Contract - W911SG25CA027.pdf

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF PAGES

AWARD (To be completed by Government)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

Section A - Solicitation/Contract Form

Bldg 51 Repair/Replace Roof

Header only - Purchase Requisition Number: W45C210012274326 Date: 08 Sep 2025

W911SG25CA027

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quantity Unit Unit Price Amount

Product Service Description: REPAIR

REPLACE ROOF BLDG 51

Product Service Code: Z2AA Pricing Arrangement: Firm Fixed Price

ACRN: AA

PR Number: W45C210012274326 PR Line Item Number: 0001

1 Job

USD 114,222.00

Firm Price

USD 114,222.00

Funded Amount

USD 114,222.00

Section C - Description/Specifications/Statement of Work

Directorate of Public Works

Engineering Services Division

Fort Bliss, Texas

STATEMENT OF WORK

FY25 - 0051 Repair-Replace Damaged Roof Due to High Winds

FE 10398 8J 18 JUN 2025

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STATEMENT OF WORK FE 10398 8J

Table of Contents

PART 1 - DESCRIPTION OF WORK

1.1.Objectives

1.2. Period of Performance

1.3. Place of Performance

1.3.1.Occupancy:

1.4. Specific Work Requirements

1.4.1

1.4.2

1.4.3

1.4.4. Architectural

1.4.4.1

1.4.4.17

1.4.4.18

1.4.4.28

1.4.5. Structural

1.4.6. Civil

1.4.7. Fire Protection

1.4.8. Electrical

1.4.8.2

1.4.8.7

1.4.9. Telecommunications

1.4.10. 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

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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

2.7. Environmental

2.7.1. Permits

2.7.4. Construction Waste Management andDisposal

2.7.4.1. Salvage, Waste, and Disposal

2.7.4.11. Archaeology

2.7.5. Natural Resources Program

2.7.6. Pollution Prevention Act (PPA)

2.7.7. 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) NoticeRequirements

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 andInformation

2.10.5. Security of Staging Area

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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

PART 1 - DESCRIPTION OF WORK

1.1. Objectives. Remove existing roofing system at building51 and provide a new asphalt shingle roof system including some wood plank deck replacement, newself-adhering underlayment, new asphalt roof shingles, evaporative cooler duct removal andnew duct work, removal of existing metal evaporative cooler stands including concrete footingsand sidewalk below and installation of new steel evaporative cooler stands including concretefootings. Provide a six-nail pattern at each shingle installation. Install in accordance withroofing manufacturers details required to meet manufacturer's 30-year roof warranty 120 mph wind speedcoverage. Building 51 is a historical building and the Cultural Resource Manager approvalcoordinated through the Contracting

Officer's Representative (COR) is required for all newmaterials and paint colors. The Contractor shall provide all work, labor, materials, related fees, andrelated 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 theGovernment in a professional and collaborative environment to sustain mission requirements.Construction services and finished products shall be delivered on schedule, safely, andcompliant with regulatory codes and standards.

1.2. Period of Performance. The period of performance shallbe one hundred and twenty days (120) calendar days after issuance of Notice to Proceed (NTP).

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

All technical questions shall be addressed to theContracting Officer's Representative (COR) for resolution and clarification.

1.3. Place of Performance. The work to be performed underthis contract will be performed at 51

Slater Road located within the Fort Bliss TX Installation.

1.3.1. Occupancy: Facility will be occupied duringconstruction. Contractor to request permission from the Government User each time access of the interior of thebuilding is required.

1.3.2. All work shall adhere to and comply with the mostcurrent 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, theArchitectural 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]

1.4. Specific Work Requirements.

1.4.1. Asbestos and Lead Surveys were conducted January 2005at Building 51. Both, asbestos and lead-containing materials were identified. Asbestos Surveyidentifies asbestos in the following building materials: Roof caulking and AC caulking. LeadSurvey identifies LBP in the following areas: porch rail cap, soffits, (exterior)headers, and AC metal (stand) frames.

