Attachment 1_Statement of Work_Dated 11June25_17Pgs.pdf

STATEMENT OF WORK

FTFA171082 / TRIRIGA ID: 1022855

BLDG. 374 GWEF UPGRADE HVAC

EGLIN AFB, FL

Date: 11 June 2025

96th Civil Engineer Group

FTFA171082 / TRIRIGA ID: 1022855

BLDG. 374 GWEF UPGRADE HVAC

Eglin AFB, FL

TABLE OF CONTENTS

1. BIDDING SCHEDULE

1-1. General Information of Bid Schedule

1-2. Explanation of Bid Items

2. GENERAL INFORMATION

2-1. Project Information

2-2. Project Location

2-3. SECURITY REQUIREMENTS - PERSONNEL 1

2-4. Period of Performance

2-5. Liquidated Damages

2-6. Project Delivery Method ................................................. Error! Bookmark not defined.

2-9. Construction Submittal Review

2-10. Time Extensions for Unusually Severe Weather

2-11. Schedule

3-12. Contractor Responsibility ................................................ Error! Bookmark not defined.

3-13. Working hours

3-14. Deliveries

3-15. Utility Cutovers and Interruptions

3-16. Environmental Protection

3-17. Road Closures

3-18. Base Access and Gate Hours

3-19. Construction and Dig Permits

3-20. Welding

3-21. Radioactive Equipment

3-22. Construction Submittals

3-23. Contractor Quality

3-24. Request for Information

BLDG. 374 GWEF UPGRADE HVAC FTFA 17-1082

EGLIN AFB, FL REV1: 11 JUN 2025

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3-25. Meetings

3-26. Temporary Facilities and Work Area

3-27. Schedule of Available Utilities

3-28. Temporary Cranes

3-29. Inspection

3-30. Red-line Drawings

3-31. As-Built Drawings

3-32. DD Form 1354

3-33. STANDARDS AND CODES

4. ADDITIONAL ENCLOSURES

4-1. Eglin Specific Criteria (AVAILABLE UPON REQUEST)

4-2. 50 Division Master Format Excel Spreadsheet (AVAILABLE UPON REQUEST)

4-4. Existing Utilities Located in the Area (AVAILABLE UPON REQUEST)

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1. BIDDING SCHEDULE

CLIN Item No. Description Amount

BASE BID

0001 Construction of SOW – FTFA 17-1082PA $_____________ 0002 Construction of SOW – FTFA 17-1082PB $_____________

1-1. General Information of Bid Schedule

This section comprises an explanation of the bid items identified in the Bidding Schedule. This section is a general scope of work for the bid items described in the Bidding Schedule and is not intended to be all encompassing in the description. All work specified herein shall be accomplished in accordance with the procedures prescribed in the technical provisions of the specifications, the plans/details as shown on the contract drawings, and required local, state, and federal codes. The contractor shall bid each type of work under the applicable bid item. Measurement for payment will not be made. Payment described for the various bid items will be full compensation for all labor, materials, and equipment required to complete the work. Compensation for any item of work described in the contract but not listed in the bid schedule shall be included in the payment for the item of work to which it is made subsidiary. See “Government Pre-design Analysis”, and design information for additional details regarding each bid item.

1-2. Explanation of Bid Items

CLIN 0001

Construction of SOW – FTFA 17-1082PA

All costs in connection with furnishing all labor, materials, tools, equipment, and associated incidentals necessary to complete CLIN 0001 as detailed in ‘Section 2-1. Project Information’. This project shall deliver a complete and usable facility and or systems. The project will comply with applicable DoD, Air Force, FAA, and base design rules and standards.

CLIN 0002

Construction of SOW – FTFA 17-1082PB

All costs in connection with furnishing all labor, materials, tools, equipment, and associated incidentals necessary to complete CLIN 0002 as detailed in ‘Section 2-1. Project Information’. This project shall deliver a complete and usable facility and or systems. The project will comply with applicable DoD, Air Force, FAA, and base design rules and standards.

