SOW_FY26_2414_AMD 10098 6J_Repair Roof_20260521.pdf

Directorate of Public Works Engineering Services Division

Fort Bliss, Texas

STATEMENT OF WORK

FY26_2414_AMD 10098 6J_Repair Roof

AMD 10098 6J 21 May 2026

Controlled Unclassified Information (CUI)

STATEMENT OF WORK AMD 10098 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. Civil

1.4.2. Architectural

1.4.3. Structural

1.4.4. Fire Protection

1.4.5. Electrical

1.4.6. Telecommunications

1.4.7. Mechanical/Plumbing/HVAC

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. Historical Properties ......................................................................... Error! Bookmark not defined.

2.7. Environmental

2.7.1. Permits

2.7.3. Products .................................................................................... Error! Bookmark not defined.

2.7.5. Construction Waste Management and Disposal

2.7.5.1. Salvage, Waste, and Disposal

2.7.5.10. [Archaeology

2.7.6. Natural Resources Program

2.7.7. Pollution Prevention Act (PPA)

2.7.8. Noise Control

2.8. Safety

2.8.1. Accident Prevention Plan (APP)/Safety Plan

2.8.2. Activity Hazard Analysis (AHA)

2.8.3. Army Radiation Permit

2.8.4. Federal Aviation Administration (FAA) Notice Requirements

2.9. Quality Control (QC)

2.9.1. QC Program Requirements

2.9.2. QCM

2.9.3. Contractor Quality Control (CQC) Plan

2.9.4. Contractor Quality Control Meetings

2.9.5. Contractor Quality Control Inspections

2.10. Security

2.10.1. Security Requirements

2.10.2. Physical Security

2.10.3. [Key Control

2.10.4. Security of Classified Items, Systems and Information

2.10.5. Security of Staging Area

2.10.6. Antiterrorism / Operations Security (AT-OPSEC)

2.11. Submittals/ Deliverable Requirements

2.11.2. Pre-Construction Submittals / Deliverables Package ............... Error! Bookmark not defined.

2.11.3. Construction Submittals/Deliverables Package ........................ Error! Bookmark not defined.

2.11.3.7. Close-out Submittals / Deliverables Package

PART 3 - APPLICABLE PUBLICATIONS AND FORMS

3.1. Applicable Publications ........................................................................ Error! Bookmark not defined.

PART 1 - DESCRIPTION OF WORK

1.1. Objectives. The scope of work for this project includes the removal and replacement of the existing roof, gutters and downspouts, and the removal and replacement of interior ceilings and flooring, gypsum board wall repair, and new light fixtures of interior rooms on all three levels due to water damage. 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 December 2008 at Building 2414. 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 2414 Hinman Road 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).

1.4. Specific Work Requirements.

1.4.1. Asbestos and Lead Surveys were conducted December 2008 at Building 2414. 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 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc https://www.wbdg.org/guides-specifications https://www.wbdg.org/guides-specifications 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. Civil. - Not Applicable.

1.4.6. Architectural.

1.4.6.1. Roof Work

1.4.6.1.1. Protect building(s) to be re-roofed, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from restoration operations.

1.4.6.1.2. Pollution Control: Comply with DPW Environmental regulations. Limit spread of dust and debris.

a. Lower removed roofing materials to ground and onto lower roof levels and/or grade level using dust-tight chutes or other acceptable means of removing materials from roof areas.

b. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

1.4.6.1.3. Limit construction loads on roof to rooftop equipment wheel loads and uniformly distributed loads not exceeding recommendations of Contractor’s professional engineer based upon site inspection and analysis.

1.4.6.1.4. Weather Limitations: Proceed with re-roofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering existing roofing system or building. Remove only as much roofing in one day as can be made watertight in the same day.

1.4.6.1.5. Daily Protection: Coordinate installation of roofing so insulation and other components of roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is in the forecast.

1.4.6.1.6. The Contractor shall not leave the building with any open penetrations. Any water or other damage caused by the Contractor’s negligence shall be the responsibility of the Contractor to repair prior to completion of this project.