Contractor to review the attached Environmental Review Formfor specific environmental comments about this project. Review the attached surveys forall asbestos and lead-containing materials to verify if they will be impacted by thisproject. If the project scope includes disturbing asbestos or lead-containing materials, work mustbe conducted by a Licensed

Abatement Company. If additional materials, not tested inthese surveys, need to be disturbed, Controlled Unclassified Information (CUI)

STATEMENT OF WORK FE 10398 8J

they must first be tested for asbestos and lead. ContactDPW-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 egressfrom building and other adjacent occupied or used facilities during construction and shall provide allrequired barricades, fencing, covered walkways, planking, lighting, bracing, shoring, warningsigns, etc. as required by OSHA and

Fort Bliss Regulations for the protection of workmen, staffand Users.

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

1.4.4. Contractor shall field verify all dimensions, exactlocations and quantities before commencing

Work.

1.5. Architectural.

1.5.1.1. Building 51 is a historical building with anexisting hipped/gabled roof design, with a T-lock shingle. The Cultural Resource Manager approval coordinatedthrough the COR is required for all new materials and paint colors. Custom paint colormatching may be required as part of this project. New material profiles, dimensions and textures maybe required to match exiting. Paint colors may require custom color matching. Existing buildingcharacter defining features shall be protected before, during and after construction.Character defining features include but are not limited to ridge vents, chimneys, existing fascia/doublefascia profiles, beadboard soffit profiles, entablature (cornice (including dentils), frieze,architrave), and porch headers and columns. Work shall be performed with care so as not todamage the historical building and features. The Fort Bliss Historic PreservationSpecialist/Architectural Historian and COR shall discuss the historical significance and value of thebuilding with the Contractor and subcontractors before Construction begins.

1.5.1.2. Contractor to include the cost of roof cores todetermine the existing system composition and thickness.

1.5.1.3. Protect building to be re-roofed, adjacentbuildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling fromrestoration operations.

1.5.1.4. Pollution Control: Comply with DPW Environmentalregulations. Limit spread of dust and debris.

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

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

1.5.1.5. Limit construction loads on roof to rooftopequipment wheel loads and uniformly distributed loads not exceeding recommendations of Contractor'sprofessional engineer based upon site inspection and analysis.

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1.5.1.6. Weather Limitations: Proceed with re-roofingpreparation only when existing and forecasted weather conditions permit Work to proceed without waterentering existing roofing system or building. Remove only as much roofing in one day as can bemade watertight in the same day.

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

1.5.1.8. The Contractor shall not leave the building withany open penetrations. Any water or other damages caused by the Contractor's negligence shall be theresponsibility of the Contractor to repair prior to completion of this project.

1.5.1.9. Temporary Weather Protection: During removaloperations, have sufficient and suitable materials on-site to facilitate rapid installation oftemporary protection in the event of unexpected rain.

1.5.1.10. Remove existing roofing system, including allflashing, down to structural wood plank deck and provide a new asphalt shingle roof system, self-adheringunderlayment, and asphalt roof shingles. Include shingle roof areas at porches andrectangular areas located below gable roof at east and west sides. Clean and prepare surface for newroofing system. Provide new Asphalt

Shingles: "Duration" Series shingles and "Duraridge" hip andridge shingles or approved equal.

Color to match: Owens Corning: "Black Onyx". Provide asix-nail pattern at each shingle installation. Self-Adhering underlayment as manufactured byOwens Corning Roofing and

Asphalt, LLC., Product Name: "Titanium PSU30" or approvedequal. Contractor must comply with the Unified Facilities Criteria (UFC) for roofing (UFC3-110-03 Roofing, with Change 5).

Installer shall be certified by the proposed manufacturerfor at least the previous five years.

Warranty to include: 2-year installer's warranty, 20-year nodollar limit manufacturer's watertight warranty, 20 year no dollar limit finishwarranty, 20-year base metal or "material" warranty, 5-year "No Penal Sum" warranty.