----- END OF SECTION -----

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2. GENERAL INFORMATION

2-1. Project Information

FTFA 17-1082, BLDG 374 GWEF UPGRADE, hereinafter referred to as the ‘Project’, is a Design-Bid-Build (D- B-B) project for construction. The scope of work includes a complete replacement of (1) building chiller plant system and (2) main chamber CRAC unit system. The project consists of two separate projects combined with the government pre-purchasing long lead items to allow the required completion date to be met.

The Project was designed by Peterson Engineering, Inc. on 07 March 2025 and the A-E drawing set is structured to include two separate unique projects. The total contract will be awarded to one contractor, and the basis of the bid evaluation will be on the total combined cost of both projects. The bid breakdown between the two projects is noted below. The Contractor shall provide all labor, materials, equipment, and tools to complete the subject project in compliance with the provided Plans & Specification.

CLIN 001: FTFA171082PA - BLDG 374 GWEF UPGRADE: HVAC – CHILLER PLANT

CLIN 002: FTFA171082PB - BLDG 374 GWEF UPGRADE: APPS CRAC UNITS

This Project Description is not all encompassing, and a more detailed design / construction scope will be determined once a site visit is conducted with the customer and A-E. The project will comply with applicable DoD, Air Force, FAA, and base design rules and standards.

INFORMATIONAL NOTE

The A-E design package includes unique project requirements as referenced below. There are additional schedule and project management requirements included due to the complexity and mission criticality of this facility.

Drawing G-001

Project Overview Government Provided Equipment Critical Path Coordination Note Project Completion Period

Drawing: G-003A/B General Project Notes - No 3 General Project Notes - No 45

The requirement sections referenced above are included in the project specifications and noted in the drawing set.

Please also note SOW Sections ‘2-3 Security Requirements’ and ‘2-5 Liquidated Damages’.

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2-2. Project Location

The work shall be located at Building 374, Eglin AFB, as indicated below. The exact location will be shown by the Contracting Officer.

Figure 1. Building 374, Eglin AFB

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Figure 2. Building 374, Aerial Photo.

2-3. SECURITY REQUIREMENTS - PERSONNEL 1.

Work under this contract is restricted to U.S. citizens. 2. The request for personnel passes shall be accompanied with the following certification: "I hereby certify that all personnel on this list are either born U.S. citizens, naturalized U.S. citizens with the naturalization number shown." Signature/Firm Name 3. Documents Acceptable for Proof of Citizenship: a. Birth registration card b. Certificate of live birth, birth certificate c. Certificate of Naturalization d. Certificate of registration e. DD-214 (Must Cite Birthplace) f. DD Form 4 (Contract for Enlistment and Must Cite Birthplace) g. DD 1966 (Application for Enlistment) h. Military discharge papers (must cite birthplace) i. Delayed birth certificate j. Hawaii certificate of foreign birth k. Hospital birth certificate l. Marriage license certificate m. Merchant marine certificate n. Military officer ID card o. Notification of birth registration p.

State of Hawaii ID card q. USA passport r. Verbal inquiry with State of Hawaii Vital Statistics Office.

The Contracting Officer (C.O.) will provide the max number of escorts and working hours applicable to this contract. If the A-E design package includes any quantity amount or specific times for either of these, that requirement will be superseded by the amount provided by the C.O.

2-4. Period of Performance

The Contractor shall be required to (1) commence work under this contract(s) within 8 calendar days after the date the Contractor receives the notice to proceed, (2) prosecute the work diligently, and (3) complete the entire work ready for use not later than 365 calendar days after receipt of notice to proceed. This time stated for completion shall include completion of all punch list items and final cleanup of the premises. The A-E design package includes key project milestone requirements on drawing ‘G-001 - Project Completion Period’.

B374

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2-5. Liquidated Damages

If the Contractor fails to complete the work within the time specified in the contract, or any extension, the Contractor shall pay to the Government as liquidated damages, the amount is to be stated in the contract.

If the Government terminates the Contractor's right to proceed, the resulting damage will consist of liquidated damages until such reasonable time as may be required for final completion of the work together with any increased costs occasioned the Government in completing the work.

If the Government does not terminate the Contractor's right to proceed, the resulting damage will consist of liquidated damages until the work is completed or accepted.

The Contracting Officer (C.O.) will provide liquidated damages applicable to this contract.

