When the contract ends or if the contract employee leaves the company, the DSR will notify the DPW IASO so the account can be de-activated.

i. The contract employee will update the DD1172-2 form by inputting his/her AKO email address in block 19. The employee will take the form to the ID card facility, building 470 (Community Service Center), room 2101 to obtain a CAC card. Hours of operation are Mon - Fri, 0600 -1630. For an appointment, call 573-596-0131 ext. 67797; and report to building 470, room 2102. Note: if the AKO email address is not correctly printed on the DD1172-2 form, it will require the employee to make a 2nd trip to the ID card facility since the email address is encoded on the CAC card. The employee will create a PIN when issued the card. If a user forgets his/her PIN or is locked out after 3 unsuccessful attempts when inputting a PIN, the user must go to the ID card facility to have it reset.

j. The contract employee will bring the IA computer user training certificate and his/her CAC card to the DPW IASO and will be issued a FLW password and sign the FLW Network Acceptable Use Policy. A copy of the policy will be provided following contract award.

k. FLW passwords are required to be changed every 90 days. Instructions for remotely changing a password will be provided following contract award.

l. If the contract employee works on FLW, the AKO email needs to be

SECTION 01 30 00 Page 6 forwarded to the FLW account. AKO email cannot be forwarded to a contractor's company email account.

m. FLW users receive an automated email 15 days before the 1 year anniversary date of the last time they completed the mandatory IA training as a reminder they need to take the training again. The new training certificate can be emailed to the DPW IASO, anne.smith@us.army.mil. If the contract employee will not be regularly checking their FLW email account, suggest they create a reminder of this requirement.

n. If the contract employee does not work on FLW, give your company email address to the DPW IASO to ensure being notified of important emails such as mandatory training and FLW password, AKO account or CAC card issues.

o. AKO passwords are required to be changed every 150 days. This can be done while logged on a FLW computer or done remotely. The AKO website is www.us.army.mil .

1.4.2 iWATCH Program

The iWATCH program is an antiterrorism awareness Program aimed to improve the current level of antiterrorism awareness on the installation. The Contractor and its employees and subcontractors shall be responsible for reporting suspicious behavior or activities observed while on the installation. Within 10 calendar days of contract award and within 10 calendar days of new Contractor employees commencing work on this contract, all Contractor and sub-contractor employees shall review the FLW Directorate of Emergency Services (DES) web link for iWatch training located at http://www.wood.army.mil/LEC/iWatch/iWatch.htm. This locally developed training will inform employees of the types of behavior to watch for and how to report suspicious activity. Suspicious activity shall be reported to the COR or KO.

1.4.3 Antiterrorism Level 1 Training

Antiterrorism (AT) Level I Training. All contractor and sub-contractor employees requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training. IAW AR 525-13, 3 DEC 19, AT Level I Awareness training will be conducted by a certified Level II trained ATO. For contracts that cross fiscal years, or for contracts with option years, all contractor personnel shall complete annual AT Level I awareness training. The Installation AT Office or a certified Level II trained ATO on the installation will provide the training. Contact information for this Government employee will be provided at the kick-off meeting.

The Installation AT Office or a certified Level II trained ATO will provide a one hour training session conducted on FLW for Contractor personnel working on this installation. The COR will coordinate this training at the time of task order modification or award. Contractor personnel working at installations other than FLW shall coordinate with the COR and local AT Offices to obtain training applicable to that installation.

Contractor shall provide a list of personnel trained to the COR within five (5) business days of completion of training.

SECTION 01 30 00 Page 7

1.4.4 OPSEC Training

The OPSEC Plan and User Agreement: The OPSEC Plan and User Agreement will be available for Contractors to review through the Installation OPSEC Officer. The Contracting Officer's Representative (COR) will ensure the Contractor is aware of the Installation's OPSEC Plan and is in compliance with the Installation's OPSEC Plan during contract performance.

For contracts that require an OPSEC Standard Operating Procedure/Plan:

Contractor shall develop and submit an OPSEC SOP that is in compliance with AR 530-1 within 90 calendar days of contract award to be reviewed and approved by the responsible Government OPSEC Officer. This SOP/Plan will include Government's critical information, why it needs to be protected, where it is located, who is responsible for it, and how to protect it. In addition, Contractor shall identify an individual who will be an OPSEC Coordinator and is OPSEC Level II certified.

OPSEC Training: Pursuant to AR 530-1, all Contractor personnel must complete initial Level I OPSEC training within 30 calendar days of beginning performance on this contract. For contracts that cross fiscal years, or for contracts with option years, all contractor personnel shall complete annual OPSEC awareness training, to be provided by the Installation OPSEC Office or a certified Level II trained OPSEC Officer.

Contact information for this Government employee will be provided at the kick-off meeting.

