Attachment 1 B260 KRSM Specifications Part 1.pdf.pdf

US Army Corps of Engineers

Huntsville District

CONSTRUCTION SPECIFICATIONS AND DESIGN CRITERIA

VOLUME 1 OF 2

BLDG 260 – STEAM PLANT UPGRADE

HILL AFB, UTAH

SOLICITATION NO. W9123822R0007

CONTRACT NO.

DATE: 18 MARCH 2022 - CORRECTED FINAL DB RFP

Amendment 01 (05/25/2022)

THIS PAGE LEFT INTENTIONALLY BLANK.

Amendment 01 Description:

Amendment 01 incorporates changes to the Corrected Final RFP_Vol. 1 for building 260 originally dated March 18, 2022.

Amendment 01 is dated May 25, 2022 and the following items are incorporated into this amendment:

Amendment 01 (05/25/2022)

1. Revised Vol. 1 Table of Contents to update incorrect heading of Section 01 57 19 from ENVIRONMENTAL PROTECTION to correct heading TEMPORARY ENVIRONMENTAL CONTROLS.

2. Incorporated additional requirements to section 01 10 10 DESIGN CRITERIA under section 1. SCOPE to include information regarding the Period of Performance (POP) and instructions to the contractor regarding the removal, transportation and relocation of existing fuel located in Building 260 underground tanks to new location until new above ground tanks in building 260 have been installed.

3. Replaced section 01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS in its entirety to include updated information regarding Air Quality.

Steam Plant Upgrade – Hill AFB, Utah Bldg. 260

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

VOLUME 1 OF 2

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 11/20 GENERAL REQUIREMENTS

01 10 10 07/21 DESIGN CRITERIA

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11, CHG 11:11/20 WORK RESTRICTIONS

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 32 01 02/15 PROJECT SCHEDULE

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

01 33 16 05/16 DESIGN DATA (DESIGN AFTER AWARD)

01 35 26 11/19 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 11/16, CHG 1: 02/20 QUALITY CONTROL

11/16, CHG

11/20

2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

01 50 00 11/20

01 57 19 08/16

MODE (RMS CM)

SPECIAL INSPECTIONS

TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

TEMPORARY ENVIRONMENTAL CONTROLS

02/19, CHG

05/19

1: 08/20 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

CLOSEOUT SUBMITTALS

01 78 23

08/15, CHG 1: 11/20 OPERATION AND MAINTENANCE DATA

01 91 00

05/19, CHG 2: 08/20 TOTAL BUILDING COMMISSIONING

VOLUME 2 OF 2

APPENDIX A – 35% RFP DRAWINGS

APPENDIX B – BASE FACILITY DESIGN STANDARDS

APPENDIX C – INDUSTRIAL SAFETY REQUIREMENTS

APPENDIX D – HAFB ARC STANDARDS

APPENDIX E - EXISTING FACILITY PHOTOGRAPHS

APPENDIX F – LIMITED ASBESTOS INSPECTION REPORT – BLDG 260 (2019)

APPENDIX G – UNDERGROUND STORAGE TANKS(USTs)SUBSURFACE REPORT-BLDG 260

APPENDIX H – HISTORICAL GEOTECHNICAL INFORMATION

APPENDIX I – ASCE 41 TIER 1 CHECK LISTS

APPENDIX J – PROPOSED BOILER CUTSHEETS

APPENDIX K - HILL AFB-REPAIR BOILERS-FINAL FEASIBILITY REPORT 09-16-19

(TO BE PROVIDED ELECTRONICALLY BY USACE)

APPENDIX L – AS-BUILTS (TO BE PROVIDED ELECTRONICALLY BY USACE)

APPENDIX M – BASE STANDARD DETAILS (TO BE PROVIDED ELECTRONICALLY BY USACE)

-- End of Project Table of Contents --

Amendment 01 (05/25/2022)

PROJECT TABLE OF CONTENTS Page 2

Steam Plant Upgrade - Hill AFB, Utah Bldg. 260

SECTION 01 00 00

GENERAL REQUIREMENTS

11/20

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.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2019) Standard Terminology for Sustainability Relative to the Performance of Buildings

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-260-01 (2019, with Change 1) Airfield and Heliport Planning and Design

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114, and as specified below.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, day-lighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