1.4.6.1.7. Temporary Weather Protection: During removal operations, have sufficient and suitable materials on-site to facilitate rapid installation of temporary protection in the event of unexpected rain.

1.4.6.1.8. Remove existing roofing system, including all flashing, down to structural steel deck and provide a new fully adhered TPO roof membrane system applied over cover board and minimum two layers of rigid board insulation. Including new roofing accessories and sub-assemblies, e.g., underlayment, waterproofing, roof board, rigid insulation, tapered rigid insulation, cant strips at crickets, termination bars, flashing and counterflashing, continuous bead of sealants, expansion and control joint covers, fascia, eaves, racks, soffits, vents, gutters/downspouts, and baffles. Clean and prepare roof deck for new roofing system. Provide Thermoplastic Polyolefin (TPO), meeting or exceeding the requirements of ASTM D6878/D6878M, scrim or fabric reinforced, 0.080-inch thickness over fleece, fleece back reinforced membrane for fully adhered application. Width and length of sheet must be as recommended by the manufacturer. In addition, TPO sheet must conform at a minimum to the following criteria:

Physical Properties Test Method Test Result Breaking Strength ASTM D751 425 lbf Elongation Break ASTM D751 25 percent Tearing Strength ASTM D751 65 lbf Linear Dimensional Change, max percent (6 hours at 158 Degrees F)

ASTM D1204 0.4

Water Vapor Permeance, Perms

ASTM E96/E96M Less than 0.1 Perms

SRI, initial N/A 94

Contractor must comply with the Unified Facilities Criteria (UFC) for roofing (UFC 3-110-03 Roofing, with Change 5) and with the Unified Facilities Guide Specifications (UFGS) Section 07 54 23 Thermoplastic-Polyolefin Roofing, UFGS 07 22 00 Roof and Deck Insulation, UFGS 07 60 00_Flashing and Sheet Metal, UFGS 06 10 00 Rough Carpentry and those listed in the Attachments section.

1.4.6.1.9. Contractor to include the cost of roof cores to determine the existing system composition and thickness.

1.4.6.1.10. Provide separation of dissimilar materials (treated lumber, copper, etc.), for TPO roofing systems.

1.4.6.1.11. Provide minimum manufacturer warranty with no dollar limit, covering full system watertightness, and having a duration of 30 years. Provide revision or amendment to standard membrane manufacturer warranty as required to comply with the specified requirements.

1.4.6.1.12. Provide the roof membrane manufacturer’s 20-year no dollar limit roof system materials and installation workmanship warranty, including flashing, insulation, and accessories necessary for a watertight roof system construction.

1.4.6.1.13. The Contractor must warrant for a period of five years that the roof system, as installed, is free from defects in installation workmanship, to include the roof membrane, flashing, insulation, accessories, attachments, and sheet metal installation integral to a complete watertight roof system assembly. Write the warranty directly to the Government, commencing at the time of Government’s acceptance of the roof work. The Contractor is responsible for correction of the defective workmanship and replacement of damaged or affected materials. The Contractor is responsible for all costs associated with the repair or replacement work.

1.4.6.1.14. Shop Drawings: Roof plan drawing depicting wind load calculations and boundaries of enhanced perimeter and corner attachments of roof system components, as applicable. The drawing must reflect the project roof plan of each roof level and conditions indicated. Provide all slopes and drain locations.

1.4.6.1.15. TPO sheet roofing membrane manufacturer must have at least 20 years of experience in manufacturing TPO roofing products. Submit certification that the manufacturer of the roof membrane meets this requirement.

1.4.6.1.16. Roofing system applicator must be approved, authorized, or licensed in writing by the roof membrane manufacturer and have a minimum of five years experience as an approved, authorized, or licensed applicator with that manufacturer and be approved at a level capable of providing the specified warranty. Provide proof of this qualification in written form from the manufacturer of the roofing system.

