Directorate of Public Works Engineering Services Division

Fort Bliss, Texas

STATEMENT OF WORK

FY26 - 2474 - Kitchenette

11B 10115 6P 2 JUN 2026

Controlled Unclassified Information (CUI)

STATEMENT OF WORK 11B 10115 6P

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

1.4.2 1.4.3 1.4.4 1.4.5 1.4.6 1.4.7 1.4.8 1.4.9

1.4.10. Civil

1.4.11. Architectural

1.4.12. Structural

1.4.13. Fire Protection

1.4.14. Electrical

1.4.15. Telecommunications

1.4.16. Mechanical/Plumbing/HVAC

1.4.16.1 1.4.16.2 1.4.16.3 1.4.16.4 1.4.16.5

1.5. Attachments

UFGS 26 05 13.00 40 MEDIUM VOLTAGE CABLES

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. The scope of work for this project on the first floor includes the installation of a new kitchenette including new finished metal stud walls to deck, removal and replacement of ceiling tiles, new base and wall cabinets, countertops and tile backsplash, new resilient wall base, removal and replacement of mini blinds, new plumbing work above the ceiling and below the floor to the basement for new sink faucet and waste disposal, new range hoods through wall exhaust duct and vent, new electrical panel, wiring and conduit. Work on the second and third level existing kitchenettes includes sanding and staining of existing wall and base cabinets, new cabinet hardware, new countertops, removal and replacement of mini blinds, removal and replacement of kitchen sink, faucet, new waste disposals, removal and replacement of electric drinking fountains with bottle filler, removal and replacement of resilient wall base and new paint. 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. Asbestos and Lead Surveys were conducted June 2008 at Building 2474. The Asbestos Survey identifies Asbestos Containing Materials (ACM), and the Lead Survey identifies Lead Based Paint (LBP). Contractor to review the attached Environmental Review Form for specific environmental comments about this project. Review the attached surveys for all Asbestos and lead-containing materials to verify if they will be impacted by this project. If the project scope includes disturbing Asbestos or lead-containing materials, work must be conducted by a Licensed Abatement Company. If additional materials, not tested in these surveys, need to be disturbed, they must first be tested for Asbestos and lead. Contact DPW-Environmental Division for additional testing.

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 building 2474 north of the intersection of Chaffee Road and Stennis Street located within the Fort Bliss TX Installation.

1.3.1. Occupancy: Facility will be occupied during construction.

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).

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

1.4. Specific Work Requirements.

1.4.1. Asbestos and Lead Surveys were conducted June 2008 at Building 2474. The Asbestos Survey identifies Asbestos Containing Materials (ACM), and the Lead Survey identifies Lead Based Paint (LBP). Review the attached surveys for all asbestos and lead-containing materials to verify if they will be impacted by this project. If the project scope includes disturbing asbestos or lead-containing materials, work must be conducted by a Licensed Abatement Company. If additional materials, not tested in these surveys, need to be disturbed, they must first be tested for asbestos and lead. Contact DPW-ED for additional testing. Failure to manage present hazardous materials may expose workers, building occupants, and their families to toxic substances, which include carcinogens.

1.4.2. 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.

1.4.3. 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.

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

1.4.5. 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.

1.4.6. 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. 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".

1.4.9. 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.

1.4.10. Civil. - Not Applicable.

1.4.11. Architectural.

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

1.4.11.1.2. Temporarily strap and protect all existing fire devices, light fixture and diffusers to allow for construction at the ceilings. Fire alarm work shall be done by a certified fire alarm contractor. Contractor to field verify existing conditions and take photo documentation for record purposes prior to construction and shall submit to the COR has a pre-construction submittal, refer to section 2.10.2 Pre-Construction Submittals/Deliverables Package. 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.

1.4.11.1.3. Remove existing acoustical ceiling tiles at first floor kitchenette as noted on drawings, existing suspension system to remain and be replaced in areas where new kitchen hoods and stud wall will be located. Provide 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 panels and grid suspension system shall be from the same manufacturer. Temporarily strap and protect all fire devices, work shall be done by a certified fire alarm contractor. Reinstall all fire devices once construction is complete.

1.4.11.1.4. Contractor to include the cost of the removal of 100 SF of existing gypsum board and replace with new Type ‘X’ gypsum board. Including tape, bed, and texture. Provide 2 coats of interior latex paint with eggshell finish at all interior walls, ceilings and restrooms in rooms listed in this section. Basis-of-Design: Sherwin Williams Promar 400 Zero VOC Interior Latex or approved equal.

1.4.11.1.5. Provide and install new tile backsplash at each kitchenette on all three floors. Refer to Drawings for specification.

1.4.11.1.6. New 24 gauge, 6 inch metal stud at 16 inches on center walls to deck finished with 5/8 inch Type ‘X’ gypsum board on each side at new kitchenette on first floor. Include tape, bed, texture and paint.