2-6. D-B-B Price Proposal

Provide a cost proposal with detailed breakdowns in the 50 Division Master Format for each bid item. A price shall be provided on all numbered items of the bidding schedule. Proposal must contain sufficient detail of costs that include but not limited to; material, labor, equipment, subcontracts, overhead and extended overhead costs, bonds, and profit.

2-7. Construction Submittal Review

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals are to be the same as those used in the contract drawings. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. The Prime Contractor is to prepare, review, and stamp with Contractor’s approval all submittals prior to submitting for Government approval. Use transmittal form AF Form 3000: Material Approval Submittal, for submitting in accordance with the instructions on the reverse side of the form. Once received from the Contracting Officer at 96 CEG, the government will have 14-days to review submittals and return AF Form 3000 to the Contractor.

2-8. Time Extensions for Unusually Severe Weather

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe.

Unusually severe weather is defined as hurricanes, floods, tornados, or earthquakes.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

(3) The Contractor's progress schedule must reflect completion of the project within the specified contract duration including all weather except that as defined as unusually severe.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

Monthly anticipated adverse weather delay. Work days based on (5) day work week.

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

5 5 5 3 3 5 8 6 5 3 4 5

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Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on its daily Contractor Quality Control report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday.

The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in above paragraph, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair-weather workdays, and issue a modification in accordance with the Contract Clause entitled "Default (Fixed Price Construction)".

2-9. Schedule

Within 7 days after NTP is acknowledged, D-B-B Contractor shall provide a preliminary schedule showing the entire 365 contract days of contract activities. Within 14 days, D-B-B Contractor shall provide a detailed schedule of the entire contract that demonstrates a reasonable and realistic sequence of activities which represent all work through the entire contract performance period.

INFORMATIONAL NOTE

In addition to the AF Form 3064 - Contract Progress Schedule and AF Form 3065 - Contract Progress Report, there are additional schedule and project management requirements included due to the complexity and mission criticality of this facility.

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

Activity dates and durations Design and Permit Activities

Procurement activities Submission, review, and acceptance of submittals (design and construction)

Submission of shop drawings Submission of O&M’s and as-builts Submission of DD1354 data Contract start and end date Construction start date Float Milestones % Complete Major inspections Contractor’s pre-final inspection Correction of punch list from Contractor’s pre-final inspection

Government’s pre-final inspection

Correction of punch list from Government’s pre-final inspection

Final Inspection

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D-B Contractor shall provide an updated project schedule on a regular basis, monthly at a minimum. Update the schedule to include detailed construction activities as the design progresses, but not later than the submission of the final unreviewed design submission for each separate design package. The Contracting Officer may require submission of detailed schedule activities for any distinct construction that is started prior to submission of a final design submission if such activity is authorized.

Update information including Actual Start Dates (AS), Actual Finish Dates (AF), Remaining Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.

AS and AF dates must match the date(s) reported on the Contractor's daily report for an activity start or finish.

2-10. Working hours

The A-E design package includes detailed requirement under ‘General Project Notes’. Regular working hours shall be 0600 to 1800, Monday through Saturday, excluding Federal holidays per U.S Office of Personal Management.

https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=Overview

Work outside regular working hours requires Contracting Officer's prior 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, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer. Utility cutovers may be done after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

2-11. Deliveries

All construction deliveries shall either be inspected at the commercial (North) Gate of Eglin Main Base or 7th Special Forces to get properly examined. Once their vehicle is cleared, they shall receive a pass that can be daily or weekly.

The delivery vehicles can then proceed to Eglin AFB or Duke Field and show their pass to enter through the security checkpoint.

2-12. Utility Cutovers and Interruptions

Planned interruptions of utility services (electrical power, water, natural gas, etc.) shall be detailed and coordinated by the Contractor. Requests for interruptions shall be submitted in writing by the Contractor to the Contracting Officer's Representative at least 14 calendar days before the planned outage. This request shall also be shared with the Contracting Officer.

Contractor shall not interrupt service(s) until approval has been granted. Requests shall include facility/facilities affected, date of scheduled outage, and duration. Requests for interruption of service(s) will not be approved until all equipment and materials required for that particular phase of work are on the job site.

