6. SOW_15MAY23.pdf

673 Civil Engineer Squadron Joint Base Elmendorf‐Richardson, AK

15 May 2023

STATEMENT OF WORK

HJZH 16-1504 - Repair Inadequate Sprinkler Coverage Basement Exit Stairwell B690 35% Conceptual Scope

SECTION 1: PROJECT INFORMATION

1.1 PROJECT LOCATION: Joint Base Elmendorf‐Richardson (JBER) is located on the northern edge of Anchorage, Alaska and is accessible from the Glenn Highway at Boniface Parkway.

The project location is on the Richardson side of the installation in Building 690. Refer to site plan for location.

1.2 UNIQUE REQUIREMENT: A work plan shall be presented to the various users for coordination and acceptance of user needs. Contractor shall coordinate with the 673 CES Inspector, Project Manager, and Facility Manager prior to any shut down. Contractor shall request approval of any downtime/outages a minimum of 10 working days in advance. Contractor staging areas will be identified by the Facility Manager, Fire Department and 673 CES/CENMP. Safety areas and caution notices are to be provided by the Contractor. Any work requiring shut down of the Fire Suppression System will be coordinated with the 673 CES/CENMP.

1.3 PROJECT DESCRIPTION: Provide repairs for building 690 as noted in statement of work and on the attached drawings. Project consists of adding sprinklers in the exit stairwell, installation of new 1 hour fire rated door at existing opening, and installation of baseboard heating. There has not been asbestos containing material (ACM) or lead based paint (LBP) detected in this area of the facility. If ACM or LBP is detected in areas of repair, contact 673 CONS Contracting Officer. Whenever remediation is required, it shall be limited to the minimum area necessary to satisfactorily complete the associated repair. The Contractor shall provide 95% design for review and approval by the Government prior to construction. Contractor shall complete to 100% design and construction.

1.4 ENGINEERING REQUIREMENTS AND DEPARTMENT OF DEFENSE (DOD) STANDARDS:

Contractor must comply with Industry Standards; all Federal, State, and Local codes; and the following regulations at the time of issue of this project. The project shall be designed in accordance with the design and construction standards contained in the latest version of the Unified Facilities Criteria (UFC) DoD Building Code 1‐200‐01, UFC 3‐600‐02, and NFPA 13 and 101. Other codes referenced therein including but not limited to:

International Building Code, National Fire Code, Life Safety Code, National Electrical Code, International Plumbing Code, and other applicable Department of Defense and Air Force regulations, Air Force Instructions AFI’s, manuals, engineering technical letters, and energy conservation criteria including Guiding Principles for Federal Leadership in High Performance and Sustainable Buildings.

SECTION 2: GENERAL REQUIREMENTS

2.1 PROJECT WORKING HOURS: "Standard Working Hours for the contractor are for the period from 7:30 a.m. to 4:30 p.m., Monday through Friday, excluding Saturdays, Sundays, and Federal Holidays. If the contractor desires to work during non‐standard working hours, on a Standard Working Hours Task Order, additional Government inspection forces may be required. The contractor shall notify the Contracting Officer in writing by email, three working days in advance of his/her intention to work during periods other than Standard Working Hours. This notification shall allow the inquiry into the availability of additional Government Inspectors. If the Contracting Officer confirms that additional Government Inspectors are reasonably available, the Contracting Officer may authorize the contractor to perform work during periods other than Standard Working Hours;

however, if the Government Inspectors are required to perform in excess of their normal duty days solely for the benefit of the contractor, the actual cost of inspection at overtime rates must apply.

2.2 QUALITY CONTROL:

2.2.1. One person shall be allowed to fulfill multiple roles as Superintendent /Quality

Control / and Site Safety and Health Officer.

2.2.2. All demolished materials shall be disposed of according to State, Federal, and

JBER regulations.

2.3 TECHNICAL REQUIREMENTS: Refer to Minimum Design and Construction Criteria for demolition, civil, structural, architectural, mechanical, electrical detailed technical requirements. Products specified are non‐proprietary unless noted otherwise. Except as noted below, products specifying one manufacturer’s salient features, including performance standards, sizes/capacity, warranty, etc., may be substituted with a product of equal or better quality.

2.4 FIRE SUPPRESSION DESIGN: Detailed Requirements: The Design Build (DB) Contractor is responsible for designing the system to comply with the FOPR requirements, the concept plan, all referenced publications, and existing building structural elements, materials, and systems. The project design shall be in accordance with appropriate UFC’s, NFPA’s, and Specifications.