1.4.6.1.17. FM or UL approved components of the roof covering assembly must bear the appropriate FM or

UL label. Submit the roof system assembly fire rating classification listings.

1.4.6.1.18. Provide a complete roof system assembly rated and installed to resist wind loads calculated in accordance with ASCE 7-22 and validated by uplift resistance testing in accordance with Factory Mutual (FM) test procedures. Base wind uplift measurements on a design wind speed of 120 mph in accordance with ASCE 7-22 and other applicable building code requirements.

1.4.6.1.19. Provide low volatile organic compound (VOC) adhesive as supplied by roof membrane manufacturer and recommended by the manufacturer's printed data for bonding TPO membrane materials to insulation, cover board, wood, metal, concrete or other substrate materials. Do not use bonding adhesive to bond membrane materials to each other.

1.4.6.1.20. Membrane flashing, including self-adhering membrane flashing, perimeter flashing, flashing around roof penetrations, and prefabricated pipe seals, must be minimum 0.080-inch thickness TPO, as recommended by the roof membrane manufacturer. Provide continuous sealant at all joints.

1.4.6.1.21. Provide polyisocyanurate (Polyiso) foam board insulation system (R-38) and facer material compatible with membrane application specified as approved and supplied by the TPO membrane roof manufacturer. Install glass mat gypsum roof board over top surface of foam board insulation. Stagger joints of insulation with respect to foam board insulation below and in accordance with UFGS Section 07 22 00 Roof and Deck Insulation. Glass mat gypsum roof board shall meet ASTM C1177/C1177M, 0 Flame Spread and 0 Smoke Developed when tested in accordance with ASTM E84, 3450 kPa, 5000 psi, Class A, noncombustible, 5/8 inch thick 4 by 8 feet size.

1.4.6.1.22. Provide new tapered rigid insulation and cant strips with a minimum slope of 1/4 inch per foot for positive drainage at all roofs

1.4.6.1.23. Remove roof curbs at all HVAC equipment and duct penetrations and provide new prefabricated roof curbs, duct penetrations, flashing and counterflashing and continuous sealant at all HVAC units. TPO shall be installed up and over top of new roof curbs. Provide a minimum height for roof curbs of 8 inches above the finished roof membrane surface.

1.4.6.1.24. Contractor to raise all pipe penetrations including piping, vent penetrations, and exhaust fans as necessary to allow for new roof insulation and TPO roofing system. Secure all existing roof mounted equipment, exhaust fans, vents, goosenecks.

1.4.6.1.25. Provide metal flashing for all pipes, ducts, and conduits projecting through the roof surface and for equipment supports, guy wire anchors, and similar items supported by or attached to the roof deck.

1.4.6.1.26. Provide 22-gauge galvanized steel metal drip edge prefinished with PVDF coating (ASTM

D3222-21 compliant) for exterior architectural use, designed to allow water run-off to drip free of underlying construction. Extend back from the edge of the deck not more than 3 inches and secure with compatible nails spaced not more than 10 inches on center along upper edge.

1.4.6.1.27. Remove and provide all new 24-gauge galvanized steel gutters prefinished with PVDF coating (ASTM D3222-21 compliant) for exterior architectural use complete with mitered corners, end caps, outlets, brackets, and other accessories necessary for installation. Fabricate gutters in sections not less than eight feet and provide expansion-type slip joints midway between outlets.

Provide with concealed splice plate six inches minimum. Join the gutters by riveted or soldered joints. New gutter support brackets shall be minimum 1/4-inch-thick x 1-inch-wide galvanized steel and powder coated to match color of gutter.

1.4.6.1.28. New 22-gauge galvanized steel downspouts prefinished with PVDF coating (ASTM D3222-21 compliant) for exterior architectural use. Provide complete with elbows and offsets. Provide downspouts in approximately ten-foot lengths. Keep downspouts not less than one inch away from walls. Form straps of metal compatible with the downspouts. Original anchor points for straps on building should be reused for installation of new downspouts. Provide new reinforced concrete splash blocks, min. 2 feet x 12 inches.