Road cuts are not currently allowed. Contractor shall find other means necessary.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

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2-13. Environmental Protection

Activities shall be planned and implemented in a manner that protects existing site utilities, structures, surface features, service operations, and the general site environment. This includes the protection of trees, shrubs and other vegetation not in the affected zone from dust damage, soil compaction, and physical contact with machines and equipment.

If appropriate, the contractor shall conserve uncontaminated topsoil by removal, storage, or redistribution. All reasonable measures shall be taken to minimize and suppress fugitive emissions of dust, vapors, and other site materials during site work.

All fill materials shall be non-contaminated. The Contractor shall conduct operations and activities with the intent of reducing the amount of pollution generated. Specific areas to be focused on are generation of solid waste, use of hazardous materials, use of ozone depleting chemicals (HVAC requirements), generation of hazardous waste, and use of energy and water.

The Contractor shall plan, construct, operate, maintain, optimize, and commission systems necessary to control storm water run-on and runoff. At a minimum, the contractor shall employ best management practices consistent with the Florida Development Manual, Chapter 6, Stormwater and Erosion and Sediment Control Best Management Practices for Developing Areas.

2-14. Road Closures

Planned road closures shall be detailed and coordinated by the Contractor. Requests for road closures shall be submitted in writing by the Contractor to the Contracting Officer's Representative at least 14 calendar days before the planned closure. When it becomes necessary to close roads for construction, the Contractor shall immediately put in place the necessary signs and barricades required. All traffic control devices (signs, barricades, pavement markings, traffic signals, intersection control beacons, delineators, etc.) shall conform to the FHWA Manual on Uniform Traffic Control Devices and the FHWA publication Standard Highway Signs, most current edition. These include, but are not limited to, begin/end construction signs, standard traffic control signs, including clearly marked detours and barricades with yellow flashing caution lights. Hand painted plywood signs (or other materials) are not allowed or acceptable. Upon completion of road work, all signs and barricades shall be immediately removed, and all normal traffic control devices and signs returned to their original condition. Signs and barricades shall not be left along sides of roadways.

2-15. Base Access and Gate Hours

Any person, individual, entity, or company requiring base access shall contact the Contracting Officer to obtain and process an access permit. Current Photo Identification, Current Driver's License, Current Registration, and Current Vehicle Insurance shall be required for vehicle access pass. A Day-Pass can only be obtained on the day of arrival.

Base Contracting can submit completed Base Access Request for up to six-months.

Gate hours are subject to change by the Government at any time due to military activities. Contractor shall then be responsible for coordinating with the Contracting Officer for base access.

2-16. Construction and Dig Permits

A local permitting procedure is in effect at Eglin AFB for any work which may disrupt aircraft or vehicular traffic flow, base utility services, routine activities of the installation or which may involve subsurface excavation.

Contractor must plan and detail any work of this nature sufficiently in advance of the proposed work. An AF Form 103, Base Civil Engineering Work Clearance Request, must be submitted at least 14 calendar days in advance of the proposed performance date to the Contracting Officer. Work will not begin until approval has been granted.

Forms will be made available to the Contractor at Building 696 on Eglin AFB. This includes soil borings.

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2-17. Welding

Welding shall not be performed without first obtaining a welding/burn permits issued by the Base Fire Department.

2-18. Radioactive Equipment

Use of radioisotopes or radiation producing equipment (density gauging, NDE weld testing, etc.) requires a Nuclear Regulatory Commission (NRC) Radioactive Material License, with all documentation submitted and approved prior to bringing the material on base. To obtain authorization contact Bio-Environmental, Eglin AFB Hospital and Environmental Section in the 96 Civil Engineer Squadron.

The Contractor shall also comply with all requirements of AFI 40-201.

The Contractor shall forward application to the Contracting Officer 30 days prior to commencing operations using radioactive materials.