2.5 WORKMANSHIP: All work shall be accomplished in accordance with all applicable building and fire codes. Contractor shall field verify all measurements, quantities, or values stated by the Government. Liquidated damages shall be assessed for work that is not finished within the scheduled performance period.

2.6 WORKSITE: The Contractor shall limit the work to the areas indicated by the Government.

The Contractor shall make every effort not to disturb or obstruct portions of the facilities still occupied by the Government. The Contractor shall coordinate and schedule work with the 673 CES/CENMP office prior to the start of any operation. The Contractor shall dispose of all construction debris off base at an approved disposal facility. The main entry to the facility shall be maintained at all times during the construction project. Contractor is to maintain vigilance for life safety of facility users entering and leaving the facility by posting signs and barriers for safety.

2.7 SITE SECURITY AND PROTECTION: The Contractor shall make every effort to secure the worksite, allowing only authorized personnel to enter the worksite. The Contractor shall protect the site from damage from weather, vandalism, and/or theft.

2.8 DAMAGE TO EXISTING SITE CONDITIONS: The Contractor shall be responsible to repair all damage incurred to existing Real Property/Grounds due to poor workmanship at no cost to the Government. Contractor shall not park or drive on sidewalk or grassy/snowy areas. Damage incurred shall be repaired at no cost to the Government.

2.9 HEALTH/SAFETY: The Contractor shall be responsible for compliance with OSHA and Alaska Department of Labor (AKOSH) standards. The Contractor shall always maintain a clean and debris free site. The Contractor shall always keep driveways and entrances into and around the worksite clear. The Contractor shall not use driveways or entrances as employee parking or storage of materials unless otherwise stated. The Contractor shall minimize storage of materials and equipment on site. Contractor staging area to be identified by 673 CES/CENMP. The contractor must control fugitive emissions (dust particles, aerosols, and gaseous by‐products) from construction and demolition activities, processing, and preparation of materials at all times. Burning without the consent of the CO and Environmental Management is prohibited. Contractor must comply with the JBER Contractors Fire Safety Guide and contact the JBER Fire Prevention Office at 384‐5555 prior to any hot work being conducted. Class I ODSs are prohibited and EPA SNAP approved substitutes for Class II ODSs shall be used whenever technically and economically feasible. Any Class I ODS will be recovered and turned into DLA IAW DOD Policy and AFMAN 32‐7089. Refrigerants are subject to 40 CFR 82 for recovery and turn in DLA procedures must be followed according to:

https://www.dla.mil/Aviation/Offers/Services/AviationEngineering/OzoneDepRsrv.aspx

2.10 GREEN PROCUREMENT: Contractor must incorporate “green procurement” principles into the design of their projects. Specifically, consult the EPA’s web site at www.epa.gov/greenerproducts for a listing of the products that have been mandated as green procurement requirements for purchases.

2.11 PROJECT SCHEDULE: The Contractor shall prepare a baseline project schedule incorporating all aspects in support of completing the project. Consideration shall be given to the sequence of phases (including review periods and meetings), standard construction/ repair activities, duration of tasks, submittals, and procurement of materials. The schedule shall include material submittal dates coordinated with the AF Form 66 and allow for review periods prior to material procurement (including identification of items with long lead times), and climatic conditions (including seasonal periods for roof work, site work, etc.).

2.11.1. The project schedule shall be in the form of a computer‐generated bar chart, using industry standard software. The schedule shall include major design and construction milestone dates, breakdown the project into distinct tasks, show which tasks will be accomplished simultaneously, and indicate the critical path.

2.11.2. The initial baseline schedule shall be available for review at the pre‐construction kick‐off meeting. The schedule shall be updated when the schedule has been revised. The updated schedule shall reflect actual activity progress and plan for completing the remaining work and reflect any changes to critical path or final completion date. All schedule updates shall be provided to the Government.

2.12 PROJECT STATUS UPDATE / WORK SCHEDULING MEETINGS: At the request of the Contracting Officer, project status/scheduled meetings may be held at a mutually agreed http://www.epa.gov/greenerproducts upon day, time and location on JBER.

2.13 WASTE MANAGEMENT: All hazardous waste will be managed in accordance with JBER

Hazardous Waste Management Plan. Provide suitably sized dumpster, rubbish handling and removal services to ensure that all waste is contained and not subject to dispersal.

Provide containers that can be closed, locked, and sealed from unauthorized use and bear/wildlife access. All hazardous waste (HW) generated by the Contractor on JBER will be managed by the Contractor in accordance with federal regulation applicable to large quantity generators (LQGs) of HW. All universal waste (UW) handled by the Contractor on JBER will be managed by the Contractor in accordance with federal regulation applicable to large quantity handlers (LQHs) of UW. All hazardous waste will be managed in accordance with JBER Waste Management Plan.