The Installation OPSEC Office, or a certified Level II trained OPSEC Officer, will provide Level I OPSEC training on Fort Leonard Wood for Contractor personnel working on this installation. The COR will coordinate this training at the time of task order modification or award.

Contractor shall provide a list of personnel trained to the COR within five (5) business days of completion of training.

Contractor personnel working at installations other than FLW shall coordinate with the COR and local OPSEC Office to obtain training applicable to that installation.

1.4.5 Access and General Protection/Security Policy Procedures.

FLW Automated Installation Entry (AIE) Pass Transition. The included instructions/form for requesting a Ft. Leonard Wood AIE pass supersede those previously communicated. The AIE pass form (see attached) has been revised for applicants to provide citizenship status, Foreign Nationals Alien Registration/Passport number and Country of Birth information. An electronic copy of the spreadsheet will be sent via email for your use. As with the previous version, all information must be typed; handwritten and incomplete requests will not be processed. Once completed, submit the form to your sponsor via email. Your sponsor will add the FPCON level, days, and times for entry and will forward it to the Visitor Control Center (VCC) for background screening and pass processing. VCC personnel will notify sponsors when background screenings are completed, and passes are ready for pickup. Sponsors will then notify you that your pass is ready for pick up at the VCC. You will need bring a valid picture ID and turn in Mobilisa passes, as they will no longer be authorized. As a reminder, the Mobilisa pass application portal is no longer used. Regardless of the expiration date of an existing Mobilisa pass, ALL pass holders are required to get the new AIE pass. Person(s) that do not submit for the new AIE pass may experience delays entering FLW.

SECTION 01 30 00 Page 8

If a retiree, or DOD ID card holder, wishes to gain employment on the installation as a contractor, then that person's "status" will change to a contract employee, which triggers the requirement for an employment background check and an NCIC-III check for access to the installation.

1.4.6 Security Measures for Storage of Explosives On-site

When explosives are stored on the project site the following security measures shall be followed which are in accordance with the requirements contained in the Corps of Engineers Manual, EM 385-1-1, Part II of the Federal Safety and Health Regulations; Metal and Nonmetallic Mine Safety, Title 30, Code of Federal Regulations, and Commerce in Explosives, Title 26, Code of Federal Regulations.

a. The explosive storage area shall be provided with perimeter fence, chain link or other approved type, not less than 6 feet in height plus extension arms with three strands of barbed wire. The storage area shall be provided with a gate which shall be secured with a chain and padlock. The gate shall be locked at all times except when explosives are being removed or placed in the area.

b. Minimum distance between a storage magazine and the perimeter fence shall be 25 feet.

c. The area outside the perimeter fence for a minimum distance of 10 feet and the area inside the perimeter fence shall be kept clear of vegetation and all combustible matter.

d. The storage area shall be well lighted during the hours of darkness.

1.5 UTILITIES

1.5.1 Interruptions to Utility Services

A schedule showing the approximate times of interruptions of utility services and roads shall be submitted approximately 30 days in advance of interrupting services to make connections. Where it is necessary to interrupt services to make connections and the period of interruption will last more than 2 hours, the connections shall be performed on Saturday or Sunday, unless otherwise approved by the Contracting Officer. Final arrangements shall be made with the Contracting Officer at least 72 hours in advance of the scheduled times of interruptions. A certified water plant employee of the FLW maintenance contractor shall be present to observe all water taps, whether the tap is a wet tap or a dry tap.

1.5.2 Cooperation Between the Contractor and Utility Companies

Relocation of utilities by the utility companies will be necessary concurrently with the work under this contract.

a. Coordination: The Contractor shall coordinate and schedule the work in cooperation with each utility company, to minimize delays and interferences. After receipt of notice to proceed, the Contractor shall notify each utility company and make the necessary arrangements for the utility relocation. The Contractor shall also notify each utility company 30 days in advance of commencing construction work within the vicinity of the utility line.

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1.5.3 Protection of Utility Lines

a. It shall be the Contractor's responsibility to protect all existing utility lines from damage during excavation for utilities systems.

Any damage resulting to existing utility systems shall be repaired by the Contractor, to the satisfaction of the contracting officer, at no additional cost to the Government.

b. The Contractor must obtain an excavation permit from the Director of Public Works (DPW). The DPW will work directly with the Resident Engineer to provide timely information to the Contractor.

1.5.4 Local Electric Requirements

The electrical utility on Fort Leonard Wood is privatized. Sho-Me Power Electric Cooperative is the power provider. Laclede Electric is the distribution system owner (Utility).

All Primary distribution including Facility transformer and metering are provided by the Utility. All costs associated with the primary utility work for the new facility is by the Government.