Contractors possessing Agreement State Licenses must also submit an NRC Form 241 to NRC in compliance with

10 CFR 150.20.

Request shall include the following:

a. Description of proposed activities on NRC Form 241.

b. Procedures established to ensure radiological health and safety of all personnel.

c. Name of responsible Contractor representative.

d. Current copy of application for NRC or Agreement State License. The license must specifically state the installation by name or approval for temporary job sites anywhere in the United States where the NRC or Agreement State maintains jurisdiction.

e. The part of the Air Force contract describing work to be done at the base and the inclusive dates of such work.

f. An acknowledgement that the base RPO can make periodic checks to ensure the Contractor is following applicable radiological health and safety practices.

g. Contractors requiring more than 180 calendar days per calendar year of operation must possess an NRC license.

2-19. Construction Submittals

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals are to be the same as those used in the contract drawings. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Use transmittal form AF Form 3000: Material Approval Submittal, for submitting in accordance with the instructions on the reverse side of the form. Once received from the Contracting Officer at 96 CEG, the government will have 14 calendar days to review submittals and return AF Form 3000 to the Contractor.

2-20. Contractor Quality

The Contractor is responsible for the quality of construction for all phases of work.

Establish and maintain an effective quality control (QC) system in accordance with specification 01 45 00.00 10.

QC consists of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. Cover all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The Contractor’s designated Quality Control Representative will be held responsible for the quality of work and is subject to removal by the Contracting Officer for non-compliance with the quality requirements specified in the contract. In this context the highest level manager responsible for the overall

11 | P a g e construction activities at the site, including quality and production is the Quality Control Representative. The Quality Control Representative must maintain a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

2-21. Request for Information

Submit a Request for Information (RFI) when questions arise concerning interpretation, conflicts, omissions, errors, or regulatory violations within the Contract Documents.

Review all RFIs prior to submission to the Contracting Officer or Government’s Designated Representative. The General Contractor is responsible to have a thorough and working knowledge of the entire contract documents and to review their subcontractor’s and in-house RFIs for legitimacy and reasonableness. Do not forward questions to the Contracting Officer or Government’s Designated Representative that are easily answerable from a cursory review of the contract documents.

Allow 14 calendar days for government review of the RFI. The Government will respond to all RFI's on the RFI form with the Contracting Officer’s signature. If the response to the RFI does not involve a change to the contract, after receipt of the government response, proceed as if the answer to the RFI existed within the Contract Documents.

For RFIs where the government determines a change to the Contract price or time is appropriate, officially close the RFI and refer thereafter as a pending modification. Comply with the modification requirements.

Use the attached RFI form to submit RFI’s to the Contracting Officer. For tracking purposes, submit an updated RFI tracking log with each new RFI or upon request.

2-22. Meetings

2-22.1. Progress Meetings

Contractor shall conduct progress meetings with the Government representative(s). Contractor shall have all participants at these conferences familiar with the project and authorized to conclude matters relating to the work.

Contractor representatives shall include the required the on-site staff. Agenda of progress meetings will include but not limited to:

1) Project Statistics 2) Schedule

3) User Coordination 4) Status of Submittals

5) Safety 6) Deliveries

7) Off-site fabrication problems 8) Access

9) Site utilization 10) Temporary facilities and services

11) Hours of work 12) Hazards and risks

13) Housekeeping 14) Quality and work standards

15) Changes to the contract 16) Pay Request Information

17) Status of RFI’s 18) Other topics as required

19) Resolution of existing issues 20) New business

Provide minutes for the prior week’s progress meeting prior to each new weekly meeting. No later than two (2) days after each meeting, distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report.

2-22.2. Periodic Schedule Update Meetings

Conduct periodic schedule update meetings for the purpose of reviewing the proposed Periodic Schedule Update, Narrative Report, Schedule Reports, and progress payment. Conduct meetings at least monthly within five days of the proposed schedule data date. Provide a computer with the scheduling software loaded and a projector which allows all meeting participants to view the proposed schedule during the meeting. The Contractor's authorized

12 | P a g e scheduler must organize, group, sort, filter, perform schedule revisions as needed and review functions as requested by the Contractor and/or Government. The meeting is a working interactive exchange which allows the Government and Contractor the opportunity to review the updated schedule on a real time and interactive basis. The meeting will last no longer than 8 hours. Provide a draft of the proposed narrative report and schedule data file to the Government a minimum of two workdays in advance of the meeting. The Contractor's Project Manager and scheduler must attend the meeting with the authorized representative of the Contracting Officer. Superintendents, foremen and major subcontractors must attend the meeting as required to discuss the project schedule and work.