SECTION 01 00 00 Page 1

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Materials and Workmanship

a. All equipment, material, and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in this contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

b. All work under this contract shall be performed in a skillful and workmanlike manner. The Contracting Officer may require, in writing, that the Contractor remove from the work any employee the Contracting Officer deems incompetent, careless, or otherwise objectionable.

c. In accordance with FAR 52.236-6 At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the Contractor. When it is necessary to contact base personnel during or after hours, the superintendent shall make contact with those in the following order:

1) Base Civil Engineer project manager

2) Project Manager's Supervisor as applicable David Murray 801-777-2118/801-643-8755 or Paul Waite 801-777-0584/801-547-7410

3) Engineering Division Leader Bob Elliott 801-775-5584/801-698-3653

(4) EMCS call center 801-586-5823.

1.3.2 Weather Precautions

Contractor shall ensure that weather sensitive materials are placed within the conditions recommended by the material supplier. No pavements shall be placed on frozen ground. Concrete placed when weather temperatures can be expected to fall below 32 degrees F shall be covered with approved blankets.

1.3.3 Project Description

Briefly and without force or effect upon the contract documents, the work of this contract can be summarized as follows:

a. Architectural: Demolition, enlarge existing openings, create new openings, new overhead roll-up doors, repair and patch work to match existing.

b. Civil: Grading, demolition, underground storage tank removal, containment for aboveground storage tanks, paving, curb and gutter, SECTION 01 00 00 Page 2 storm drainage, and utilities.

c. Mechanical: Boiler and boiler equipment demolition, new boilers and associated equipment, steam condensate pipe demolition and replacement, new deaerators and surge tanks and pumps.

d. Electrical: Existing MDP panelboard breaker replacement. Demo existing electrical service to existing boilers. Design new service for five new boilers and required auxiliary equipment, and provide temporary diesel generator for power to temporary boiler during construction.

e. Structural: Slab on grade demo as required for new trenches, demo of existing concrete boiler support pads, new concrete equipment pads, specification for seismic bracing for piping and conduit per seismic assessment, assessment and reinforcement design for 2 openings that may require enlargement to allow for installation of new boilers, upgrades and strengthening of lateral resisting system per UFC requirements, including a seismic evaluation per ASCE 41-17 "Seismic Evaluation and Retrofit of Existing Buildings."

1.3.4 Project Location

The work shall be located at Hill Air Force Base, Building 260, as indicated.

1.4 SITE VISITS

The Contractor shall attend scheduled site visits and take steps reasonably necessary to ascertain the nature and location of the work, and investigate the general and local conditions which can affect the work or its cost in accordance with FAR 52.236-3. Such investigation shall include but is not limited to:

storage of materials.

gas, and electric power.

c. The availability and suitability of pavements and roadways .

site.

soils.

f. The character and condition of equipment and facilities needed preliminary to and during work performance.

The Contractor shall examine and note the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as that information is reasonably ascertainable from an inspection of the site. The contractor shall note any exploratory work performed by the Government and provided in the drawings and specifications or made a part of this contract as attachments. Any failure of the Contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to

SECTION 01 00 00 Page 3

d. Prevalent weather conditions or similar physical conditions at the

e. The conformation and existing conditions of the ground, pavements and

b. The availability of labor, and necessary utilities including water,

a. The conditions bearing upon transportation, disposal, handling, and successfully perform the work without additional expense to the Government.

The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the Government. Nor does the Government assume responsibility for any understanding reached or representation made concerning conditions which can affect the work by any of its officers or agents before the execution of this contract, unless that understanding or representation is expressly stated in this contract.

1.5 CONTRACT DRAWINGS

1.5.1 Project Drawings

The following drawings accompany this specification and are a part thereof.

Drawing No. Refer to 35% RFP drawings attached in Appendix A - Drawings shown in Volume 2 of this report.