1. The contractor shall be responsible for all aspects of hazardous waste and universal waste management at the project site to include, but not limited to conducting training, providing United Nations (UN) rated containers; marking and labeling of waste containers; waste containerization; waste sampling and analysis; and waste disposal.

2. Only authorized JBER Environmental Compliance personnel will sign Uniform Hazardous Waste Manifests and universal waste shipment records for waste generated on JBER. Copies of all waste determination documentation (i.e., hazardous waste profile sheet, safety data sheet, laboratory analysis, etc.), Land Disposal Restriction notifications, and shipping documents (i.e., Uniform Hazardous Waste Manifest, non-hazardous waste manifest, bill of lading, etc.) will be provided to the JBER Hazardous Waste Program Manager via the COR for review no later than (10) calendar days prior to a waste shipment.

3. Manage and dispose of asbestos-containing waste in accordance with 40 CFR 61 Subparts A and M, 29 CFR 1910.1001, and 29 CFR 1926.1101, as applicable. Maintain waste disposal records for all asbestos-containing waste and provide the Contract Office with a copy of the disposal records signed by the landfill.

2.14 TOXICS: Manage and dispose of contaminated waste: (a) PCB in accordance with 40 CFR 761, (b) asbestos in accordance with 40 CFR 61 Subparts A and M, 29 CFR 1910.1001, and 29 CFR 1926.1101, as applicable, (c) lead in accordance with 40 CFR 745.

2.15 HAZARDOUS MATERIAL USAGE: Reference JBER Hazardous Waste Management Plan.

2.16 STAGING/MATERIAL STORAGE: Reference Open Market General Specifications, Section

01100 General Site Requirements & Section 01500 Environmental Controls. The design build Contractor shall not block roads or access lanes, utilize parking lots, building entrances, or any area needed for potential utility servicing during the execution of this project. Coordinate staging and material storage areas with 673 CES/CENM and 673 CONS/PKA, this will be discussed determined during the pre‐con meeting.

2.17 EXISTING CONDITIONS: Facility is currently occupied and shall not be shut down throughout the course of this contract (see para. 1.2). Contractor to verify all site conditions and dimensions. Design and equipment selection must be coordinated and approved by 673rd CES prior to installation. Provide shop drawings for all mechanical, electrical, and control equipment to be approved by 673rd CES.

2.18 WILDLIFE/BIOLOGY:

Little brown bats are managed as an unclassified game species in the state of Alaska, meaning that they cannot be harassed or killed except under the terms of a permit issued by the Alaska Department of Fish and Game. If any bats are discovered in the project area, contact JBER Conservation Law Enforcement Officers (552‐9453/8609) or the JBER Bat Biologist (384‐3212).

SECTION 3: MINIMUM DESIGN AND CONSTRUCTION CRITERIA

3.1 FIRE PROTECTION DESIGN AND CONSTRUCTION CRITERIA

3.1.1 SCOPE AND OBJECTIVES

1. Contractor shall provide fire suppression system additions in main work area shown on drawings of building 690. Any penetrations through fire rated walls shall be caulked to prevent fire migration with an acceptable fire caulking and rock wool. Specific requirements listed herein take precedence over conflicting requirements in the referenced documents.

2. Design and construction shall be in accordance with applicable industry and military codes, standards, and regulations. The most stringent shall govern when discrepancies occur. In the case of conflicting requirements, military publications and standards shall supersede provisions in the IBC and other non‐military references noted.

3. The fire protection systems covered in this section include fire sprinkler systems.

3.2 GENERAL REQUIREMENTS

3.3 WET PIPE SPRINKLER SYSTEM

3.3.1 Water Supply

1. Verify existing water supply is adequate for expansion of the fire suppression system.

3.3.2 Earthquake Design

1. The fire sprinkler systems, including all piping and other components, shall be designed to withstand earthquakes attributable to IBC seismic acceleration.

2. Provide all hangars, anchors, restraints and bracing necessary to provide the required seismic protection and restraint.

3. Design anchors, supports, restraints and bracing in accordance NFPA 13.

4. Provide listed seismic separation assemblies at building seismic separation and expansion joints in accordance with NFPA 13.

3.3.3 Materials

1. Sprinkler Piping: Match existing, or otherwise use Schedule 40 black steel, conforming to ASTM A‐795 or ASTM A53, only, welded, threaded, or with grooved joint couplings.