Following the periodic schedule update meeting, make corrections to the draft submission. Include only those changes approved by the Government in the submission and invoice for payment.

2-22.3. Red-Zone Meeting

A pre-initial Red Zone meeting will be held to build a schedule of events necessary to achieve project and fiscal completion within 548 days of the Project Beneficial Occupancy Date (BOD). The initial meeting identifies key project milestones, responsibilities, and target task completion dates. Particular attention must be given to the BOD date. The initial Red Zone meeting is held approximately 60 days prior to BOD.

There are three objectives to the initial meeting:

1) Representatives responsible for specific remaining tasks must be identified and be in attendance at the meeting.

2) Representatives in attendance must be able to fully identify remaining work necessary to complete their portion of the scope.

3) Representatives must commit to finishing the task they are responsible for by the agreed date.

The objective of each follow on weekly meeting is to discuss and record actual progress of each task. If a specific task appears to be slipping or occurs earlier than the completion date; means methods and resources will be discussed, identified, and committed to maintain the Red Zone Schedule. The impact to related activities is determined and discussed. The entire team is notified of the potential impact to the remaining work. Contractor representatives shall include the required the on-site staff.

2-23. Temporary Facilities and Work Area

Temporary Facilities: Refer to Specification 01 57 19.

Additionally, regarding temporary facilities, provide and maintain within the construction area minimum field type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties and / or fines associated with improper discharge will be the responsibility of the Contractor. Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system.

Maintain these conveniences at all times without nuisance. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

Provide temporary fire protection equipment for the protection of personnel and property during construction.

Remove debris and flammable materials daily to minimize potential hazard.

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2-24. Schedule of Available Utilities

The Contractor is responsible for formally requesting temporary/permanent service. The contact information for connection pricing from these utility providers is as follows:

Electric: CHELCO (Choctawhatchee Electric Cooperative Inc.)

Chris Eddy Project Supervisor – Eglin AFB Office: 850.307.1229 / Cell: 850.307.7880 / Fax: 850.892.9470 / ceddy@chelco.com

Any existing utilities damaged during construction shall be repaired immediately by the Contractor at no cost to the government.

2-25. Temporary Cranes

All cranes shall have a red strobe light and two flags attached to the end of the boom. The flags shall be 18-inches square and international orange in color. The strobe does not need to be flashing during daylight hours or when the boom is lowered to the ground at night. The strobe shall be flashing when operating during weather in which visibility is reduced or when operating at night. The strobe shall remain flashing if the boom remains elevated at night.

All cranes used by the Contractor for construction purposes will require written acceptance for their use by the Contracting Officer. All requests shall be made seven (7) days in advance of the crane's arrival on the job site and shall include such information as latitude and longitude of the crane location, total operating height, mode of transportation and delivery to the project site, period of use and methods of conforming to all safety and airfield operations procedures. Cranes operating at night shall require a red blinking light at the highest point on the crane boom which conforms to Federal Aviation Administration (FAA) requirements and the SPECIAL CONTRACT REQUIREMENT CLAUSE: AIRFIELD SAFETY PRECAUTIONS. FAA Form 7460-1 shall be completed by the Contractor and filed with the FAA. A copy of Form 7460-1 shall also be submitted to the Contracting Officer's representative.

An FAA Form 7460-1 may be required to be completed by the Contractor and filed with the FAA. If required, a copy of Form 7460-1 shall also be submitted to the Contracting Officer's representative. Contractor is responsible for obtaining all necessary FAA Permits for erection of temporary structures. No cranes are allowed on base until the FAA forms are completed and turned into the Contracting Officer.

Address to submit FAA Form 7460-1 is:

Federal Aviation Administration Southern Regional Office Air Traffic Division, ASO-530 P.O. Box 20636 Atlanta, GA 30320

Address of the Southern Region Office is:

Southern Region Office Air Traffic Division, ASO-530 1710 Columbia Avenue College Park, GA 30337 Tel. 404-305-5585

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2-26. Inspection

4-18.1 Acceptance Tests

The contractor shall ensure acceptance test of the following features, parameters, or characteristics. Any personnel radiation hazards on expected work surfaces (i.e. ground, nearby roof tops, etc.), as determined by OSHA standard 1910.97, shall be mitigated. Posting a warning sign shall not constitute adequate mitigation.