1.5.2 Working Drawings

The Contractor shall keep on the work site a copy of the Project drawings and specifications and shall at all times give the Air Force Project manager access thereto in accordance with FAR 52.236-21. Anything mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both. In case of a difference between drawings and specifications, the specifications shall govern. In case of discrepancy in the figures, in the drawings, or in the specifications, the matter shall be promptly submitted to the Contracting Officer, who shall promptly make a determination in writing. Any adjustment by the Contractor without such a determination shall be at its own risk and expense. The Contracting Officer shall furnish AutoCAD sets of contract drawings, maps, and MS Word Versions of the specifications for use in creating As-Built Record Drawings. Contactor shall immediately check the furnished drawings and notify the Government of any discrepancies.

a. Wherever in the specifications or upon the drawings the words "directed", "required", "ordered", "designated", "prescribed", or words of like import are used, it shall be understood that the "direction", "requirement", "order", "designation", or "prescription", of the Contracting Officer is intended and similarly the words "approved", "acceptable", "satisfactory", or words of like import shall mean "approved by," or "acceptable to", or "satisfactory to" the Contracting Officer, unless otherwise expressly stated.

b. Where "as shown," as indicated", "as detailed", or words of similar import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise. The word "provided" as used herein shall be understood to mean, "provide complete in place," that is "furnished and installed".

c. Wherever in the specifications or upon the drawings the words the terms "As Built Record Drawings", "marked up drawings", "marked up prints", "record drawings" and "red-lined drawings" are used, it shall be understood that "As-Built Record Drawings" as defined below is intended.

SECTION 01 00 00 Page 4

1.5.3 Shop Drawings

The term Shop Drawings means drawings, submitted to the Government by the Contractor, subcontractor, or any lower tier subcontractor pursuant to a construction contract, showing in detail the following items.

a. The proposed fabrication and assembly of structural elements and the installation (i.e., fit, and attachment details) of materials or equipment.

b. Drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract.

If this contract requires shop drawings, the Contractor shall coordinate all such drawings, and review them for accuracy, completeness, and compliance with contract requirements and shall indicate its approval thereon as evidence of such coordination and review. Shop drawings submitted to the Contracting Officer without evidence of the Contractor's approval may be returned for resubmission. The Contracting Officer will indicate an approval or disapproval of the shop drawings and if not approved as submitted shall indicate the Government's reasons therefore.

Any work done before such approval shall be at the Contractor's risk.

Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with paragraph below.

a. If shop drawings show variations from the contract requirements, the Contractor shall describe such variations in writing, separate from the drawings, at the time of submission. If the Contracting Officer approves any such variation, the Contracting Officer shall issue an appropriate contract modification, except that, if the variation is minor or does not involve a change in price or in time of performance, a modification need not be issued.

b. The Contractor shall submit to the Contracting Officer for approval three copies (unless otherwise indicated) of all shop drawings as called for under the various headings of these specifications. Two sets (unless otherwise indicated) of all shop drawings, will be retained by the Contracting Officer and one set will be returned to the Contractor. Upon completing the work under this contract, the Contractor shall furnish a complete set of all shop drawings as finally approved. These drawings shall show all changes and revisions made up to the time the equipment is completed and accepted.

1.5.4 As-Built Record Drawings

Whenever changes occur the contractor shall immediately mark-up the working copy of the contract drawings in red to show both changes and the actual installation in sufficient detail including accurate dimensioning as necessary to form a complete record of work accomplished. Accuracy of changed elements may also be accomplished by surveying. Sign and date each mark-up redline as it occurs. The marked-up working drawings shall be on site, complete, legible, precise and understandable to a CAD

SECTION 01 00 00 Page 5 operator who is unfamiliar with the project.

Upon completing the work under this contract, the Contractor shall use the marked-up working drawings and the approved shop drawings to produce the final As-Built Record Drawings. Furnish one complete set of As-Built Record Drawings in bound AutoCAD and pdf formats including all shop drawings as finally approved. These drawings shall show changes and revisions made up to the time the contract is completed and accepted.

Include all unusual or uncharted obstructions that were encountered in the contract area during construction. All sheets shall be annotated as As-Built Record Drawings in the revision section of the title block even if no changes occur during the contract. File naming of Record Drawing CADD files shall comply with the Hill AFB Facility Design Standard.

a. Revisions made shall ensure related section and elevation views, details, legend, plans, profiles, schedules and notes are marked as needed to prevent conflicting data on differing sheets. Comments shall be complete without reference to change orders, letters, memos, etc. The marked-up drawings shall be labeled to show project title and number.

b. Surveying data will be in Universal Transverse Mercator 1983 (UTM83) coordinate system, Transverse Mercator projection, Geodetic Reference System 1980 (GRS80) spheroid, or World Geodetic System 1984 (WGS84) datum, and use metric coordinate units.

c. Particular attention should be given to work, which will be concealed and difficult to measure and record after construction, and work which may require servicing or replacement during the life of the facility.