2. Sprinkler piping shall be labeled in accordance with UFC 3‐600‐01, 9‐6.8 and NFPA 13

3.3.4 Specific Requirements

1. Fire sprinkler piping shall be routed and distributed below the existing metal ceiling with upright/sidewall/pendent chrome plated heads, dependent on calculations.

2. Freeze protection for the sprinkler system must be considered, and if applicable, designed and installed in areas routinely subject to freezing conditions. Freeze protection must be in accordance with NFPA 13, Section 7.2 or 7.6.

3. All fire suppression system valves must be marked with permanent tags indicating normally open or normally closed. Ref UFC 3‐600‐01, 9‐6.8.3.

3.4 MECHANICAL – BASEBOARD HEAT

1. Provide 2kw of new commercial electric baseboard in stairwell. Electrical service is 120V/60Hz/1ph. Features include minimum 18Ga steel cabinet with powder coat finish, stainless steel tubular elements with aluminum fins, full length built‐in wireway, linear high‐limit temperature control with automatic reset, electronic wall mount thermostat. Provide installation and all accessories for a fully functional system.

3.5 ELECTRICAL

1. Provide power to the baseboard heater from either panel K or L, designer shall choose one of these panels. There is one existing spare breaker in each panel according to the panel schedules, one in Panel K and one in Panel L. Designer shall consider replacing the spare 20‐amp breaker to accommodate the new heater load. This includes conduit, conductors, and all wall repairs and paint, complete.

2. Contractor shall update the panel schedule and shall provide a new typed panel schedule on the panel and on the As Built.

3.6 FIELD TESTING

3.6.1 General

1. The DB Contractor shall perform all tests and inspections recommended or required by code, manufacturers and/or the DOR(s), specifications, unless specifically waived by the Contracting Officer.

The D‐B Contractor shall maintain a written record of all tests which includes date, test performed, personnel involved, devices tested, serial number and name of test equipment, and test results. Field test reports shall be signed and dated by the D‐B Contractor.

2. Field testing shall be performed in the presence of the Contracting Officer or authorized representative. The D‐B Contractor shall notify the Contracting Officer two days prior to conducting tests.

3. The D‐B Contractor shall furnish all materials, labor, and equipment necessary to conduct field tests. The D‐B Contractor shall perform all tests and inspections recommended by the manufacturer unless specifically waived by the Contracting Officer. The D‐B Contractor shall maintain a written record of all tests, which includes date, test performed, personnel involved, devices tested, serial number and name of test equipment, and test results. All field test reports shall be signed and dated by the D‐B Contractor.

4. Required Test(s): Preforming field testing as specified by code, manufacturers, the DOR(s), specifications for the installed equipment and material in addition to pressure testing of sprinkler lines.

3.6.2 Operating Tests

1. After the installation is completed, and at such times as the Contracting

Officer may direct, the D‐B Contractor shall conduct operating tests in the presence of the JBER Fire Department (673 CES/CEFP) for approval.

The systems shall be demonstrated to operate in accordance with the requirements herein. An operating test report shall be submitted to the Contracting Officer for approval.

3.7 CODE COMPLIANCE AND REFERENCES

3.7.1 The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. Unless noted otherwise, the latest edition at the time of the FOPR shall be used. See other discipline sections for additional criteria.

1. Unified Facilities Criteria (UFC) o UFC 1‐200‐01 DoD Building Code (General Building Requirements) o UFC 3‐600‐01 Fire Protection Engineering for Facilities

2. International Code Council o International Building Code (IBC)

3. National Fire Protection Association (NFPA) o NFPA 101 Life‐Safety Code o NFPA 400 Hazardous Materials Code o NFPA 13 Installation of Sprinkler Systems

4. Other Industry, Government and National Standards o Code of Federal Regulations (CFR)

• FR Part 1910 Occupational Safety and Health Standards

• 29 CFR Part 1926 Safety and Health Regulations for Construction o U.S. Army Corp of Engineers

• EM 385‐1‐1 Safety and Health Requirements Manual, 2014 o American National Standards Institute, Inc. (ANSI)

• ANSI Z83.19‐2017 Gas‐fired high‐intensity infrared heaters

SECTION 4: ATTACHMENTS

1 As‐Builts

2 AF66

3 Open Market General Specifications

SECTION 5: PROJECT MANAGER

Paul Axup, Project Manager paul.axup@us.af.mil Phone: (907) 384‐1854

Robert McElroy, Project Inspector Robert.mcelroy@us.af.mil Phone: (907) 384‐3081 mailto:paul.axup@us.af.mil mailto:Robert.mcelroy@us.af.mil