1.4.11.1.7. Remove existing mini blinds and all associated components one on each floor at the kitchenettes and replace with 1-inch aluminum mini blinds. Blind units must be capable of nominally 180-degree partial tilting operation and full-height raising. Blinds must be inside mount. Tapes for 1-inch slats must be braided polyester or nylon. A transparent tilting wand will be provided to tilt the slats, it will hang vertically by its own weight and will swivel for easy operation. Provide head channel made of steel with corrosion-resistant finish nominal 0.024 inch for 1-inch slats.

Provide slats of aluminum, not less than 0.032 inch thick, and of sufficient strength to prevent sag or bow in the finished blind. Provide a sufficient number of slats to assure proper control, uniform spacing, and adequate overlap. Enclose all hardware in the headrail. Contractor to field verify existing dimensions.

1.4.11.1.8. Provide new oak wood base and wall cabinets with a medium stain at kitchenette on first floor.

Provide exterior grade moisture resist and veneer core hardwood plywood Grade AA with non-telegraphing grain manufactured with Type II adhesive for box construction. Solid 1/2-inch-thick engineered wood for back and sides. Solid oak door frame with 1/2-inch-thick oak center panel. Shaker doors with 3-inch-wide frames, flat recessed center panels, and concealed high quality steel door hinges. 3/4-inch-thick plywood adjustable shelves with clear high-strength locking 3/4-inch-thick. Two full depth adjustable shelves at wall cabinets and one-half depth adjustable shelf at base cabinets. Wall cabinets shall be 12 inches wide, base cabinets shall be 24 inches wide. All base cabinets shall have a drawer with full access hidden glides system, two bumpers per drawer and 3-inch satin nickel bar pulls at all wall/base cabinets and drawers. Toe kick to match cabinet finish, provide 4-inch resilient wall base over toe kick. Provide Shop Drawings for review, including plan views, elevations, sections and attachment details. Show large-scale details. Show dimensions and locations and sizes of furring, blocking, and hanging strips.

1.4.11.1.9. At existing second and third floor kitchenettes, existing base and wall cabinets to remain.

Remove all door and drawer pulls and hinges and existing countertops. Existing range hood fire suppression systems to remain. Strap and protect during construction, reinstall once construction is complete. Repair a total of ten doors and/or drawers. Sand existing wall and base cabinets in place to receive new stain and top coat. Apply polyurethane stain and top coat combo. Provide new door and drawer pulls and hinges at all cabinets, refer to Drawings for specification.

1.4.11.1.10. At kitchenette on each floor, provide 3/4-inch quartz agglomerate solid surface countertop and 4-inch backsplash that is a homogeneous filled solid polymer; not coated, laminated or of a composite construction complying with ICPA SS-1 except for composition. Provide continuous bead of waterproof silicone where countertop/backsplash and tile meet. Provide a roundover edge profile. Submit color chart and physical samples from manufacturer’s standard list of colors for review and approval by the COR.

1.4.11.1.11. New paint on all walls at existing first floor Day Room and existing kitchenettes on the second and third floors. Paint walls 2 coats with eggshell finish at all walls and ceiling in this room.

Basis-of-Design: Sherwin Williams Promar 400 Zero VOC Interior Latex or approved equal.

1.4.11.1.12. Remove existing rubber wall base in existing first floor Day Room and existing kitchenettes on the second and third floors. Provide new 4-inch traditional rubber wall base with toe. Basis of Design: Johnsonite by Tarkett (or approved equal) from full range of color selection or approved equal. Include adhesive as recommended by manufacturer.

1.4.11.1.13. Paint all hollow metal door frames (both sides) in existing first floor Day Room and existing kitchenettes on the second and third floors. Sand to ensure proper paint adhesion. Provide two coats of field applied rust inhibitive primer and Sherwin Williams, “Emerald” Urethane Trim Enamel Interior-Exterior Waterbased (semi-gloss finish) or approved equal.

1.4.12. Structural - Not Applicable.

1.4.13. Fire Protection.

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

1.4.13.1.1. Provide and install two stovetop ‘Firestop’ rangehood automatic fire suppressor canisters at each first-floor range hood.

1.4.14. Electrical.

1.4.14.1.1. Provide new 120/208V 100 amp 4-wire, 12 circuit capacity Electrical Panel on the first floor to support the new kitchenette. Electrical connections shall be made in accordance with all current and applicable Codes.

1.4.14.1.2. Provide new GFCI duplex receptacles and associate wire and conduit at counters and island as noted in Drawings. Connect to nearest panel located in corridor.

1.4.14.1.3. Provide new under counter lighting and power system and associated receptacle, wire and conduit, refer to Drawings for Specifications. Connect to nearest panel located in corridor.

1.4.14.1.4. Provide two new hardwired, ceiling mounted Exit sign, junction box and associated wire and conduit. Final location to be determined during construction.

1.4.15. Telecommunications.

1.4.15.1. 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.

1.4.15.2. 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 ISP Communication Standards.

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

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

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

1.4.15.6. 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.

1.4.15.7. If any communication lines need to be moved, please do so IAW I3A and UFC standards. 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.