1.5.4.1 Privatized Electric Utilities Request Process

As part of the request for utilities, the Electrical Utility Request form is required to be completed and issued, with the required plans, to the Installation through the COR. The Designer of Record shall prepare the form for the Facility. Should there be any design changes after award of the construction contract that would change either the load or location of the primary utility lines and meter, the contractor shall be responsible for providing updated forms to the COR for submittal to the utility. Both the designers' filled out FLW Electric Service Request form and a blank FLW Electric Service Request form are included as an attachment at the end of this specifications section.

1.5.5 Local Gas Requirements

The gas utility on Fort Leonard Wood is privatized. Omega Gas is the natural gas provider. Gas distribution lines up to and including the Facility metering are provided by the Utility. All costs associated with the utility work for gas distribution/service lines up to and including the meter is by the Government.

1.5.5.1 Privatized Gas Utilities Request Process

As part of the request for utilities, the Gas Utility Request form is required to be completed and issued, with the required plans, to the Installation through the COR. The Designer of Record shall prepare the form for the Facility. Should there be any design changes after award of the construction contract that would change either the load or location of the primary utility lines and meter, the contractor shall be responsible for providing updated forms to the COR for submittal to the utility. Both the designers' filled out FLW Gas Service Request Form and a blank FLW Gas Service Request form are attached at the end of this specifications section.

1.5.6 Local Water Requirements

The water utility on Fort Leonard Wood is privatized. American Water

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Enterprises - Military Services Group is the water and wastewater provider. Water distribution up to the point of demarcation including the water meter, vault and components are provided by the Utility. All costs associated with the utility work for water/ wastewater lines and equipment is up to the contractor. An allowance of $450,000 must be held for payment to the utility.

1.5.6.1 Privatized Water Utility Request

The prime contractor is required to sign a Connection Charge Agreement with the utility owner, see draft attachment. Final connection to American Water Infrastructure will be done by Contractor and coordinated with American Water. Perform total coliform bacterial analysis, per 33 11 00 WATER UTILITY DISTRIBUTION PIPING prior to connection, provide results to American Water. American Water will provide the water/wastewater connection up to the point of demarcation , downstream side of the vault from the structure or up to the PIV if applicable , refer to the drawings.

Should there be any design changes after award of the construction contract that would change either the load or location of the primary utility, the contractor shall be responsible for providing updated documents for submittal to the utility. COR must be kept informed of all activities and correspondence with the utility company.

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 Missouri law.

1.7 SUPERVISION

1.7.1 Superintendent Qualifications

Provide project superintendent with a minimum of 6 years experience in construction with at least 3 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.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.7.2 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.

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1.7.3 Duties

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 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.

1.7.4 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 CONFERENCE

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 conference 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 WAIVER FOR WORKER'S COMPENSATION

In addition to FAR 52.228-4 Workers' Compensation and War-Hazard Insurance Overseas, the Secretary of Labor has granted a waiver. The waiver does not apply to employees who are hired in the United States, or who are residents, or citizens of the United States.

1.10 PARTNERING

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

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Designer of Record are required to participate in the Partnering process.

1.10.1 Facilitated (Formal) Partnering

a. Within 35 calendar days after award and prior to the start of work, host a Formal Partnering session with key personnel from the project team including both Contractor and Government personnel. All costs associated with the Partnering session including the third-party independent Facilitator Consultant, meeting room and other incidental items are the responsibility of the Contractor.

b. Before the Facilitated (Formal) Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note pads, pens/pencils, colored flash cards) and have these items available at the Partnering session. Provide copies of any documents required for distribution to all attendees. Participants will bear their own costs for meals, lodging and transportation associated with Partnering

c. The Initial Partnering Session must be a duration of one day and be held at a location off base as agreed to by the Contracting Officer.

Partnering session may take place concurrently with the Pre-Construction Post-Award Kickoff Meeting.

d. Facilitator must be experienced in conducting corporate Partnering sessions and must be a third-party independent facilitating consultant

- not an employee of the Contractor. The Facilitator is responsible for leading all aspects of the Partnering session necessary to achieve the Partnering goal.

e. An outcome of the Partnering session must be an escalation matrix agreed upon by both the Government and Contractor, which identifies key Government and Contractor decision makers by name and anticipated decision durations.

f. Host follow-on Partnering Sessions at three- to six-month intervals or more frequently if needed and lasting generally a half day or less.

Attendees need only be those required to resolve current issues. The same Facilitator used in the Initial Partnering session must lead the follow-on sessions unless an alternative is permitted by the Contractor Officer. All costs associated with follow-on Partnering sessions are the responsibility of the Contractor.

1.11 PERMITS

It shall be the responsibility of the Contractor to obtain all permits and licenses required by applicable Federal, State, or Fort Leonard Wood (FLW) regulations/requirements for performance of the contract. The Contractor shall be responsible for determining the fee basis and paying all filing/permit fees and taxes. Payment of fines, penalties, and associated fees for noncompliance or improper performance of applicable work shall be the responsibility of the Contractor. The Contractor shall perform all work in compliance with all applicable Permits. The Contractor shall allow entry to state and federal regulatory agency inspectors. The Contractor copies of the permit applications and associated documentation shall be routed through the Contracting Officer Representative (COR) to the appropriate DPW Divisions for review and approval, as specified, prior to submittal.

