SOW_FY26_20626_LOG 10145 6J_Dishwasher.pdf

Directorate of Public Works Engineering Services Division

Fort Bliss, Texas

STATEMENT OF WORK

FY26 – Dining Facility 20626 Dishwasher

LOG 10145 6J 13 JUL 2026

Controlled Unclassified Information (CUI)

STATEMENT OF WORK LOG 10145 6J

Table of Contents

PART 1 - DESCRIPTION OF WORK

1.1. Objectives

1.2. Period of Performance

1.3. Place of Performance

1.3.1. Occupancy:

1.4. Specific Work Requirements

1.4.1 1.4.2 1.4.3 1.4.4 1.4.5 1.4.6 1.4.7 1.4.8 1.4.9 1.4.10 1.4.11

1.4.12. Civil

1.4.13. Architectural

1.4.14. Structural

1.4.15. Fire Protection

1.4.16. Electrical

1.4.19. Telecommunications

1.4.20. Mechanical/Plumbing/HVAC

1.4.21 1.4.22 1.4.23 1.4.24

1.5. Attachments

PART 2 - GENERAL REQUIREMENTS

2.1. Basic Guidelines

2.1.1. Preconstruction Conference

2.1.2. Construction Documents

2.1.4. Contractor Furnished Items

2.1.5. Installation Property

2.1.6. Contractor Vehicles

2.1.7. Buy American Act. Construction Materials

2.2. Key Personnel

2.2.1. PM

2.2.2. Superintendent

2.2.3. SSHO

2.2.4. QCM

2.3. Utilities

2.3.1. Utilities Cutovers and Interruptions

2.3.2. Portable Latrines

2.4. Hours of Operation

2.4.1. Normal Work Hours

2.4.1.1. Federal Government Holidays

2.4.2. Approval of Work Outside Normal Work Hours

2.6. Environmental

2.6.1. Permits

2.6.3. Construction Waste Management and Disposal

2.6.3.1. Salvage, Waste, and Disposal

2.6.3.10. Archaeology

2.6.4. Natural Resources Program

2.6.5. Pollution Prevention Act (PPA)

2.6.6. Noise Control

2.7. Safety

2.7.1. DPW’s PM shall be notified about accidents within an hour of the accident

2.7.2. Activity

2.7.2.1. Accident Prevention Plan (APP)/Safety Plan

2.7.2.2. Activity Hazard Analysis (AHA)

2.7.3. Army Radiation Any

2.7.4. Federal Aviation Administration (FAA) Notice Requirements

2.8. Quality Control (QC)

2.8.1. QC Program Requirements

2.8.2. QCM

2.8.3. Contractor Quality Control (CQC) Plan

2.8.4. Contractor Quality Control Meetings

2.8.5. Contractor Quality Control Inspections

2.9. Security

2.9.1. Security Requirements

2.9.2. Physical Security

2.9.3. Key Control

2.9.4. Security of Classified Items, Systems and Information

2.9.5. Security of Staging Area

2.9.6. Antiterrorism / Operations Security (AT-OPSEC)

2.10. Submittals/ Deliverable Requirements

2.10.2. Pre-Construction Submittals / Deliverables Package

2.10.3. Construction Submittals/Deliverables Package

2.10.3.20. Close-out Submittals / Deliverables Package

PART 3 - APPLICABLE PUBLICATIONS AND FORMS

PART 1 - DESCRIPTION OF WORK

1.1. Objectives. Scope of project includes the removal and replacement of the existing commercial dishwasher, food tray accumulator, and water heat booster which are past their lifecycle at the existing Dining Facility, building 20626. The Contractor shall provide a new commercial dishwasher, food tray accumulator, and water heat booster, and all associated components with a capacity that meets or exceeds the existing units. Incidental work to include interior paint, ceiling and floor repair, mechanical, plumbing, and electrical work. The Contractor shall provide all work, labor, materials, related fees, and related services for construction requested herein until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract, by the Government in a professional and collaborative environment to sustain mission requirements. Construction services and finished products shall be delivered on schedule, safely, and compliant with regulatory codes and standards. Contractor to review the attached Environmental Review Form for specific environmental comments about this project.

1.2. Period of Performance. The Period of Performance (POP) shall be one-hundred and eighty (180) calendar days after issuance of Notice to Proceed (NTP). Work beyond the established POP without proper justification will result in liquidated damages being applied to the project in the amount of $1,717.14 US Dollars per calendar day.

1.2.1. The Contractor shall not commence work unless authorized by the Contracting Officer (KO).

All technical questions shall be addressed to the Contracting Officer’s Representative (COR) for resolution and clarification.

1.3. Place of Performance. The work to be performed under this contract will be performed at the

Dining Facility (DFAC), building 20626 at the intersection of Mt. Porchia Street and Cold War Drive located within the Fort Bliss TX Installation.

1.3.1. Occupancy

1.3.1.1. Facility will be occupied and operational as a dining facility during construction. Contractor to coordinate site visits to the building through the Contracting Officer Representative (COR) via email request.