4-18.2 Pre-Final Inspection

The Contractor shall conduct a pre-final walk-through inspection with Base personnel and publish the prefinal inspection findings in a pre-final inspection (punch list) report. The contractor shall include a draft DD Form 1354, Transfer and Acceptance of Real Property to the contracting officer for review.

4-18.3 Final Inspection

The Contractor shall conduct a final inspection with base personnel and publish the findings in a final inspection report. The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final inspection (punch list) report. A final inspection shall not be performed until the pre-final inspection (punch list) report has been resolved. At the final inspection, the Contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) or other appropriate organization for signature and acceptance, if required.

2-27. Red-line Drawings

The Contractor shall have on his staff, personnel to mark up a set of paper copy construction drawings to show the as-built conditions. These as-built marked copies shall be kept current and available on the job site at all times. All changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction shall be accurately and neatly recorded, as the events occur, by means of details and notes. The Contractor shall call attention to entries by redlining areas affected. The red line as-built will be jointly inspected for accuracy and completeness by the Contracting Officer's representative and a responsible representative of the Contractor prior to submittal of each request for payment. The Contracting Officer's approval of the current status of the as-built drawings shall be a prerequisite to the Contracting Officer's approval of request for progress payment and request for final payment under the contract. The drawings shall show the following information, but not be limited thereto:

(1) The location and description of any utility lines or other installations of any kind or description known to exist within the construction area. The location includes dimensions to permanent features.

(2) The location and dimensions of any changes within the building or structures.

(3) Correct grade or alignment of roads, structures or utilities if any changes were made from contract plans.

(4) Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

(5) All changes or modifications which result from the final inspection.

(6) Options: Where contract drawings or specifications allow options, only the option selected for construction shall be shown on the as-built drawings.

(7) Extensions of Design: Shop Drawings such as structural fabrication and erection drawings and fire alarm & fire suppression systems that will require extensive redrafting effort will be included as an Appendix to the paper copy set and provided in .PDF format for inclusion on the same CD-ROM as the other electronically submitted set of drawings.

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The Contractor shall participate in monthly review meetings with the Contracting Officer's Representative to show the progress made the preceding month and make all required changes. Prior to final construction inspection, the Contractor shall submit one copy of the red lined as-built drawings to the Contracting Officer's Representative for review and approval. The as-built drawings shall be certified as to their correctness by the signature of an authorized representative of the Contractor.

2-28. As-Built Drawings

Copies of the drawings will be the responsibility of the Contractor. The as-built drawings shall be a record of the construction as installed and completed by the Contractor. They shall include all the information shown on the contract set of drawings and a record of all deviations, modifications, or changes from those drawings which were incorporated in the work; all additional work not appearing on the contract drawings; and all changes which are made after final inspection of the contract work. In the event the Contractor accomplishes additional work which changes the as-built conditions of the facility after submission of the as-built drawings, the Contractor shall furnish revised and/or additional drawings as required to depict as-built conditions. The requirements for these additional drawings will be the same as for the as-built drawings included in the original submittal.

4-20.1 General

As-built drawings shall be submitted in a version of AutoCAD that is coordinated with 96 CEG drafting section at time of submission.

The as-built DWG files shall have no reference files attached as all shall be bound into the file to make one AutoCAD DWG file, which also shall be purged and created with standard AutoCAD pen table.

Scaled drawings should provide a bar scale and shall be in feet not meters. Contractor shall provide 1 hard copy of as-built on Mylar on an Arch D sheet size and 2 CD’s in AutoCAD and PDF.

The as-built DWG files shall have the Design model physical features such as floor plans and civil site plans in Model Space. Sheet features such as title blocks, notes, north arrows and scale bar will be in the Layout View (Paper Space).

Final As-builts shall include the assigned building number in the title block and Air Force FTFA number.