The following are areas of concern that need special checking to ensure that the marked-up prints are complete and accurate:

1. Dimensions shall be clearly shown and accurately locate all changes in direction of utility lines. All surface or underground components such as valves, manholes, drain inlets, clean outs, meters, etc. shall be indicated. The description utilities placed shall include the actual quantity, size, and type of materials used.

2. Actual location, size and type of interior plumbing and electrical lines installed below a concrete slab shall be clearly and accurately indicated.

3. Changes to layout and schematic drawings of electrical circuits and piping shall be clearly shown.

4. Correct dimensions and details shall be transferred from shop drawings.

5. Actual location of anchors, construction and control joints, in concrete must be shown.

6. Changes in location of equipment and architectural features must be shown.

7. Specific materials provided shall be indicated and words such as "or equal" shall be removed.

The Air Force project managers will review the contractor's marked-up

SECTION 01 00 00 Page 6 drawings when verifying the performance shown by progress reports. If the drawings are not current, the progress report will be adjusted downward by the Civil Engineering project manager to reflect the contractor's non-compliance. Marked-up drawings will be submitted within five working days after substantial completion. Final payment will not be authorized until complete and accurate digital and hard copy redlined drawings are accepted by the Contracting Officer.

1.6 WORK SCHEDULING

Contractor shall allow in their planned work schedule for potential Government caused delays as follows: Allow for 5 calendar days where the contractor's construction activity is prohibited by Air Force Exercises or similar military events. Allow for 21 calendar days for excavation permits including utility line locating and 28 calendar days for utility outages, road closures, or other subsurface requested activities. (Other construction activities will be permitted to continue.) Government will provide 24-hour notification each time the government caused delays mentioned above are invoked. No additional time will be granted for delays falling within those limits.

Normal duty hours for work shall be:

a. 0730 to 1600 Hours exclusive of Saturdays, Sundays, and holidays unless other times are approved by the Contracting Officer, or otherwise stated in the contract. Coordinate the work schedule with the Civil Engineering Project Manager.

b. Hill AFB Little Mountain working hours (0730 to 1600 Hours, Monday through Thursday) exclusive of Fridays, Saturdays, Sundays, and holidays unless other times are approved by the Contracting Officer, or otherwise stated in the contract. Coordinate the work schedule with the Civil Engineering Project Manager.

1.6.1 Contract Progress Schedules AF Forms 3064 and 3065

See Section 01 32 01.00 10 PROJECT SCHEDULE for information on this requirement.

1.7 OCCUPANCY OF PREMISES

1.7.1 Building Occupancy

Building(s) will be occupied during performance of work under this Contract unless expressly stated otherwise -in writing- from the Contracting Officer.

a. Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and the use of approaches, corridors, stairways, roads and truck gates.

b. Contractor shall make provisions to maintain occupied areas of any building under repair at no less than 65 degrees F and no warmer than 85 degrees F. Unoccupied areas shall be maintained above 40 degrees F to prevent freezing of water lines and fire protection systems.

c. Temporary heating, if required, shall be UL approved electric heaters and shall be physically monitored at least every 4 hours.

SECTION 01 00 00 Page 7

1.8 PROTECTION OF EXISTING GOVERNMENT PROPERTY AND EXISTING WORK

a. In addition to FAR 52.236-9 the Contractor shall conduct all operations in such a manner as to prevent injury or damage to government property and any portions of the existing work which are to remain. This requirement is not limited to just the project site but includes landscaping, curbs, pavements, and utilities adjacent to the site as well as along routes to and from the site. Where any ambiguity exists, the contractor shall request clarification from the Contracting Officer before beginning work.

b. Contractor shall make repairs to or replace portions of existing work that is damaged or altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

c. In the event the contractor fails or refuses to make satisfactory repairs or replacements to property damaged by the contractor under this contract the government will have the repairs made and charge the cost to the contractor.