1.5.1.11. Contractor to include 700 SF of wood plank roofdeck replacement, and/or infill including additional wood blocking. New planks shall be equal indimension to existing roof planks.

Contractor to field verify deck is sound and dry. Contractorto inspect for areas of deterioration and damage. Replace areas that exhibit signs ofdeteriorations or other conditions detrimental to securement of roofing system components, including roof edgeflashings. If broken or loose fasteners that secure deck panels to one another or to thestructure are observed or if deck appears or feels inadequately attached, notify the CORimmediately.

1.5.1.12. Remove and replace all roof vent and flue flashingand secure all existing roof mounted equipment that is to remain. Provide new manufactured,commercial grade, prefinished all metal pipe boot flashing at all pipe penetrations. Providecontinuous sealant at all joints.

1.5.1.13. Existing, historic ridge vents to remain and shallbe protected during construction. Provide new metal flashing and sealant. Paint ridge vents with zincpaint to match existing color, two coats.

1.5.1.14. Remove existing metal edge flashing and drip edgeand provide new 26-gauge, prefinished galvanized steel edge flashing and drip edge at roofperimeter, dimensions and profiles to be equal to existing. Contractor to field verify existingdimensions.

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STATEMENT OF WORK FE 10398 8J

1.5.1.15. Existing wood plank beadboard soffits, wood crownmolding at soffit/building condition, and fascia (including double fascia) shall remain in place. Onlycomponents that are too damaged to repair are to be replaced, Contractor to assume 30 percentof each material listed to be replaced.

Existing LBP has been identified at the existing roofsoffits. Contractor to identify areas of wood that need replacement and review with the Government.Prior to Construction a

Hazardous Materials Surveys are required. New wooddimensions to be equal to existing, primed and painted (two coats). Contractor to field verifyexisting fascia dimensions and profiles. Beadboard soffit material to be approved by theCultural Resource Manager prior to construction. Scrap, prime, and paint (two coats) existingsoffits, wood crown molding and fascia. To properly prepare exterior wood for painting,thoroughly clean the surface, scrape off loose paint, address any damage (rot, cracks), sand for asmooth finish, fill any gaps or holes, prime the wood, and then apply exterior wood primer and twocoats of exterior wood paint.

1.5.1.16. Scrape, prime, and paint (two coats) existingsoffit over porch including frieze, architrave, header, and round attic vent. To properly prepare exteriorwood for painting, thoroughly clean the surface, scrape off loose paint, address any damage(rot, cracks), sand for a smooth finish, fill any gaps or holes, prime the wood, and then applyexterior wood primer and two coats of exterior wood paint. Contractor to identify areas of woodthat need replacement and review with the Government. Protect existing light fixtures duringconstruction.

1.5.1.17. Apply exterior masonry primer and provide twocoats of exterior paint at approximately six courses of brick located just below the soffit at theperimeter of the building. Color to match existing, Contractor shall provide mock-up for approval bythe Cultural Resource Manager and

COR prior to painting.

1.5.1.18. Contractor to include flashing removal at theintersection of the existing building and an existing canopy located at the northeast side of the building.Provide new base flashing, counterflashing and continuous sealant. Counterflashing shall be embeddedinto the brick mortar joint by cutting two-inch groove into mortar joint, insertingcounterflashing and providing continuous sealant. Contractor to field verify and validate area ofreplacement.

1.5.1.19. Repoint all masonry chimneys, use 'O' type mortar.Newly pointed mortar shall match adjacent, clean historic mortar in color, texture, aggregate,hardness, profile and workmanship.

Contractor to provide mockup for review with COR andCultural Resource Manager.

1.5.1.20. Repair all existing sandstone chimney caps withtwo-part concrete epoxy.

1.5.1.21. Stepped flashing shall be installed at allchimneys. Provide 26-gauge, prefinished galvanized steel flashing installed with each course of shingles. Theupper edge of each flashing piece extends 2" above each course of shingles. The loweredge is held 1/2" above the butts of the succeeding course. The base flashing extends a minimum of4" up the chimney and onto the roof. The one-piece cap flashing/counterflashing is insertedat least two inches into the brick mortar and filled with sealant. The length of each piece ofcap flashing varies with the pitch of the roof; no step should be more than 3 bricks high. Thewidth also varies but should always be wide enough to cover 4" of the base flashing.