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1.11.1 Water Permits

The Contractor shall ensure Missouri Department of Natural Resources (MDNR) Water Construction Permit is obtained if applicable. Reference Code of State Regulations Division 60, Chapter 3 Permits -http://www.sos.mo.gov/adrules/csr/current/10csr/10csr.asp#10-10. Water line permits are required for main line extensions, additions of fire hydrants, and potentially other applications, as indicated by MDNR regulation.

1.11.1.1 Water Permit Process

The permit process for water permits is as follows:

1.11.1.1.1 Permit Application and Documentation

a. The Contractor shall prepare and provide the COR with six (6) copies of the completed permit application and supporting documentation. The COR will provide these documents to the DPW Master Planning Division.

b. DPW Master Planning will send copies of the plans and specifications for review and comments to installation personnel, as appropriate.

All installation comments are sent to the DPW Master Planning Division to be compiled and will be sent to the contractor through the COR to be addressed.

c. Once comments are finalized, the contractor will provide to the COR, two (2) final sets of plans and specifications and if applicable, the engineering report that has been stamped by a Missouri Registered Professional Engineer and a completed copy of the permit applications. The DPW Environmental Branch will prepare the transmittal cover letter to be signed by the Director of Public Works.

MDNR will not process a permit application that does not have the Director's signed cover letter. The length of this process varies and can take up to 2 months.

1.11.1.1.2 Permit Application and Documentation

a. The permits have been prepared by the designer. The contractor will provide to the COR, two (2) final sets of plans and specifications and if applicable, the engineering report that has been stamped by a Missouri Registered Professional Engineer and a completed copy of the permit applications. The DPW Environmental Branch will prepare the transmittal cover letter to be signed by the Director of Public Works.

MDNR will not process a permit application that does not have the Director's signed cover letter. The length of this process varies and can take up to 2 months.

1.11.1.1.3 MDNR Application Submittal and Processing

The DPW Environmental Branch will notify the COR that the application is ready for submittal to MDNR. The contractor is responsible for submitting to MDNR the permit application package, Rolla Satellite Office. The contractor will send the permit application package that consists of the following items to MDNR with a copy of the correspondence provided to the COR and the DPW Environmental Branch:

a. Cover letter signed by the Director of Public Works

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b. Completed permit applications

c. Plans and specifications that have been stamped by a Missouri Registered Professional Engineer

d. Permit fee, if applicable

1.11.1.1.4 Permit Issuance

The MDNR will mail the approved Permit to the contractor. Once the permits are issued to the contractor, the contractor must forward a copy to the DPW Environmental Branch, through the COR. This process may take up to 6 months for State to review and issue permit.

1.11.1.1.5 Permit Maintenance

All permitted sites will be inspected for compliance by the Corps and the Directorate of Public Works, and are subject to inspections from the MDNR and the Environmental Protection Agency, Region VII.

1.11.1.1.6 Permit Termination

Once construction is complete, the contractor shall prepare and submit to the MDNR a Statement of Work Complete that has been stamped by a Missouri Registered Professional Engineer. Signed copies must also be sent to the DPW Master Planning Division, through the COR.

1.11.2 Sewer Permits

The Contractor shall ensure required Missouri Department of Natural Resources (MDNR) Construction Permit is obtained, if applicable. Project Plans requiring MDNR Construction Permit Application must be routed through COR for approval. Extension of the sewer main or installation of lift stations or manholes requires a MDNR Sewer Construction Permit.

Other work may require a permit, per applicable regulations.

1.11.2.1 Sewer Permit Process

The permit process for sewer permits at Fort Leonard Wood (FLW) is as follows:

1.11.2.1.1 Permit Application and Documentation

a. The contractor will prepare and provide to the COR six (6) copies of the completed permit application and supporting documentation. The COR will provide the permit to the DPW Master Planning Division.

b. DPW Master Planning will send copies of the plans and specifications for review and comments to installation personnel, as appropriate.

All installation comments are sent to the DPW Master Planning Division to be compiled and will be sent to the contractor through the COR to be addressed.

c. Once comments are finalized, the contractor will provide two (2) final sets of plans and specifications and if applicable, the engineering report that has been stamped by a Missouri Registered Professional Engineer and a completed copy of the permit applications. The DPW Environmental Branch will prepare the transmittal cover letter to be

SECTION 01 30 00 Page 15 signed by the Director of Public Works. MDNR will not process a permit application that does not have the Director's signed cover letter.

The length of this process varies and can take up to 2 months.

1.11.2.