1.9 ON-SITE PERMITS

1.9.1 Excavation Permits

Notify the Contracting Officer prior to notice to proceed of anticipated excavation and intended routes and methods. At least 30 days prior to excavating, the contractor shall obtain a template of the Base Civil Engineering Excavation Permit. Forms are available from the Red Stake Office in Building 593 South. Provide the filled out permit to the Civil Engineering Project Manager no less than 21 days prior to starting excavation work. The contractor shall field mark the area of all intended excavations and alignment of new utility lines with flags or non-permanent white paint. The project manager will notify the contractor when the permit is complete and excavation can begin. (For work at Utah Test and Training Range UTTR Civil Engineering Office permits can be obtained by calling 801-777-1577.)

The Contractor shall protect from damage all existing improvements and utilities at or near the work site, and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor.

The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to obtain necessary permits and utility marking or failure to exercise reasonable care in performing the work. This includes irrigation lines and sprinkler components. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be crossed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

SECTION 01 00 00 Page 8

a. Hand digging shall be required to locate utilities shown on the contract drawings, Excavation Permit, or 3 feet on either side of locations identified by Base Maintenance Shops. For facilities that store munitions, hand digging is required within 10 feet of the building to locate the existing grounding cable.

b. All excavation work within 15 feet of a Questar high-pressure natural gas distribution line will require Questar Gas technicians to be on-site during the excavation. Contractor shall coordinate this through Blue Stakes.

1.9.2 Utility Outage Requests

Notify the Contracting Officer representative prior to anticipated utility outages and closures of streets, parking lots, and pedestrian walkways.

Work shall be scheduled to hold outages to a minimum. Outage requests shall be submitted 30 days in advance of expected outage. 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 on weekends unless otherwise approved by the Contracting Officer. Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours. Contractor shall be responsible for supplying utilities (water, sewer, power, HVAC) to allow the government personnel to function if work is required during the outage period. All utility outages shall be of as short duration as possible and scheduled as far in advance as possible but in no case less than 30 calendar days prior to the outage or closure. Schedule with the Air Force Project Manager.

The Contractor shall obtain in writing from the Project Manager a statement or schedule giving the permissible times for the outage or closure for particular installations and the maximum time allowed for such outage or closure. Permits shall be posted at a conspicuous location in the construction area.

1.9.3 Utility Connection Requests

Utility connections required during the prosecution of work that affect existing systems regardless of necessity for a utility outage shall be arranged for at the convenience of the Government and shall be scheduled on weekends unless otherwise approved by the Contracting Officer. All newly installed underground utilities shall include tracer wire and marking strip and be surveyed by HAFB before the utilities are buried.

Provide at least a 7-day advance notice of utility connections when an outage is not required. Comply with paragraph governing utility outages otherwise.

Provide 48 hours of advance notice to the Project Manager when new utility lines will be ready for inspection and surveying. The Contractor shall uncover any utility lines buried prior to notification. Contractor shall not be entitled to additional payment for uncovering and reburying any utility lines that were covered prior to providing this 48-hour notice.

1.9.4 Burning Permits

OPEN BURNING OF ANY SORT IS STRICTLY PROHIBITED.

SECTION 01 00 00 Page 9

1.9.5 Welding, Cutting and Burning Permits

Air Force (AF) Form 592 is required daily for all welding, cutting, brazing, soldering and similar hot work. The form shall be properly filled out and displayed while all hot work is underway. The Contractor will be required to attend the Welding, Cutting, Brazing certification class prior to construction startup. This class is conducted on the first Thursday of every month and the Base Fire Station Bldg 23.

1.9.6 Street Closures

The contractor shall obtain approval in writing from the Project Manager before closing any street or parking lot. Submit requests at least 15 days in advance. Include the length to be closed and the length of time of the closure.

1.9.7 Photography in Restricted/Controlled Areas

Photography is normally not authorized in restricted/controlled areas. In fact, all cameras and other picture taking devices (cell phones with picture taking capability) are strictly prohibited from use within restricted/controlled areas. However, if a valid need exists, permission can be obtained in writing by a commander, deputy or authorized representative of the restricted/controlled area. Each unit with entry approving authority will manage a Photo Authorization. The request must be submitted to the base project manager and processed/approved through the owner/user responsible for the area no later than 24 hours prior to the requested photography date. The contractor shall have the Photo Authorization in his/her possession while taking photographs. The contractor shall only photograph authorized construction activities at their job site and is cautioned against photographing sensitive areas in the background.