1.5.1.22. If the chimney straddles the ridge of the roof,stepped flashing is used on the two sloped sides.

The lower sides are flashed with a sheet metal apron thatcovers the next course of shingles. The apron joint with the base sheets is soldered horizontallyand vertically.

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STATEMENT OF WORK FE 10398 8J

1.5.1.23. If the chimney is entirely on one side of theridge, a metal cricket must be used on the high side to divert the water to either sloped side.

1.5.1.24. Provide and install stainless steel chimney capswith bird screen.

1.5.1.25. Provide new permanent 'D' ring type fallprotection roof anchors. Anchors shall be installed prior to roof system installation. Coordinate with themanufacturer to ensure installation will not void the roof warranty on shingle roofs. Installation ofpermanent anchors to comply with

OSHA 1926.502(d)(15) and should be designed and installedwith the oversight of a Qualified

Person for Fall Protection. Contractor to include the costof wood blocking required to meet

OSHA standards fall protection standards.

1.5.1.26. Protect all existing antennae and lightningprotection during construction. Remove if necessary to allow for construction and reinstall once construction iscomplete. Contractor to test lightning protection and antennae to ensure that equipment is workingproperly. Any lighting protection that is removed during construction shall be reinstalled bya UL Certified Lightning Protection

Professional (Journeyman).

1.5.1.27. All work is subject to inspection and testing bythe Government at all places and at all reasonable times before acceptance, in accordance with FAR52.246-12, Inspection of

Construction. Government inspections and tests do notrelieve the Contractor of the responsibility for providing adequate quality controlmeasures, nor does it constitute or imply

Government acceptance of the work. The presence or absenceof a Government inspector does not relieve the Contractor of complying with the specifiedrequirements, nor is the Government inspector authorized to change any term or condition of thespecification without the Contracting

Officer's written authorization.

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

Final Inspection.

1.5.2. Structural.

1.5.2.1. Remove evaporative cooler metal stands completelyincluding associated concrete footings and saw cut surrounding concrete as necessary.

1.5.2.2. Contractor to provide prefabricated structuralsteel evaporative cooler stands including cross bracing at columns and structural reinforcement belowevaporative cooler, with galvanized steel bar grating service platform deck, 48-inch-high guardrails,access ladder and new concrete footings. Submit shop drawings for review and approval bythe Government.

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

1.5.3. Civil.

1.5.3.1. The Contractor shall obtain and submit the latestwritten Site Clearance and Line Markings

Permit (SCLMR) prior to any ground disturbance. This is anextended process and should be submitted soon after NTP. Contractor's delay to completeSCLMR without a valid written justification to COR, KO and KS within (30) calendar days ofNTP about dig permit progress

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being out of Contractor's control announcement will accountfor Liquidated damages assessment without the justification for time extensionrequest.

1.5.4. Fire Protection.

1.5.4.1. Contractors shall review the Fire PreventionConstruction Guide 2025 prior to construction work.

1.5.5. Electrical.

1.5.5.1.1. Rio Grande Electric Co-op., Inc. (RGEC) hasservice lines close to building 51, approximately 20 feet. Contractors shall utilize caution when replacing theroof and shall stay 10 feet away from the service conductor.

1.5.5.1.2. Electrical work will be required for the removaland reinstallation of the HVAC units. Electrical reconnections shall be made in accordance with all currentand applicable Codes.

1.5.5.2. Disconnect, reroute, extend and reconnect existingpower feeders and control circuits (conduit and wiring) feeding any existing roof and or wall mountedequipment which is indicated to be removed, raised and/or relocated and as required by theContract.

1.5.5.3. Provide weatherproof exterior junction boxes, whenrequired.

1.5.5.4. Make connections to mechanical equipment by using amaximum 18-inch length of liquid tight flexible steel conduit.