1.4.6.1.29. Provide new base flashing and new prefabricated metal covers at all existing expansion joints.

1.4.6.1.30. TPO Walk pads: Provide fully adhered TPO roof walk pads as manufactured by roof manufacturer with textured non-reinforced thermoplastic polyolefin material with minimum thickness of 0.150-inch. Minimum width and length of pad must be 30-inches x 30-inches and located at roof mounted mechanical equipment and other machinery requiring periodic maintenance and as indicated on the drawings. Minimize installation over roof seams and membrane splices. Color to be: White.

1.4.6.1.31. Remove existing fixed roof access wall ladder and provide new heavy duty fixed steel roof access ladder with welded assemblies at interior of south stairwell. Provide 3/4-inch corrugated steel round rungs spaced 12 inches on center and 7-inch standoff brackets. Ladder shall be power coated safety yellow. Ladder shall meet OSHA and ANSI standards.

1.4.6.1.32. Protect all existing antennae and lightning protection during construction. Remove if necessary to allow for construction and reinstall once construction is complete. Contractor to test lightning protection and antennae to ensure that equipment is working properly. Any lighting protection that is removed during construction shall be reinstalled by a UL Certified Lightning Professional (Journeyman).

1.4.6.1.33. 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.

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

1.4.6.1.35. The new roofing surface shall be cleaned of oils, adhesive, and debris by the Contractor before Final Inspection.

1.4.6.1.36. Contractor shall provide temporary heating and cooling on the interior side of the building as necessary during construction. Contractor shall provide a plan showing the temporary heating/cooling approach to condition building to DPW-ESD for review approval.

1.4.6.2. Interior Work

1.4.6.2.1. Temporarily strap and protect all existing fire devices, and diffusers to allow for construction. Contractor to field verify existing conditions 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 fire devices, work shall be done by a certified fire alarm contractor.

1.4.6.2.2. Remove existing gypsum board ceiling and all associated components at bedroom, closet and bathroom areas in Rooms 101, 201, 203, 216, 217, 218, 301, 303, 317, & 318 and replace with new Type ‘X’ gypsum board suspension system (mold/moisture resistant at bathrooms).

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: Basis-Of- Design Sherwin Williams Superpaint Interior Acrylic Latex or approved equal.

1.4.6.2.3. At Rooms 101, 201, 203, 216, 217, & 218 remove an additional 125 SF of gypsum board at walls, areas to be identified and validated with COR and Contractor. Provide new Type ‘X’ gypsum board and include tape, bed, and texture. Provide 2 coats with eggshell finish at all walls and ceiling in this room. Basis-of-Design: Basis-Of-Design Sherwin Williams Superpaint Interior Acrylic Latex or approved equal.

1.4.6.2.4. At Rooms 301, 303, 317, & 318 remove an additional 300 SF of gypsum board at walls, areas to be validated with COR and Contractor. Provide new Type ‘X’ gypsum board and include tape, bed, and texture. Provide 2 coats with eggshell finish at all walls and ceiling in this room.

Basis-of-Design: Basis-Of-Design Sherwin Williams Superpaint Interior Acrylic Latex or approved equal.

1.4.6.2.5. At Room 307 and south stairwell, clean and paint existing concrete ceiling where water damage is evident. Assume 10 SF. Provide 2 coats with eggshell finish at all walls and ceiling in this room. Basis-of-Design: Basis-Of-Design Sherwin Williams Superpaint Interior Acrylic Latex or approved equal.

1.4.6.2.6. At Laundry Room 313, remove existing gypsum board and associated wall base at south wall in its entirety (wet wall) and provide new type ‘X’ mold/moisture resistant gypsum board and new washing machine wall box with center drain. Provide new silicone sealant at all existing counter tops. Include tape, bed, and texture at gypsum board. Paint wall walls 2 coats with eggshell finish at all walls and ceiling in this room. Basis-of-Design: Basis-Of-Design Sherwin Williams Superpaint Interior Acrylic Latex or approved equal.