1.9.8 Temporary Airfield Construction Waiver

A temporary construction waiver is required when one or more elements of a construction project such as a crane violates criteria in UFC 3-260-01 . Contractor shall submit a request for waiver to the Air Force project manager with an FAA Form 7460-1 "Notice of Proposed Construction or Alteration" https://www.faa.gov/documentLibrary/media/Form/ FAA_Form_7460-1_042023.pdf at least 75 days prior to operation.

Construction waivers should only be planned for the duration of the construction project unless circumstances dictate otherwise.

1.10 SAFETY

Governmental Requirements for Construction Safety are given in Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. In addition to the requirements listed in that section the contractor shall provide and maintain work environments and procedures which will;

a. Safeguard the public and Government personnel, property, materials, supplies, and equipment exposed to Contractor operations and activities.

b. Avoid interruptions of Government operations and delays in project completion dates.

c. Comply with all pertinent provisions of the latest version of U.S.

SECTION 01 00 00 Page 10

Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 , in effect on the date of the solicitation.

d. Comply with the standards issued by the Secretary of Labor at 29 CFR 1926 and 29 CFR 1910 .

Whenever the Contracting Officer becomes aware of any noncompliance with these requirements or any condition which poses a serious or imminent danger to the health or safety of Contractor personnel, the public or Government personnel, the Contracting Officer shall notify the Contractor orally, with written confirmation, and request immediate initiation of corrective action. This notice, when delivered to the Contractor or the Contractor's representative at the work site, shall be deemed sufficient notice of the noncompliance and that corrective action is required. After receiving the notice, the Contractor shall immediately take corrective action. If the Contractor fails or refuses to promptly take corrective action, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. The Contractor shall not be entitled to any equitable adjustment of the contract price or extension of the performance schedule on any stop work order so issued.

1.11 ENVIRONMENTAL PROTECTION

Requirements for environmental protection and hazardous materials are given in detail in Section 01 57 20 ENVIRONMENTAL PROTECTION. In addition to the requirements listed in that section The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as well as any fines levied as a result of the Contractor's fault or negligence. The Contractor shall be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.

1.12 SALVAGE MATERIAL AND WORKSITE CLEANUP

The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials and obstructions. At the end of each workday and at project completion, the Contractor shall leave the work area in a clean, neat, and orderly condition satisfactory to the Contracting Officer. Before completing the work, the Contractor shall remove from the work site any rubbish, tools, scaffolding, equipment, and materials that are not the property of the Government.

a. All excavated material (soil, asphalt, concrete, etc.) and construction/demolition debris shall be managed in accordance with Section 01 57 20 ENVIRONMENTAL PROTECTION.

b. All fire alarm control panels (FACP), Monaco Radio Fire Alarm Transceivers (BT), Vindicator Intrusion Detection Panels (IDS) and Vindicator Card Access Systems (ACSYS) to be removed under this contract shall remain property of the government and shall be delivered to the Civil Engineering Electronics Shop (Bldg 597).

Cabinets will be delivered with all electronics and internal wiring intact. However, the batteries in the cabinets will be removed by the

SECTION 01 00 00 Page 11 contractor and disposed of as hazardous waste as required under Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.13 USE OF UTILITIES

In general, the contractor will be allowed the use of electrical, and natural gas utilities without reimbursement while performing work under this contract, if available. In rare cases, the government may require reimbursement as when extensive temporary heating is required. In such cases, rates for utility costs will be established at the time of award.

a. Toilet facilities on the site may be used by the workers.

The contractor may use water from fire hydrants after obtaining a Hydrant Use Permit from the utility system owner, American Water, provided that the hydrant is not listed as prohibited use. The contractor shall provide a reduced pressure principle backflow assembly to attach to the fire hydrant, or a physical air gap permanently attached to a water tank.

Backflow assemblies shall be listed on the Utah Division of Drinking Water Approved Backflow Prevention Assemblies/Devices list, and be tested and approved by a certified backflow technician prior to use. The contractor will be responsible for providing adequate freeze protection for the fire hydrant and the backflow assembly during cold weather.