1.5.5.5. Relocate and reconnect existing disconnect anyswitches presently installed on existing roof mounted equipment indicated to be removed, raised and/orrelocated.

1.5.5.6. Temporarily strap and protect all light fixtures orelectrical devices to allow for construction.

Reinstall once construction is complete.

1.5.5.7. Remove all existing abandoned electrical conduitand wiring at exterior of building.

1.5.6. Telecommunications.

1.5.6.1. Furnish incidental work and materials todisconnect, remove, store, secure, protect, and reinstall applicable roof telecommunication equipment, connections,and features. Protect temporary terminations. Any communication cable either Fiber or Coppercoming in aerially into the building will need to be decommissioned, prevented from beingdamaged, 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 TheProject Manager Network Enterprise

Center (NEC). Operations & Plans Branch via the COR.

1.5.6.2. Current I3A Army Communication Standards 2010. Ifany communication lines, equipment, or hardware is disturbed, it will need to be reinstalled IAWthe most current 3 UFC 580-01 ISP

Communication Standards.

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1.5.6.3. If any communication lines need to be moved, pleasedo so IAW I3A and UFC standards. If trenching or marking is required, please submit requests tousarmy.bliss.106-sig-bde.mbx.nec dig-permits@mail.milas we are not tied in with 811. [1] Please contact the Network Enterprise

Center (NEC) before disturbing any communications equipmentthe contractor may come across

(network switches, fiber lines, etc.). Please do not disposeof any communications equipment the contractor may come across. Please request a site visit bythe NEC NLT 7 days prior to work start date and NLT 7 days prior to project completion to ensuresurveys and inspections ensuring communication lines are operational. If fiber needs to bepulled through duct banks, please ensure pathways have been checked and cleared.

1.5.7. Mechanical/Plumbing/HVAC.

1.5.7.1. Remove existing evaporative coolers and associatedduct work, prepare the area for new metal duct work. Evaporative coolers shall be protected and storedduring construction. Provide a temporary, watertight cover at the exterior side of theexisting duct openings on the building.

Contractor to test HVAC equipment prior to construction andonce construction is complete to ensure that equipment is operational.

a. New ductwork; minimum of 20-gauge galvanized duct withPittsburgh folded seam slip joints, typical.

1.5.7.2. Remove and replace all condensate drain piping atall evaporative cooler units. Ensure proper drainage to away from building.

1.5.7.3. Provide new steel condensate drain pans at allexisting evaporative coolers.

1.5.7.4. Verify that rooftop utilities and service pipingaffected by the Work have been shut off before commencing Work.

1.5.7.5. Contractor shall provide temporary heating andcooling on the interior side of the building as necessary during construction. Contractor shall provide aplan showing the temporary heating/cooling approach to condition building to ESD forreview and approval.

1.6. Attachments.

A. As-built requirements-Memo

B. CERTIFICATE OF ASBESTOS_LEAD_PCBs or Other RegulatedToxic Substances

C. Contractor Requirements Document

D. CX-Log

E. DPW-RFI Template

F. Drawing sets: DWG_FY25_0051_FE 10398 8J_Repair-ReplaceDamaged Roof Due to

High Winds

G. ENG_FORM_4025-R

H. ENG_FORM_4288-R, Submittal Register

I. Fort Bliss Fire Prevention Construction Guide 2025

J. iWatch Training for Contractors

K. SCLMR_2024-10-09

L. TRADOC FORM 928-R-E, Material Approval Submittal

M. DD Form 1354

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N. Specifications: All Unified Facilities GuideSpecification (UFGS) shall be used for this project including but not limited to those listed below. Allspecifications 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 42 91 REMOVAL AND SALVAGE OF HISTORIC CONSTRUCTION