1.4.6.3. Remove existing vinyl composition tile (VCT) in bedroom area and all closets including resilient wall base, and transitions trips, and prepare concrete for new flooring at Rooms: 101, 201, 203, 216, 217, 218, 301, 303, 317, & 318.

1.4.6.4. Fill cracks, grooves, voids, depressions, and other minor imperfections with Ardex (or approved equal) cement-based patching/leveling compounds at all existing concrete prior to installation of scheduled flooring. Follow the manufacturer’s directions. Moveable joints must be treated utilizing specific transitioning joint devices depending upon DPW COR recommendations.

Follow current ASTM F710 guidelines for the preparation of concrete slabs to receive resilient flooring.

1.4.6.5. New vinyl composition tile (VCT) - 12" x 12" x 1/8" at Rooms: 101, 201, 203, 216, 217, 218, 301, 303, 317, & 318. Basis of design: Tarkett VCT II or approved equal. Include adhesive as recommended by manufacturers for existing substrate.

1.4.6.6. Remove existing rubber wall base and provide 15 linear feet of new 4-inch traditional rubber wall base with toe at Corridor between rooms 210 and 214. Color to match existing.

1.4.6.7. Provide 4-inch traditional rubber wall base with toe at Rooms: 101, 201, 203, 216, 217, 218, 301, 303, 317, & 318. Basis of Design: Johnsonite by Tarkett (or approved equal) from full range of color selection or approved equal. Include adhesive as recommended by manufacturer.

1.4.7. At bathroom hollow metal door frame (both sides), clean and remove corrosion using wire brushing, sanding or chemical means. 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 at Rooms: 101, 201, 203, 216, 217, 218, 301, 303, 317, & 318.

1.4.8. Provide new 18-inch x 18-inch fire rated ceiling access panels in each room listed in section

1.4.7. Provide one new 12-inch x 12-inch wall access panel at Laundry Room 313. Paint to match adjacent wall.

1.4.9. Structural.

1.4.9.1. Contractor to include 700 SF of roof deck replacement, and/or infill. Contractor to verify and validate areas of replacement with COR. Refer to structural details in drawing set.

1.4.9.2. If roof deck surface is not suitable for receiving new roofing or if structural integrity of deck is suspect, immediately notify COR.

1.4.9.3. Contractor to include the cost of structural deck reinforcement at all new HVAC unit openings/curbs.

1.4.10. Fire Protection.

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

1.4.11. Electrical.

1.4.11.1.1. Remove existing 1 foot x 4-foot recessed mounted light fixtures located in Rooms: 101, 201, 203, 216, 217, 218, 301, 303, 317, & 318 and replace with new surface mounted interior LED light fixtures. Basis of Design: Lithonia Lighting ‘TruWrap Curved’ low profile linear wraparound LED, Model: TRUW CMP, 14-3/4 inches wide x 48-inch-long x 2-1/8 inches deep.

Two in each bedroom listed in this section. Contractor to include new wiring and conduit for this work.

1.4.11.1.2. Remove existing recessed light fixture located over the shower in Rooms: 101, 201, 203, 216, 217, 218, 301, 303, 317, & 318. Provide new recessed light fixtures for wet environments.

Basis of Design: Progress Lighting, 6-inch recessed light fixture, wet location listed. Model #P806004-028 including housing or approved equal.

1.4.11.1.3. Remove existing bathroom light fixture in Rooms: 101, 201, 203, 216, 217, 218, 301, 303, 317, & 318. Provide new Lithonia Lighting Contemporary Square Single Light 23" Wide Integrated LED Bathroom Bar Light - 3000K. Model #FMVTRL 24IN MVOLT 30K 90 CRI BN M4 housing or approved equal.

1.4.11.1.4. Electrical work will be required for the removal and reinstallation of the HVAC units. Electrical reconnections shall be made in accordance with all current and applicable Codes.