1.14 CONTRACTOR BASE CREDENTIALS

1.14.1 Base Identification Badges

To obtain base identification, Defense Biometric Identification System (DBIDS) badge, for contractor personnel the prime Contractor shall submit a written request on company letterhead stationery, if available, to the Contracting Officer specifying the following:

a. Contract number including delivery order if applicable.

b. Location of the work.

c. Date entry to the base required and contemplated termination date of entry.

d. Names of contractor and subcontractor employee requiring access to the base.

e. The name of the individual who will submit the Request of Identification Credentials for each employee for whom identification credentials are needed.

The Contracting Officer will:

a. Endorse the request.

b. Attach a copy of the contract cover page and any other pages that provide performance information, such as the need for and duration of access to the work site.

c. Forward this request to the Security Forces, Pass and Registration Office of the installation where the work is to be performed.

d. Provide the Prime Contractor blank application for AFMC Identification

SECTION 01 00 00 Page 12

Card, HILLAFB FORM 496.

The Prime Contractor shall be required to complete and submit HILLAFB FORM 496, for each of the firm's employees and for each subcontractor employee who must have access to the installation. For contracts, 90 days or less contractor employees will be issued a temporary pass, AF Form 75, unless the work is in a controlled or restricted area. Those with temporary passes will require a sponsor. Contractor sponsors are limited to management, superintendents and QC/Safety managers. Sponsors may escort up to five individuals. For contracts in a controlled or restricted area or greater than 90 days an AFMC Form 387 will be issued.

1.14.2 Vehicle Pass

The Prime Contractor shall also request AF Form 75, Visitor/Vehicle Pass or DD Form 2220, DoD Registered Vehicle, for vehicle decals when the HILLAFB FORM 496 is submitted. To obtain the vehicle decal from the Security Forces, Pass and Registration Office, the Contractor shall produce:

(1) A valid driver's license.

(2) Proof of financial responsibility or insurance, which meets the minimum requirements of the contract clause, entitled "Required Insurance."

(3) Current vehicle registration.

(4) Proof of Davis County emissions certification if the vehicle is not registered in a county within the State of Utah, which requires emissions testing.

1.14.3 Controlled Area Badges

Follow the guidance in AFI 31-101, The Installation Security Program, when work under this contract requires entry to controlled area. Badges will be issued to contractor employees including management, superintendents, QC/Safety managers and an appropriate numbers of escorts based on the size of the project. Those with badges may request sponsorship and escort up to seven individuals. The visitors and sponsor must sign the Visitor Register Log, AF1109 which must be maintained by the sponsor if not available at the gate access point. All visitors to a Munitions Storage Area (MSA) including those on a Visitor Access List (VAL) must have an Explosive Safety Certificate. The certificate is obtained by attending the Explosive Safety Briefing, which is conducted by the Weapons Safety Monitor, Rick Stong, Bldg 180 Room 232 on Mondays at 1430 hours (On Tuesday if Monday is a holiday). Contractor employees without a controlled area badge are required to be escorted by a contractor employee with a Controlled Area badge, at all times, in and out of controlled areas. The Prime Contractor is required to submit a list of each of their employees and each subcontractor employee who must have a controlled area badge.

The list shall be submitted to the Base project manager and must include names of the individuals, contract number, contract expiration date, project name and project number. The project manager will forward the list to the Civil Engineering Security Manager, Iris Carpenter. After the security manager receives authorization from the project manager, the Contractor will schedule an appointment with the Security Manager 2-3 days in advance. All contractor personnel on the list must meet with the Security Manager and bring their DBIDS badge, Social Security Number, SECTION 01 00 00 Page 13 proof of U.S. citizenship, other previously issued Controlled area badges with related contract and expiration date information and an Explosive Safety Certificate, if applicable. The Security Manager will generate the AF Form 2586 for each contractor employee during their appointment. The Contractor shall then submit the forms to the Security Forces, Pass and Registration Office Bldg 430. Upon issuance of the appropriate Controlled Area badge, the Contractor shall return the original completed AF Form 2586 to the Security Manager for accountability.

1.14.4 Vindicator Cards

Vindicator cards will only be issued to those with controlled area badges. The Contractor will provide required access location(s) on the Controlled area badge request. The Base project manager will provide Vindicator cards to the Contractor upon request. The project manager will request designated points of access to the Civil Engineering Security Manager. The Security Manager will key-in access pertaining to the cards issued under his authorization. For areas unauthorized by the Security Manager, the project manager will take the requests to facility/security manager who controls the access point.