MATERIALS

UFGS 02 82 00 ASBESTOS

UFGS 02 83 00 LEAD REMEDIATION

UFGS 03 01 00 REHABILITATION OF CONCRETE

UFGS 03 30 00 CAST-IN-PLACE CONCRETE

UFGS 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

UFGS 05 05 23.16 STRUCTURAL WELDING

UFGS 05 12 00 STRUCTURAL STEEL

UFGS 05 50 14 STRUCTURAL METAL FABRICATIONS

UFGS 06 10 00 ROUGH CARPENTRY

UFGS 07 31 13 ASPHALT SHINGLES

UFGS 07 60 00 FLASHING AND SHEET METAL

UFGS 07 92 00 JOINT SEALANTS

UFGS 09 01 90.50 PREP FOR HISTORIC WOOD AND METAL PAINTING

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

O. Hazardous Materials Surveys

Asbestos & Lead Survey_Bldg-51_20050110

PART 2 - GENERAL REQUIREMENTS.

2.1. Basic Guidelines.

2.1.1. Preconstruction Conference. Prior to the start of anyconstruction work an authorized representative of the KO will schedule and conduct apreconstruction conference. The notification will include specific details regarding the date, time, andlocation of the conference, any need for attendance by sub-Contractors, and information regarding theitems 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 beprepared and signed by the Contractor.

The minutes shall be sent to the COR for review and approvalno later than 24 hours after the meeting.

2.1.2. Construction Documents. Contractor shall have a copyof the Contract, Scope of Work (SOW), Drawings, and specifications at the construction site at alltimes.

2.1.3. Licenses and Permits. The Contractor shall verify alldimensions and investigate existing site conditions prior to submitting proposal. The Contractorshall, without additional expense to the

Government, be responsible for obtaining any necessarylicenses 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 HealthAdministration (OSHA) regulations, Army and installation regulations.

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

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

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

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

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

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2.1.6.2. Parking. The Contractor shall ensure that itspersonnel use designated parking areas only. Personal and non-construction related vehicles shall not be parked ongrassy, gravel, or landscaped areas

(unless identified as acceptable in drawings).

2.1.7. Buy American Act. Construction Materials. Applying tocontracts for the construction, alteration, or repair of any public building or public work in theUnited States, the Contractor shall utilize commercially available off-the-shelf (COTS) constructionmaterials in accordance with Executive

Order 10582 and 41 U.S.C. chapter 83, Buy American.

2.2. Key Personnel. The personnel listed below areconsidered 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 (includingproposed substitutions) in sufficient detail to permit evaluation of the impact on this Contract. Theproposed substitution of personnel must meet or exceed the experience and other technicalrequirements of the personnel being replaced.

No change in personnel shall be made by the Contractorwithout the prior written consent of the

KO. However, in urgent situations, as determined or agreedto by the KO, an oral request to substitute key personnel may be approved and subsequentlyratified by the KO in writing. Such ratification shall constitute the consent of the KO requiredby this paragraph. The KO will notify the Contractor within ten (10) working days after receipt ofall required information of the decision on the substitution(s). In the event the proposedsubstitution of key personnel does not meet or exceed the experience and other technical requirements ofthe personnel being replaced, substitution of acceptable replacements for the individualsas specified below. The key personnel listed below may, with the consent of the contractingparties, 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 theGovernment's Point of Contact (POC) for projects and administration of construction. Per project, the PM isaccountable for:

2.2.1.1.1. Management of performance of all tradeContractors, review and analysis of SOW, architectural and engineering drawings and specifications; ensuringcontract documents and regulations are comprehended and followed; supervision of ConstructionSuperintendent(s), reviewing and approving their reports, submittals, monitor reporteddifficulties, and correcting safety violations/ deficiencies; developing, tracking, updating and controllingconstruction schedule; project management plan, and associated costs to achieve completionof 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 proficiencyat speaking, listening, reading, and writing in

English.

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2.2.1.2.2. Experience. Five (5) years of experience (withinthe 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 onecompetent superintendent for each project. The superintendent shall be accountable for overall supervisionand management of job site coordination, day-to-day operations, schedule adherence,enforcement of safety and quality, managing subcontractors, has authority to act for theContractor, and shall be on site at all times during Construction. The superintendent is required toattend facility turnover meetings (Red Zone meetings), partnering meetings, and quality controlmeetings. The qualification requirements for the alternate superintendent are the same as for thesuperintendent.