4-20.2 Other Requirements

AutoCAD drawings shall have correct geometry:

o Segmented lines and arcs are to be made continuous and free of self- overlapping sections, thus decreasing files size and increasing efficiency within the AutoCAD platform.

o All AutoCAD data shall be free of topological errors such as slivers, undershoots, overshoots dangles, overlaps, intersections, etc.

o Area features such as building footprints, parking lots, roadways, and airfield pavements shall be true polyline polygons. Adjacent polygons shall not have gaps or overlaps.

AutoCAD drawings shall be checked for correct spatial projection to one of the following:

o North American Datum 1983 Florida State Plane North FIPS 0903 Feet (AutoCAD Code FL83-

NF).

o Universal Transverse Mercator 1984, Zone 16 North (AutoCAD Code UTM84-16N).

Any Building Information Models (BIM) developed for a project shall be supplied in a Model Archive as part of the final as-built submittal consisting of two sets of files:

o The first set shall be a collection of individual Models as received from the Model Element

Author(s).

o The second set of files shall consist of the aggregate of those individual Models in a format suitable for archiving and viewing. The aggregate model shall also be submitted in a DWG file format.

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Drawings submitted for approval as as-builts shall have all changes incorporated into the final drawings.

o Drawings shall be free of revision clouds, hand-written notes, scanned in change orders, etc.

o Revision symbols shall be accompanied with an entry in the sheet’s revision block. Revision block entries shall consist of a brief description of the change along with the change order number.

o Each sheet shall be annotated in bold letters near the title block with the date the as-builts were accepted (i.e. AS-BUILT DRAWING 12 APR 2012).

2-29. DD Form 1354

Using the blank DD Form 1354 provided by the Government, the Contractor shall submit a Draft DD Form 1354 no later than 80% completion of the project. Using this Draft DD Form 1354, the Contractor shall submit the Interim DD Form 1354 for the project no later than fourteen (14) days prior to the Beneficial Occupancy Date (BOD).

Category Code numbers found on the DD Form 1354 Checklist provided at the end of this section shall be used in completing the Final DD Form 1354. Additional Category Codes can be found in the publication entitled "Air Force Real Property Category Code Descriptions" which can be obtained from the Directorate of Technical Support, Air Force Civil Engineer Support Agency and must be coordinated with 96 CEG Real Property office at “Draft” submission.

2-30. STANDARDS AND CODES

The construction shall be in accordance with the latest edition of the following standards and codes:

International Codes: International Building Code (IBC), International Mechanical US Air Force and Department of Defense instructions, manuals, handbooks, regulations, guidance, and policy letters National Fire Protection Association (NFPA) National Electric Code (NEC) Unified Facilities Criteria (UFC) Eglin Engineering Design Manual Federal Aviation Administration (FAA) United State Fish and Wildlife Service (USFWS) The National Association of Tower Erectors (NATE) Federal Communications Commission (FCC)

This list is provided for reference only and does not constitute all standards and codes that must be followed.

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3. ADDITIONAL ENCLOSURES

3-1. Eglin Specific Criteria (AVAILABLE UPON REQUEST)

- Eglin Engineering Design Manual

- Eglin Architectural Compatibility Plan

- Eglin Alarm Requirements

- CHELCO Requirements

- Eglin 96 Comm Squadron Design Guide

- UFC 1-200-01 DoD Building Code

- Florida Building Code 2017

- ACI 301-16 and ACI 318-19

- National Electrical Code (NEC)

- NFPA 70E 2018

- Eglin 96 CEG As-Built Requirements

- UFC 2-360-01, Airfield and Heliport Planning and Design

- UFC 2-360-02, Pavement Design for Airfields

- 796 CEOFA Fire System & Suppression Requirements

- 96_CS Cyber Infrastructure Standards and Installation Specifications

- Eglin DDC System and Network with Lockable enclosure and Cybersecurity requirements

- UFC 4-010-05 SCIF-SAPF Planning, Design, And Construction

UFC 4-010-05

SCIF-SAPF Planning, Design, And Construction.pdf 796 CEOFA Fire

System & Suppression Requirements October 2023.pdf 96_CS Cyber

Infrastructure Standards and Installation Specifications_Jan 2024_CC Signed.pdf Eglin DDC System and Network with Lockable enclosure and Cybersecurity requirements 20240418.docx