1.4.11.2. Disconnect, reroute, extend and reconnect existing power feeders and control circuits (conduit and wiring) feeding any existing roof and or wall mounted equipment which is indicated to be removed, raised and/or relocated and as required by the Contract.

1.4.11.3. Provide weatherproof exterior junction boxes, when required.

1.4.11.4. Make connections to mechanical equipment by using a maximum 18-inch length of liquid tight flexible steel conduit.

1.4.11.5. Relocate and reconnect existing disconnect any switches presently installed on existing roof mounted equipment indicated to be removed, raised and/or relocated.

1.4.11.6. Remove all existing abandoned electrical conduit and wiring at exterior of building.

1.4.12. Telecommunications.

1.4.12.1. 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.

1.4.12.2. 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.

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

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

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

1.4.12.6. 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.

1.4.12.7. 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.

1.4.13. Mechanical/Plumbing/HVAC.

1.4.13.1. Existing HVAC units to be removed, salvaged, and protected to allow for construction and reinstalled and tested once construction is complete.

1.4.13.2. The Contractor shall verify that all HVAC equipment works properly before removal.

Contractor shall document any equipment that is not operational and inform the COR via email.

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

1.4.13.3. Remove roof curbs at all HVAC equipment and duct penetrations and provide new prefabricated roof curbs, duct penetrations and flashing at all HVAC units.

1.4.13.4. Remove all flashing at all roof penetrations and secure all existing roof mounted equipment, exhaust fans, vents, goosenecks. Provide new pre-manufactured TPO membrane pipe boots.

Provide roof manufacturer’s required sealant at the top of all boot flashings in accordance with roof manufacturer’s requirements.

1.4.13.5. Contractor shall raise all existing vent pipes to account for the installation of new roof insulation.

1.4.13.6. Remove and replace all condensate drain piping at all HVAC units with new PVC piping.

Contractor shall provide pipe stands, reference drawings.

1.4.13.7. All existing gas lines on roof to be removed and replaced with all new steel gas pipes, joints and fittings on pipe supports. Contractor to include the cost of gas pressure test in accordance with Texas Gas and PRIDE requirements. Paint safety yellow.

1.4.13.8. Remove and replace all condensate drain piping at all HVAC units. Ensure proper drainage to roof drains and/or scuppers. Contractor shall provide pipe stands, reference drawings.

1.4.13.9. Verify that rooftop utilities and service piping affected by the Work have been shut off before commencing Work.

1.4.13.10. Contractor shall provide temporary heating and cooling on the interior side of the building as necessary during construction. Contractor shall provide a plan showing the temporary heating/cooling approach to condition building to DPW Engineering Services Division (ESD) for review and approval.

1.5. Attachments.

A. As-built requirements-Memo B. Certificate Of Asbestos_Lead_PCBs or Other Regulated Toxic Substances C. 26-0332_Environmental Review_AMD100986J 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_2414_AMD 10098 6J_Repair Roof O. As-Built Drawings P. B2414 Hazmat Surveys

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)

UFC 3-110-03 ROOFING, WITH CHANGE 5

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 05 23.16 STRUCTURAL WELDING

UFGS 05 12 00 STRUCTURAL STEEL

UFGS 05 50 13 MISCELLANEOUS METALS

UFGS 05 50 14 STRUCTURAL METAL FABRICATIONS

UFGS 06 10 00 ROUGH CARPENTRY

UFGS 07 22 00 ROOF AND DECK INSULATION

UFGS 07 54 23 THERMOPLASTIC-POLYOLEFIN ROOFING

UFGS 07 60 00 FLASHING AND SHEET METAL

UFGS 07 92 00 JOINT SEALANTS

UFGS 09 29 00 GYPSUM BOARD

UFGS 09 65 00 RESILIENT FLOORING

UFGS 09 90 00 PAINTS AND COATINGS

UFGS 23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

UFGS 26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

UFGS 26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

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

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 [Paving IDIQ 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…