2.2.2.1. The Superintendent shall possess the following:

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

English.

2.2.2.1.2. Experience. Five (5) years' experience (withinthe last ten (10) years) working as a Construction

Superintendent (or in a position with equivalentresponsibilities), managing multiple construction projects simultaneously related to the project. Thesuperintendent must be familiar with the requirements of Engineering Manual (EM) 385-1-1 and haveexperience in the areas of hazard identification and safety compliance. The individual must becapable of interpreting a critical path schedule and construction drawings. The KO may request proofof the superintendent's qualifications at any point in the project if theperformance of the superintendent is in question.

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

Contractor's safety program(s) and plan(s). Contractor shallassign one SSHO for each project who will work simultaneously as the SSHO and QCM. The SSHOshall be on site at all times during construction to implement and administer theContractor's safety program and

Government-accepted Accident Prevention Plan. An alternateshall be identified in the

Construction Safety Plan to serve in the event of the SSHO'sabsence. The requirements for the alternate are the same as the SSHO. The SSHO shall meet therequirements of EM 385-1-1 Section

1. The SSHO must ensure that the requirements of 29 CFR1926.16 are met for the project. It is responsibility of the Contractor to express to the KO in theevent 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 allaspects relating to safety. The SSHO responsibilities include, but are not limited tofacilitating and ensuring the completion of facility safety assessments/investigations of reportable andnon-reportable mishaps involving personal injury accidents, property damage, and cases of occupationalillnesses; recording accident reports in an accurate, complete, and timely manner; assuring thatclaims for injuries and illnesses are posted in the Occupational Safety and Health Administrationlog; promoting and furnishing applicable safety and health, accident prevention, andinvestigation training for Contractor's employees; assessing and evaluating work environment,identifying potential hazards, and aiding

Contractor, Construction PM, and Construction Superintendentduring work place inspections;

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

2.2.3.2. The Safety Manager shall possess the following:

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

English.

2.2.3.2.2. Experience. Five (5) years' experience (withinthe last ten (10) years) working as a SSHO (or in a position with equivalent responsibilities), identifyingpotential risks and hazards, investigating accidents, and promote occupational safety on multipleconstruction projects, simultaneously, related to the project.

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

(CSHO) in construction or Master Certification (MC) from anOSHA Training Institute Education

Centers.

2.2.4. QCM. The QCM shall be accountable for overallsupervision and management of the construction's quality control and management program(s) andplan(s). Contractor shall assign one QCM for each project who will work simultaneously asSSHO and QCM. The QCM shall be on site at all times during construction and alternate shallbe identified in the Construction Quality

Control Plan to serve in the event of the QCM's absence. Therequirements for the alternate are the same as the QCM. It is the responsibility of theContractor to express to the KO in the event that due to the complexity of the project, one employee willbe required for each position.

2.2.4.1. The QCM is to be the Government's POC for allaspects relating to quality control. the QCM responsibilities include but are not limited to thesupervision and management of the Contractor's quality control and management program(s) and plan(s) inaccordance with specifications;

inspecting work for conformance to project plans andspecifications identifying issues arising during construction and verifying that deficiencies havebeen corrected; recording and notifying the PM and/or Superintendent of problems on a timely basisso that corrections can be made without impact to the project schedule; creating, updatingand 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 reviewand 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, andpurchasing agents; tracking preparatory, initial, and follow-up control phases and control, verification, andacceptance tests including documentation; continuing development of the project QualityControl Plan to address the specific needs of task orders, as required; examining the work areato assure that all required preliminary work has been completed and is in compliance with thecontract; reviewing drawings and each paragraph of applicable specifications, reference codes, andstandards 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 proficiencyat speaking, listening, reading, and writing in

English.