1.4.16. Mechanical/Plumbing/HVAC.

1.4.16.1. Provide a new ducted 30-inch dual motor range hood with 900 CFM over each range (Not in

Contract /NIC) at the first level kitchenette. Basis of Design: VIKIO Model #IKC01-30-J, 30-inch 900 CFM ducted under cabinet range hood in stainless steel with 3-way venting and removable LED or approved equal.

1.4.16.2. Provide new six-inch round duct connection to new range hoods through wall to new wall vent for exterior exhaust on first floor. Provide sealant and paint to match at the exterior.

1.4.16.3. Remove existing sink, faucet and associated piping located at the existing second and third floor kitchenettes. Provide a total of three new sinks, faucets and associated piping on each floor at the kitchenettes. Provide new faucet supply lines and connect hot and cold water to nearest existing lines above the ceiling. Provide new 1-1/2-inch vent line through wall and above ceiling and connect to nearest vent pipe. Core drill existing concrete floor to connect 1-1/2-inch drain line to existing sanitary sewer located in basement and provide firestopping material and sealant at penetration. Contractor to field verify closest lines. Refer to Drawings for specification.

1.4.16.4. Provide a total of three new waste disposals in each kitchenette on each floor. Electrical GFCI outlet is required below the sink for connection and provide control switch 6 inches above the sink. Refer to Drawings for specification.

1.4.16.5. Remove existing electric drinking fountain located on the first level in corridor outside the

Dayroom. Provide new electric drinking fountains with bottle filler at the first and third floor as shown and specified in the Drawings. At the third floor, provide new supply lines and connect cold water to nearest existing lines above the ceiling. Provide new 1-1/2-inch vent line through wall and above ceiling and connect to nearest vent pipe. Core drill existing concrete floor to connect 1-1/2-inch drain line to existing sanitary sewer line from second floor and provide firestopping material and sealant at penetration. Refer to Drawings for specification. Electrical GFCI outlet is required below the drinking fountain at third floor for connection.

mailto:usarmy.bliss.106-sig-bde.mbx.nec-dig-permits@mail.mil mailto:usarmy.bliss.106-sig-bde.mbx.nec-dig-permits@mail.mil

1.4.16.6. Contractor to service, clean, inspect and replace all filters at existing range hood fire suppression system in the second and third floor kitchenettes. All work shall be done by a certified fire protection company.

1.5. Attachments.

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

FINAL

K. Eng_Form_6292_Site-Specific Safety & Occupational Health Plan_2024 09 13- Final L. Eng_Form_6293_Aug 2024 - APP Worksheet M. iWatch Training for Contractors N. Drawing sets DWG_FY26_2474_11B 10115 6P_Kitchenette O. As-Built Drawings P. B2474 Hazmat Surveys

a. Asbestos Lead Survey_Bldg-2474_20080613 Q. 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)

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 02 82 00 ASBESTOS

UFGS 02 83 00 LEAD REMEDIATION

UFGS 05 50 14 STRUCTURAL METAL FABRICATIONS

UFGS 06 10 00 ROUGH CARPENTRY

UFGS 06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

UFGS 07 60 00 FLASHING AND SHEET METAL

UFGS 06 61 16 SOLID SURFACING FABRICATIONS

UFGS 07 84 00_FIRESTOPPING

UFGS 07 92 00 JOINT SEALANTS

UFGS 09 29 00 GYPSUM BOARD

UFGS 09 51 00 ACOUSTICAL CEILINGS

UFGS 09 90 00 PAINTS AND COATINGS

https://www.wbdg.org/guides-specifications)

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 Contract, 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. A customer service inspection (CSI) certificate shall be completed prior to providing continuous water service to new construction, on any existing service either when the water purveyor has reason to believe that cross-connections or other potential contaminant hazards exist, or after any material improvement, correction, or addition to the private water distribution facilities.

2.6.3.4. Deconstructed and Salvageable Materials. All items and materials to be salvaged shall be carefully removed, cleaned, prepared for storage, delivered and stored where indicated and-or specified.

Salvageable material is an object or material that can be reused again, either for its original purpose or for a similar purpose, without significantly altering the physical form of the object or material.

2.6.3.5. Haul Routes. The Contractor shall submit haul routes, spill prevention and contingency plans to the COR and DPW-ED for review and approval prior to start of work. Any costs associated with spill cleanup, decontamination, abatement, disposal, mitigation, etc., shall be borne by the Contractor.

2.6.3.6. Solid Waste & Recycling Programs. Proposed project shall generate waste streams from the demolition of building construction; however, it is not anticipated that the project will generate recyclable materials, i.e. paper, plastics, scrap metal, wood pallets and other eligible materials in large quantities. Generation of administrative / project management process can be handled with desk side recycling and waste containers. The Recycling Program can assist with desk side Recycling Containers, call 915-568-1537 for more information and availability.

2.6.3.6.1. General Prohibition. Any construction debris containing hazards or toxic substances such as lead,…