1.3.2. All work shall adhere to and comply with the most current International Code Council (ICC), the Unified Facilities Criteria (UFC) https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc [military amended codes], NFPA 101 Life Safety Code, the Architectural Barriers Act (ABA) and all other Local, State and Federal Regulations, Codes, and Standards. All Unified Facilities Guide Specifications (UFGS) shall be used for this project (https://www.wbdg.org/guides-specifications).

1.4. Specific Work Requirements.

1.4.1. Work shall be phased in coordination with the User through the COR. This is an active Dining

Facility that feeds hundreds of soldiers per day. Contractor to give a 14-day notice to the COR via email regarding dishwasher and tray accumulator demolition, new installation, and/or any utility outages.

https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc https://www.wbdg.org/guides-specifications https://www.wbdg.org/guides-specifications

1.4.2. Protection shall be provided to separate an occupied portion of the structure from a portion of the structure undergoing alteration, construction, or demolition operations when such operations are considered as having higher levels of hazard than the occupied portion of the building. Walls shall have at least a 1-hour fire resistance rating. Opening protectives shall have at least a 45-minute fire protection rating. Construction tarps would not be considered an appropriate barrier or opening protectives.

1.4.3. Contractor shall ensure safe access to and egress from building and other adjacent occupied or used facilities during construction and shall provide all required barricades, fencing, covered walkways, planking, lighting, bracing, shoring, warning signs, etc. as required by OSHA and Fort Bliss Regulations for the protection of workmen, staff and Users.

1.4.4. The exact location and quantity of existing ductwork, penetrations, and equipment shall be field verified by the Contractor. Contractor shall examine existing structures, note all conditions as to character and extent of all work involved, validate and Bid accordingly.

1.4.5. Contractor shall field verify all dimensions, exact locations and quantities before commencing Work.

1.4.6. All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance, in accordance with FAR 52.246-12, Inspection of Construction. Government inspections and tests do not relieve the Contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the Contractor of complying with the specified requirements, nor is the Government inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

1.4.7. The contractor shall, during the construction period and until the completion of the work, provide and maintain all material, equipment and services necessary for an adequate fire protection system, which shall meet the approval of the government. These requirements shall be augmented and/or the installations relocated, as may be necessary to meet, at all times, the demands of adequate protection in all areas and shall not be reduced prior to completion of the work without the written approval of the government.

1.4.8. All facilities shall be constructed using the UFC 3-600-01, 08 August 2016, or most current edition available, Fire Protection Engineering for Facilities. Most current NFPA standards will be applied accordingly. Please refer to NFPA 241 Safeguarding construction and Demolition Operations, ed. 2022.

1.4.9. The Contractor will follow the Fire Prevention Guide for Civilian Contractors performing work on Fort Bliss. A copy of this requirement will be provided along with the requirements for “HOT WORK PERMITS and EMERGENCY REPORTING PROCEDURES”. For issuance of the HOT WORK Permits contact 915-543-0019.

1.4.10. Comply with applicable laws and regulations and the following: NFPA code 241, "Building Construction and Demolition Operations", NFPA code 101, “Life Safety Code”, and ANSI-A10 series standards for "Safety Requirements for Construction and Demolition".

1.4.11. Keep facilities clean and neat. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to develop or persist on site.

1.4.12. Civil. - Not Applicable.

1.4.13. Architectural.

1.4.13.1.1. Work shall be phased in coordination with the User. Submit proposed Phasing Plan for review and approval by the COR.

1.4.13.1.2. Project As-Built drawings will be provided as a separate attachment. As-Builts are for reference only and include architectural, mechanical, plumbing, electrical, and kitchen equipment information. The Contractor shall review the existing As-Built drawings and visit the site to examine the actual conditions.

1.4.13.1.3. The Contractor shall remove existing commercial dishwasher, tray accumulator, water heat booster and all associated components including controls located at building 20626 (DFAC) and provide a new commercial dishwasher, tray accumulator, and water heat booster and all associated components including controls with a capacity that meets or exceeds the existing units. The existing dishwasher and food tray accumulator are approximately fifteen years old and past their lifecycle. Contractor is responsible for verifying in person all existing equipment type, size, dimensions, and electrical, mechanical and plumbing conditions. This repair by replacement project includes incidental repair to existing ceiling, wall and floor tile, and mechanical, plumbing and electrical work.

1.4.13.1.4. Provide commercial dishwasher UL 921 rated, with detergent dispenser. Provide automatic control to cycle machine through wash, rinse, dry or heat, and stop phases. Include manual settings to repeat or skip phases of cycle. Equip machine with safety switch which automatically stops spraying action when door is open. Provide stainless-steel commercial grade units. The existing dishwasher is a Hobart Corporation Commercial Dishwasher 919572.

Model: FT900D, Date Code: PAK, Serial Number: 110668-U OR, ML: 110668-U OR, Volts:

480, HZ: 60, PH: 3, Single Point Elect. Connection Amps: 150.3.

1.4.13.1.5. New tray accumulator shall accommodate existing size tray and shall hold five trays per carrier.

Existing tray accumulator is manufactured by The Stero Company, Serial Number: 76889-4-10, Model Number: STAC-29, HP: 1, Volts: 115, Amps: 15, PH: 1, HZ: 60. New tray accumulator shall have conveyor belt to consist of low friction polycarbonate compound and replaceable without the use of special tool and disassembling of entire belt. Conveyor bed to be 14-gauge stainless steel bed with longitudinal intersection rounded on 3/4 radius. Contractor must field verify all electrical components, plumbing and equipment connections as per applicable codes and standards. Stainless steel channel cross braces on approximately 5 feet centers to be provided supporting the bed and side track. Motor to be controlled manually by an on/off switch and automatically through a limit switch as required by application. All wired to the watertight SCR solid state D.C. controller with overload protection in NEMA 4 enclosure.

1.4.13.1.6. The Contractor shall provide a commercial water heater booster with all associated components with the capacity that meets or exceeds the existing units. See sheet FS-26 in the attached As- Builts.

1.4.13.1.7. Contractor shall perform operation tests on each piece of equipment to determine that components, including controls, safety devices, and attachments, operate properly and in accordance with specified requirements. Ensure that all components are properly installed and function as per the manufacturer’s recommendations.

1.4.13.1.8. Submit detail drawings for all food service equipment. Drawings must be 1/4-inch scale minimum.

1.4.13.1.9. Submit a complete Food Service Equipment Schedule, material data, and drawings. Provide detail drawings showing complete wiring, piping, and schematic diagrams, and any other details required to demonstrate that the system is coordinated and properly functions as a unit.

Drawings must show proposed layout and anchorage of equipment and appurtenances, and equipment relationship to other parts of the work, including clearances for maintenance and operation.

a. Detail drawings by manufacturer must be separate drawings; manufacturer's standard size and indicate item number, name, and quantity, construction details, sections, and elevations, adjacent walls, columns, and equipment, plumbing and electrical schematics, and fabricated fixtures with single electrical or plumbing connection, and service access panels required for maintenance or replacement of mechanical or electrical components.

1.4.13.1.10. Provide documentation certifying that products provided are PL 109-58 compliant by meeting or exceeding Energy Star or FEMP efficiency requirements as defined at "Energy-Efficient Products at http://www1.eere.energy.gov/femp/procurement. Indicate Energy Efficiency Rating.

Custom fabricated items, which do not bear the Energy Star label must be accompanied by energy efficiency data and submitted to the Contracting Officer for review.

1.4.13.1.11. Provide acceptable evidence of meeting the requirements of the applicable National Sanitation Foundation (NSF) equipment standards as listed in NSF Food Equipment displaying the NSF seal for the year the equipment was manufactured, a certification issued for special or specific food service equipment by NSF under their special one-time contract evaluation and certification, or a certified test report from an independent testing laboratory, approved by the Office of the Surgeon General, indicating that the specific food service equipment has been tested and conforms to the applicable NSF standards.

1.4.13.1.12. When two or more of the same products are supplied they must be products of one manufacturer. Equipment must be supported by a service organization that is, in the opinion of the Contracting Officer, reasonably convenient to the site.

1.4.13.1.13. Provide each item of equipment bearing a stainless steel, aluminum, or engraved polyester nameplate, as standard with the manufacturer, located in a conspicuous position and permanently fastened to the equipment. Make name or identification plates the size standard with the manufacturer for the particular piece of equipment provided. Name plates must indicate the name of the manufacturer/trade name, serial number, make, and model number, pertinent ratings, operating characteristics, and other information as standard with the manufacturer, date of manufacture, electrical characteristics, and other applicable data, such as flow rate, temperature, pressure, capacity, and material of construction. Securely fasten separate equipment identification plates with the contract number marked thereon, to the surface of each piece of equipment.

1.4.13.1.14. Commercial ware washing equipment must conform to NSF/ANSI 3.

http://www1.eere.energy.gov/femp/procurement

1.4.13.1.15. The food equipment materials, fastening devices, welds, finishes and sealants shall be in conformance with the UFGS Common Work Results for Food Service Equipment Section 11 05 40, PART 2 Products.

1.4.13.1.16. Remove and replace existing acoustical ceiling tiles as necessary to allow for the removal and replacement of the dishwasher, existing suspension system to remain and be replaced in areas where new exhaust vent/duct will be located. Provide new acoustic panel ceiling and suspension system (as necessary), Class A, 24 in x 24 in square lay-in Armstrong ‘Kitchen Zone’ 672 or approved equal. Include wire hangers, fasteners, main runners, cross tees, wall angle moldings.

30-year performance guarantee & warranty. Acoustical ceiling tiles and grid suspension system shall be from the same manufacturer. Temporarily strap and protect all lights, overhead speakers, diffusers, and fire devices, for fire devices, work shall be done by a certified fire alarm contractor, see section 1.4.15.1.1 this document. Reinstall all lights, diffusers, and fire devices once construction is complete. Contractor to assume the removal and replacement of twelve acoustical ceiling tiles and one hundred linear feet of suspension grid replacement.

1.4.13.1.17. Remove and replace any existing broken floor tiles located below the dishwasher and tray accumulator. Contractor to submit for review a quarry tile equal to existing size, thickness, finish, slip resistance and color to COR for review and approval. Existing tile is: Daltile (manufacturer), Quarry Tile, Color: 0T03 ‘Ashen Gray’, 6-inch x 6-inch. Grout to match:

Custom Building Products (Daltile) 386 ‘Oyster Gray’, latex modified. Contractor to assume the replacement of twenty tiles.

1.4.13.1.18. Remove and replace any existing broken wall tiles located near the tray accumulator and on both sides of the wall openings. Existing field tile: Daltile, porcelain tile, semi-gloss, Color: K175 Biscuit’, 6-inch x 6-inch with 1/8-inch grout. Grout to match: Custom Building Products (Daltile) 333 ‘Alabaster’, latex modified Contractor to assume the replacement of ten tiles.

1.4.13.1.19. Remove existing sheet metal cover at all service pass through windowsills at dishwasher area.

Provide new 14-gauge, stainless steel sheet metal covers at all service pass through windowsills, weld to existing sheet metal surround as necessary.

1.4.14. Structural - Not Applicable.

1.4.15. Fire Protection.

1.4.15.1. Contractors shall review the Fire Prevention Construction Guide 2025 prior to construction work.

1.4.15.1.1. Contractor to field verify existing fire alarm conditions in the Work Area and take photo documentation for record purposes prior to construction. Contractor to coordinate fire alarm test with Fort Bliss Fire and DPW PM prior to construction and once construction is complete to ensure all devices are working properly. Temporarily strap and protect all existing fire devices, light fixtures and diffusers to allow for construction at the ceilings. Fire alarm work shall be done by a certified fire alarm contractor.

1.4.16. Electrical.

1.4.17. The Contractor shall provide all final connections to the new dishwasher and tray accumulator and make any field joint wiring connections as required by the equipment manufacturer(s).

1.4.18. The Contractor shall be responsible for verifying the electrical requirements of the existing dishwasher and tray accumulator and determine if the new dishwasher and tray accumulator will require additional circuit breakers at Panel KN5 (208Y/120V 3Ph 4W).

1.4.19. Telecommunications.

1.4.19.1. Furnish incidental work and materials to disconnect, remove, store, secure, protect, and reinstall applicable roof telecommunication equipment, connections, and features. Protect temporary terminations. Any communication cable either Fiber or Copper coming in aerially into the building will need to be decommissioned, prevented from being damaged, and re-installed per the current Installation Information Infrastructure Architecture (I3A) and UFC Army regulations and standards. Any damage or cut cables will be reported to The Project Manager Network Enterprise Center (NEC). Operations & Plans Branch via the COR.

1.4.19.2. Current I3A Army Communication Standards 2010. If any communication lines, equipment, or hardware is disturbed, it will need to be reinstalled IAW the most current 3 UFC 580-01 Information and Communications Technology Infrastructure Planning and Design.

1.4.19.3. All installed communication wires, cables, equipment, racks, cabinets shall be properly labeled.

1.4.19.4. Data jacks to be tested and results sent to the NEC Plans office for review and approval the same is for all fiber termination.

1.4.19.5. Fiber test results to be reviewed and approved prior to communication installation is approved and accepted for turn over.

1.4.19.6. Fiber Fusion Splicer Technician certifications shall be provided to the NEC Plans office for review prior to any fiber termination or work to be started.

1.4.19.7. If trenching or marking is required, please submit requests to usarmy.bliss.106-sig-bde.mbx.nec-dig-permits@mail.mil as we are not tied in with 811. Please contact the Network Enterprise Center (NEC) before disturbing any communications equipment the contractor may come across (network switches, fiber lines, etc.). Please do not dispose of any communications equipment the contractor may come across. Please request a site visit by the NEC NLT 7 days prior to work start date and NLT 7 days prior to project completion to ensure surveys and inspections ensuring communication lines are operational. If fiber needs to be pulled through duct banks, please ensure pathways have been checked and cleared.

1.4.20. Mechanical/Plumbing/HVAC.

1.4.21. Contractor to disconnect existing soiled dish table from existing waste pulper, electrical conduit and existing water/drain piping to allow the table to be temporarily moved to allow for installation of new tray accumulator. All existing horizontal water and drain copper piping mailto:usarmy.bliss.106-sig-bde.mbx.nec-dig-permits@mail.mil mailto:usarmy.bliss.106-sig-bde.mbx.nec-dig-permits@mail.mil below table shall be removed, Contractor to protect the existing copper piping located at the waste pulper. Existing water hose reels shall remain. Soiled dish table shall be moved back to original location and reconnected to the existing waste pulper. Connect new tray accumulator controls to soiled dish table using existing penetrations as much as possible. Reconnect existing conduit as necessary. Provide all new water and drain copper piping and fiberglass, ASJ facing tube insulation, new piping shall be equal in size to existing and include shut off isolation valves. Contractor to test waste pulper after construction to ensure that it is working properly after reconnection.

1.4.22. Remove existing cast iron floor sink grates and provide new cast iron enameled grates at all existing floor sinks below dishwasher and tray accumulator.

1.4.23. Any plumbing work shall be done in accordance with the 2021 International Plumbing Code.

The Contractor shall provide all final connections, external and internal, all piping, fittings, parts, etc., necessary to make the provided equipment functional. All new drain lines shall not be smaller than the stub-out of the fixture, to be run in a manner so as not to interfere with the function of the equipment and the indirect waste lines must have a minimum clearance of 6 inches above finished floor for floor cleaning.

1.4.24. Disconnect the existing dishwasher (ware washer and condensate) exhaust duct connections at the fan outlets to allow for the removal and replacement of the dishwasher. Contractor shall determine the exact location and size of the existing exhaust fans and coordinate with the manufacturer to determine what existing conditions will allow for reuse. Existing exhaust duct roof penetration and floor sinks shall be utilized as practicable as possible to minimize roof and floor trench work. Install new duct runs per manufacturer’s recommendations. Seal all joints with UL-listed mastic or foil tape. Test for leaks and airflow before reconnection. Reconnect all fans to new duct and ensure all joints are sealed and supported in accordance with ANSI/ASHRAE/SMACNA 126-2000 leakage standards. All mechanical work shall be done in accordance with the 2021 International Mechanical Code.

1.5. Attachments.

A. Certificate Of Asbestos_Lead_PCBs or Other Regulated Toxic Substances B. Environmental Review Form C. DPW -RFI Template D. Eng_Form_4288-R, Submittal Register E. Eng_Form_4025-R F. TRADOC Form 928-R-E, Material Approval Submittal G. Fort Bliss Fire Prevention Construction Guide 2025 H. Accident Prevention Plan (APP) Form I. Eng_Form_6282_Site Safety & Health Officer (SSHO) Designation Letter_2024 Aug –

FINAL

J. Eng_Form_6292_Site-Specific Safety & Occupational Health Plan_2024 09 13- Final K. Eng_Form_6293_Aug 2024 - APP Worksheet L. iWatch Training for Contractors M. As-Built Drawings: As-Built Drawings Building 20626 N. Specifications: All Unified Facilities Guide Specification (UFGS) shall be used for this project including but not limited to those listed below. All specifications can be found at https://www.wbdg.org/guides-specifications) https://www.wbdg.org/guides-specifications)

UFGS 01 45 00.00 20 QUALITY CONTROL (HVAC)

UFGS 01 45 00.00 40 QUALITY CONTROL (PROCESS)

UFGS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

UFGS 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

UFGS 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

UFGS 01 75 00.00 40 STARTING AND ADJUSTING

UFGS 01 78 00 CLOSEOUT SUBMITTALS

UFGS 02 41 00 DEMOLITION AND DECONSTRUCTION

UFGS 07 60 00 FLASHING AND SHEET METAL

UFGS 07 84 00_FIRESTOPPING

UFGS 07 92 00 JOINT SEALANTS

UFGS 09 51 00 ACOUSTICAL CEILINGS

UFGS 09 90 00 PAINTS AND COATINGS

UFGS 22 00 00 PLUMBING GEN. PURPOSE

UFGS 23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

UFGS 23 31 13.00 40 METAL DUCTS

UFGS 26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

UFGS 26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

UFGS 26 05 13.00 40 MEDIUM VOLTAGE CABLES

PART 2 - GENERAL REQUIREMENTS.

2.1. Basic Guidelines.

2.1.1. Preconstruction Conference. Prior to the start of any construction work an authorized representative of the KO will schedule and conduct a preconstruction conference. The notification will include specific details regarding the date, time, and location of the conference, any need for attendance by sub-Contractors, and information regarding the items to be discussed.

2.1.1.1. The Contractor's Project Manager (PM), Superintendent, and Quality Control Manager (QCM) shall attend this meeting. Minutes of the meeting will be prepared and signed by the Contractor.

The minutes shall be sent to the COR for review and approval no later than 24 hours after the meeting.

2.1.2. Construction Documents. Contractor shall have a copy of the Scope of Work (SOW), Drawings, and specifications at the construction site at all times.

2.1.3. Licenses and Permits. The Contractor shall verify all dimensions and investigate existing site conditions prior to submitting proposal. The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits. The Contractor shall comply with all applicable laws and regulations, including but not limited to Building Codes, Federal Law, Texas State Law, Occupational Safety and Health Administration (OSHA) regulations, Army and installation regulations.

2.1.4. Contractor Furnished Items. Everything included in this paragraph and its subparagraphs is basic to the contract and should be included in the contract price.

2.1.4.1. The Contractor shall provide all labor, supervision, transportation, vehicles, supplies, equipment, materials and services required to perform work under this contract. The Contractor shall, as necessary, provide all equipment needed to perform the work safely and to meet the requirements herein.

2.1.5. Installation Property. Contractor shall exercise extreme caution to protect building finishes, private property, military property, historic material, cultural resources, etc., from damage during the performance of these contract requirements. Contractor shall be responsible for all loss or damage to Government and private property while executing contract requirements as a result of negligence on behalf of the Contractor, subcontractors, or any representatives of the Contractor or subcontractors.”

2.1.6. Contractor Vehicles. Contractor’s personnel, whose tasks involve operation of any vehicles, shall possess a valid U.S. state driver’s license, certificates and permits, applicable for the type and class of vehicle being operated.

2.1.6.1. Limited Access. The Contractor shall only use existing roadways when transporting personnel and/or material during the execution of the contract. The Contractor shall strictly adhere to the foregoing and shall not develop new ingress or egress roads.

2.1.6.2. Parking. The Contractor shall ensure that its personnel use designated parking areas only. Personal and non-construction related vehicles shall not be parked on grassy, gravel, or landscaped areas (unless identified as acceptable in drawings).

2.1.7. Buy American Act. Construction Materials. Applying to contracts for the construction, alteration, or repair of any public building or public work in the United States, the Contractor shall utilize commercially available off-the-shelf (COTS) construction materials in accordance with Executive Order 10582 and 41 U.S.C. chapter 83, Buy American.

2.2. Key Personnel. The personnel listed below are considered essential to the work being performed under this contract. Prior to substituting, removing, replacing, or diverting any of the specified individuals, the Contractor shall notify the KO fifteen (15) working days in advance and shall submit a written request and justification (including proposed substitutions) in sufficient detail to permit evaluation of the impact on this Contract. The proposed substitution of personnel must meet or exceed the experience and other technical requirements of the personnel being replaced.

No change in personnel shall be made by the Contractor without the prior written consent of the KO. However, in urgent situations, as determined or agreed to by the KO, an oral request to substitute key personnel may be approved and subsequently ratified by the KO in writing. Such ratification shall constitute the consent of the KO required by this paragraph. The KO will notify the Contractor within ten (10) working days after receipt of all required information of the decision on the substitution(s). In the event the proposed substitution of key personnel does not meet or exceed the experience and other technical requirements of the personnel being replaced, substitution of acceptable replacements for the individuals as specified below. The key personnel listed below may, with the consent of the contracting parties, be amended during the course of the Contract to either add or remove personnel as necessary.

PM

Superintendent Site Safety and Health Officer (SSHO)/ QCM

2.2.1. PM. The Contractor shall provide a PM.

2.2.1.1. The role of the Construction PM is to be the Government’s Point of Contact (POC) for projects and administration of construction. Per project, the PM is accountable for:

2.2.1.1.1. Management of performance of all trade Contractors, review and analysis of SOW, architectural and engineering drawings and specifications; ensuring contract documents and regulations are comprehended and followed; supervision of Construction Superintendent(s), reviewing and approving their reports, submittals, monitor reported difficulties, and correcting safety violations/ deficiencies; developing, tracking, updating and controlling construction schedule; project management plan, and associated costs to achieve completion of project; coordinating the closure of a project.

2.2.1.2. The PM shall possess the following:

2.2.1.2.1. Language. Full professional working proficiency at speaking, listening, reading, and writing in English.

2.2.1.2.2. Experience. Five (5) years of experience (within the last ten (10) years) working as a Construction PM (or in a position with equivalent responsibilities) managing multiple construction projects simultaneously related to the project.

2.2.2. Superintendent. The Contractor shall assign one competent superintendent for each project. The superintendent shall be accountable for overall supervision and management of job site coordination, day-to-day operations, schedule adherence, enforcement of safety and quality, managing subcontractors, has authority to act for the Contractor, and shall be on site at all times during Construction. The superintendent is required to attend facility turnover meetings (Red Zone meetings), partnering meetings, and quality control meetings. The qualification requirements for the alternate superintendent are the same as for the superintendent.

2.2.2.1. The Superintendent shall possess the following:

2.2.2.1.1. Language. Full Professional working proficiency at speaking, listening, reading, and writing in

2.2.2.1.2. Experience. Five (5) years’ experience (within the last ten (10) years) working as a Construction Superintendent (or in a position with equivalent responsibilities), managing multiple construction projects simultaneously related to the project. The superintendent must be familiar with the requirements of Engineering Manual (EM) 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The KO may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

2.2.3. SSHO. The SSHO shall be accountable for overall supervision and management of the

Contractor’s safety program(s) and plan(s). Contractor shall assign one SSHO for each project who will work simultaneously as the SSHO and QCM. The SSHO shall be on site at all times during construction to implement and administer the Contractor's safety program and Government-accepted Accident Prevention Plan. An alternate shall be identified in the Construction Safety Plan to serve in the event of the SSHO’s absence. The requirements for the alternate are the same as the SSHO. The SSHO shall meet the requirements of EM 385-1-1 Chapter 2 Safety and Occupational Health Program management for Contractors. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. It is responsibility of the Contractor to express to the KO in the event that due to the complexity of the project, one employee will be required for each position.

2.2.3.1. The SSHO shall be the Government’s POC for all aspects relating to safety. The SSHO responsibilities include, but are not limited to facilitating and ensuring the completion of facility safety assessments/investigations of reportable and non-reportable mishaps involving personal injury accidents, property damage, and cases of occupational illnesses; recording accident reports in an accurate, complete, and timely manner; assuring that claims for injuries and illnesses are posted in the Occupational Safety and Health Administration log; promoting and furnishing applicable safety and health, accident prevention, and investigation training for Contractor’s employees; assessing and evaluating work environment, identifying potential hazards, and aiding Contractor, Construction PM, and Construction Superintendent during work place inspections;

supporting Contractor, Construction PM(s), and Construction Superintendents in investigating accidents and developing measures to prevent recurrences.

2.2.3.2. The Safety Manager shall possess the following:

2.2.3.2.1. Language. Full professional working proficiency at speaking, listening, reading, and writing in

2.2.3.2.2. Experience. Five (5) years’ experience (within the last ten (10) years) working as a SSHO (or in a position with equivalent responsibilities), identifying potential risks and hazards, investigating accidents, and promote occupational safety on multiple construction projects, simultaneously, related to the project.

2.2.3.2.3. Certification. SSHO shall possess active credentials as a Certified Safety and Health Official

(CSHO) in construction or Master Certification (MC) from an OSHA Training Institute Education Centers.

2.2.4. QCM. The QCM shall be accountable for overall supervision and management of the construction’s quality control and management program(s) and plan(s). Contractor shall assign one QCM for each project who will work simultaneously as SSHO and QCM. The QCM shall be on site at all times during construction and alternate shall be identified in the Construction Quality Control Plan to serve in the event of the QCM’s absence. The requirements for the alternate are the same as the QCM. It is the responsibility of the Contractor to express to the KO in the event that due to the complexity of the project, one employee will be required for each position.

2.2.4.1. The QCM is to be the Government’s POC for all aspects relating to quality control. the QCM responsibilities include but are not limited to the supervision and management of the Contractor’s quality control and management program(s) and plan(s) in accordance with specifications;

inspecting work for conformance to project plans and specifications identifying issues arising during construction and verifying that deficiencies have been corrected; recording and notifying the PM and/or Superintendent of problems on a timely basis so that corrections can be made without impact to the project schedule; creating, updating and maintaining the project submittal log and all other project specific quality control reports; reviewing shop drawings and submittals for conformance with project specifications by direct review and by leveraging the knowledge and experience of others in the project team when necessary; scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, designers of record, consultants, manufacturers, offsite fabricators, suppliers, and purchasing agents; tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation; continuing development of the project Quality Control Plan to address the specific needs of task orders, as required; examining the work area to assure that all required preliminary work has been completed and is in compliance with the contract; reviewing drawings and each paragraph of applicable specifications, reference codes, and standards applicable to work being performed in the field.

2.2.4.2. The QCM shall possess the following:

2.2.4.2.1. Language. Full professional working proficiency at speaking, listening, reading, and writing in

2.2.4.2.2. Experience. Five (5) years’ experience (within the last ten (10) years) working as a QCM (or in a position with equivalent responsibilities), managing multiple construction projects simultaneously related to the project.

2.3. Utilities. The Government will provide electricity and water for Contractor use in conjunction with this contract where available, and commodities will be at no cost to the Contractor. The Contractor shall instruct employees in utilities conservation practices. The Contractor shall be responsible for operating under conditions that preclude the waste of utilities. Contractor shall meter all utilities used and report them to Sustainability & Energy and Engineering Services Division. To coordinate the use of utilities please contact the COR. The Contractor shall provide its own sources of utilities (water, electricity, etc.) needed to complete the work in the SOW at locations where Government utilities are not available.

2.3.1. Utilities Cutovers and Interruptions. All anticipated utility outages shall be coordinated with DPW through the COR. A minimum advance notice of fourteen (14) calendar days shall be provided by the Contractor. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise. Conform to procedures required in paragraph Work Outside Regular Hours.

2.3.2. Portable Latrines. The Contractor shall be responsible for furnishing portable latrines as required by OSHA and American National Standards Institute (ANSI), for the use of employees at such locations as designated by the KO or COR.

2.4. Hours of Operation.

2.4.1. Normal Work Hours. The Contractor shall perform all work during normal work hours. Normal work hours are defined as the time period from 0730 hours (7:30 AM) to 1630 hours (4:30 PM) MDT/MST, Mondays through Fridays except on Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. The Contractor shall not be reimbursed when the Government facility is closed for the above reasons.

2.4.1.1. Federal Government Holidays. For Government holidays visit https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=Overview .

2.4.1.2. This list of holidays relates to Government duty days and is not intended to supplement or otherwise alter the provisions of any Wage Determination regarding applicable paid holidays.

2.4.1.3. It is understood and agreed between the Government and the Contractor that observance of such days by Government personnel will not be a reason for an additional period of performance, or entitlement of compensation except as set forth within the contract. In the event the Contractor’s personnel work during the holiday, the Contractor may reimburse them; however, no form of holiday or other premium compensation will be reimbursed either as a direct or indirect cost, other than their normal compensation for the time worked, unless stipulated otherwise. This provision does not preclude reimbursement for authorized overtime work if applicable.

2.4.1.3.1. When the Department of Defense grants excused absence to its employees, the Contractor agrees to continue to provide sufficient personnel to perform critical tasks already in operation or scheduled, and shall be guided by the instructions issued by the KO or the COR.

2.4.1.4. If Government personnel are furloughed, the Contractor shall contact the KO or the COR to receive direction. It is the Government’s decision as to whether the contract price/cost will be affected as a result of Government shutdown and/or furloughed Government employees. In the https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=Overview https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=Overview event that Government shutdown and/or furloughed Government employee does impact contract price/cost, a negotiated settlement will be reached as deemed appropriate by the KO.

2.4.2. Approval of Work Outside Normal Work Hours. Work outside regular working hours requires KO approval. Make application fifteen (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 KO may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the

KO.

2.5. Approval of work other than normal work-hours of the military reservation will be based upon the requirements of the task, technical or safety factors and not for the convenience of the Contractor.

This is not intended to restrict the Contractor to an 8-hour day if the segment of project requires continuous work until completed because of mission requirements, the technical nature thereof, in the interest of safety, or to prevent damage to the project or other property. The Contractor shall give prior notice of such requirements to the KO. The KO may authorize the Contractor to perform work outside of normal working hours and/or working days. When the Government requires the Contractor to work outside normal hours, the Contractor shall be notified at the onset of the project, but not less than 24 hours in advance.

2.6. Environmental. The Contractor shall perform all work in such a manner as to minimize the polluting of air, water, or land and shall, within reasonable limits, control noise and the disposal of solid waste material, as well as other pollutants. The Contractor shall comply with AR-420-47 Solid & Hazardous Waste Management, Title 40 CFR Part 260 through 273 and with all Federal, State, and local laws and regulations concerning environmental pollution control.

Compliance by Subcontractors shall be the responsibility of the Contractor.

2.6.1. Permits.

2.6.1.1. Hazardous Material Abatement. The Contractor shall coordinate all hazardous material removal with the DPW-ED through the COR and execute all projects in strict adherence to the latest installation, Federal, state, and local regulations. Copies of the ten (10) day notification shall be required prior to any abatement. Copies of all clearance reports, air monitoring, and waste manifests shall be required at the completion of the project. All notifications and records pertaining to hazardous materials shall be submitted to the Fort Bliss Safety Office, Industrial Hygiene Services, COR, and DPW-ED Asbestos and Lead Program Manager.

2.6.1.2. Air Emissions. Construction Operating Permits may be required prior to the installation of a significant, stationary, and/or air emissions source. Possible sources include but are not limited to:

boilers, generators, paint booths, baghouses, cyclones, painting operations, wood working operations, welding operations, de-painting or blasting operations, engine test cells, solvent baths/degreasers, fuel storage tanks, or fueling operations. The air emission units listed above may also require a modification to the installation’s Title V Permit and cannot be installed nor operated until a permit is issued is issued by the state permitting authority as applicable. Coordinate with the Air Program Manager via the COR for further guidance.

2.6.2. Hazardous Materials Requirements

2.6.2.1. Certification of Asbestos Free Construction. Texas House Bill 1927, effective September 2001, requires a Safety Data Sheet and a signed statement by an architect, engineer or Texas Department of Health Inspector identifying presence of asbestos containing material in all construction building materials (reference Texas Asbestos Health Protection Rules, Section 295.34, Part J). The Contractor shall provide a signed statement a CERTIFICATION form and attached with Safety Data Sheet (SDS) on each construction material (i.e. interior & exterior material of construction including mastic, sealant, roofing felt, roofing coating, non-roofing coating, floor tile and mastic, pipeline wrap, any type of friction material, etc.) and equipment.

Any excavation could encounter asbestos-containing concrete pipe, a.k.a. transite. If, during excavation, transite pipe is found the material shall not be disturbed by grinding, breaking, scraping or crushing, but shall be abated or removed by a licensed company with properly trained personnel using best management practices to prevent worker exposure, and proper handling and disposal of Asbestos Containing Materials (ACM) pipe; or excavation deviated to leave transite pipe undisturbed and left abandoned in place. If ACM pipe is encountered contact the Lead/Asbestos Program via the COR for further guidance.

2.6.2.2. Hazardous/ Regulated Materials. Hazardous materials (new) that are required for the project need to get approval from AFSB-FB through the Haz-Mart. The SDS is submitted to the Haz-Mart for review and approval. Once approved it can be brought and used on the installation, and must be stored according to the manufacturer’s recommendation.

2.6.2.3. No material other than construction materials, e.g. PVC, CPVC, or other suitable materials, will be brought into the installation.

2.6.3. Construction Waste Management and Disposal

2.6.3.1. Salvage, Waste, and Disposal. The Contractor shall dispose of excess scrap, materials, debris or waste at an approved off-post location IAW applicable Local, State and Federal laws and regulations and pay any related fees. Burning or burial of materials is not permitted. The Contractor shall maintain a clean work area free of construction debris.

2.6.3.2. Daily Clean Up. The cleanup of the work site shall include, but not limited to, the removal of scrap (waste materials), spoils, debris, and salvage material that results from work on this project as well as general upkeep of the site to include mowing, trimming and weed control. The Contractor shall maintain a clean work area, free of construction debris. The Contractor shall clean the work site daily as well as after completion of the project in the project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter and foreign substances.

2.6.3.3. Texas Commission of Environmental Quality (TCEQ). Contractor shall comply with Texas

Commission on Environmental Quality, Chapter 290 – Public Drinking Water, 290.101 – 290.119, 290.121, 290.122, Effective March 30, 2017, or most current approved version. The purpose of these standards is to assure the safety of public water supplies with respect to microbiological, chemical, and radiological quality and to further efficient processing through control tests, laboratory checks, operating records, and reports of public water supply systems.

2.6.3.3.1. For new construction it is required to follow the plumbing code for the state of Texas before they can connect to secondary water system.