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

2.3. Utilities. The Government will provide electricity andwater for Contractor use in conjunction with this contract where available, and commodities will beat no cost to the Contractor. The

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Contractor shall instruct employees in utilitiesconservation practices. The Contractor shall be responsible for operating under conditions that preclude thewaste 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 contactthe 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 anticipatedutility 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 interruptionsafter normal working hours or on

Saturdays, Sundays, and Government holidays unless directedotherwise. Conform to procedures required in paragraph Work Outside Regular Hours.

2.3.2. Portable Latrines. The Contractor shall beresponsible for furnishing portable latrines hand washing stations as required by OSHA and American NationalStandards Institute (ANSI), for the use of employees at such locations as designated by the KOor COR.

2.4. Hours of Operation.

2.4.1. Normal Work Hours. The Contractor shall perform allwork 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 holidaysor when the Government facility is closed due to local or national emergencies,administrative closings, or similar

Government directed facility closings. The Contractor shallnot be reimbursed when the

Government facility is closed for the above reasons.

2.4.1.1. Federal Government Holidays. For Governmentholidays visit https://www.opm.gov/policy-data oversight/pay-leave/federal-holidays[1] /#url=Overview.

2.4.1.2. This list of holidays relates to Government dutydays and is not intended to supplement or otherwise alter the provisions of any Wage Determinationregarding applicable paid holidays.

2.4.1.3. It is understood and agreed between the Governmentand the Contractor that observance of such days by Government personnel will not be a reason for anadditional period of performance, or entitlement of compensation except as set forth within thecontract. In the event the Contractor's personnel work during the holiday, the Contractor mayreimburse them; however, no form of holiday or other premium compensation will be reimbursedeither as a direct or indirect cost, other than their normal compensation for the time worked, unlessstipulated otherwise. This provision does not preclude reimbursement for authorized overtime workif applicable.

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

2.4.1.4. If Government personnel are furloughed, theContractor shall contact the KO or the COR to receive direction. It is the Government's decision as towhether the contract price/cost will be affected as a result of Government shutdown and/orfurloughed Government employees. In the event that Government shutdown and/or furloughed Governmentemployee does impact contract price/cost, a negotiated settlement will be reached asdeemed appropriate by the KO.

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2.4.2. Approval of Work Outside Normal Work Hours. Workoutside regular working hours requires

KO approval. Make application fifteen (15) calendar daysprior to such work to allow arrangements to be made by the Government for inspecting thework in progress, giving the specific dates, hours, location, type of work to beperformed, contract number and project title.

Based on the justification provided, the KO may approve workoutside regular hours. During periods of darkness, the different parts of the work must belighted in a manner approved by the

KO.

2.5. Approval of work other than normal work-hours of themilitary reservation will be based upon the requirements of the task, technical or safety factors andnot for the convenience of the Contractor.

This is not intended to restrict the Contractor to an 8-hourday if the segment of project requires continuous work until completed because of missionrequirements, the technical nature thereof, in the interest of safety, or to prevent damage to theproject or other property. The Contractor shall give prior notice of such requirements to the KO. The KO mayauthorize 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 Contractorshall be notified at the onset of the project, but not less than 24 hours in advance.

2.6. Historical Properties. All work performed on historicproperties, or within historic districts and view sheds, shall meet the Secretary of Interior's Standardsfor the Treatment of Historic

Properties; AR 200-1: Environmental Protection andEnhancement; the Fort Bliss Integrated

Cultural Resource Management Plan (ICRMP); the Fort BlissProgrammatic Agreement for the

Management, Operation, and Development of HistoricProperties; and all associated regulations. The code of Federal Regulations can be found ateCFR :: 36 CFR Part 68 -- The

Secretary of the Interior's Standards for the Treatment ofHistoric Properties.

2.6.1. The Historic Architecture Program within the FortBliss Directorate of Public Works -

Environmental Division (DPW-ED) or DPW-ED Cultural ResourceManager (CRM) shall review and approve the project before any work begins. Allcoordination with DPW-ED shall be made through the COR.

2.6.2. The Contractor shall comply with all of the…