1.14.5 Freeze Zone

If it becomes necessary to establish a free zone for the Contractor, it must be approved in writing by the installation commander. The free zone must have clearly defined boundaries. It is recommended the free zone begin at some point in the boundary of the controlled area, which enables entry by the Contractor and other authorized personnel. The free zone must be closed during non-duty hours. The boundaries of the free zone must be under surveillance by the OPR for the area or designated responsible activity. The contractor shall not permanently alter any surface in the controlled area when establishing a free zone such as drilling holes in pavements for temporary fencing or drilling holes in walls and floors for other barriers.

Any non-US citizen not in possession of a "Green Card" will not be allowed access on base without the Contracting Officer first clearing the employee through the Foreign Disclosure Office OO-ALC/LGMS, Bldg 1209, 777-6857 or 777-6858.

Contractor employees, at all times while on a military installation, shall wear visible contractor-provided identification either as a part of, or attached to, their outer clothing. The identification shall clearly identify the individual as being a contractor employee.

During performance of the contract, the Contractor shall be responsible for obtaining required identification for newly assigned personnel.

At the termination or completion of the contract, or upon the expiration of credentials (if any such expirations are specified), the Contractor must ensure that all DBIDS cards and vehicle registration decals for all contractor and subcontractor employees are returned to the Contracting Officer and that all Controlled area badges and Vindicator cards are returned to the base project manager. The project manager will in turn return these to the Security Manager.

Prior to submitting an invoice for final payment, the Prime Contractor shall obtain a clearance certification from the contracting officer which states that all base identification credentials and vehicle decals have

SECTION 01 00 00 Page 14 been returned or "accounted for." This certification shall be attached to the final invoice at the time of submittal for payment. Failure to comply with these requirements will result in withholding final payment.

If it becomes necessary for the Contractor to enter any unmanned base entry gate, they must first contact 75 SFS/SFO at 777-5531. If the Contractor assumes custody or control of a particular gate, they will insure:

1. Only cleared contractor personnel for that respective project gain access to the base through that gate.

2. Lock and Key Control will be established in such a manner as to clearly define an audit trail of who have keys to the gates and the times the gates are opened and closed, 24 hours a day.

Operations Security (OPSEC) is not required to protect critical information.

1.15 STORAGE

In accordance with general provisions entitled Operations and Storage Areas (FAR 52.236-10) the Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

Temporary buildings (construction trailers, storage sheds, shops, offices) are not permitted unless approved in advance by Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the Contractor at its expense upon completion of the work.

The Contractor shall, under regulations prescribed by the Contracting Officer, use only established roadways. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage.

The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

Store materials to avoid hindering the work of other Contractors and to avoid damage or soiling of materials. All materials and equipment shall be stored and handled to preclude the inclusion of foreign matter and damage by water or breakage. Store packaged materials in original containers until ready for use. Materials showing evidence of water or other damage shall be rejected and removed from the base. All materials shall be stored as recommended by the manufacturer, unless specifically noted otherwise in the contract documents.

When pipe and conduit are stored on the site, they shall be stored in racks or blocked to prevent rolling.

When combustible materials are stored on the site they shall be stored in an OSHA approved combustible materials locker at least 50 feet (15 meters) from all buildings unless otherwise specifically indicated by the

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Contracting Officer.

It is the responsibility of the Contractor to secure all property within the construction site. If government property is included, the Contractor must secure it also, and notify the Contracting Officer and the Civil Engineering Project Manager.

The Contractor in the event of storing 1000 rounds or more of fastener gun charges shall obtain an explosive license from the Civil Engineering Weapons Safety Manager in order to comply with regulations.

1.16 CONSTRUCTION INSPECTION FAR 52.246-12

The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

Government inspections and tests are for the sole benefit of the Government and do not;

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes re-inspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size and performance tests shall be performed as described in the contract.

The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises .

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If the Contractor does not promptly replace or correct rejected work, the Government may;

(1) By contract or otherwise, replace or correct the work and charge the cost to the Contractor; or

(2) Terminate for default the Contractor's right to proceed.

If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer will make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

Unless otherwise specified in the contract, the Government will accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately.