Solicitation Amendment W911SG25BA0220002 SF 30.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER.

If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Section 00 01 15 - List of Drawing Sheets

The attachments table has changed from:

Identifier Document Name Document Description Reference Identifier

Date Line Item Page Numbers

Document Type

Provided Under Separate Cover

W911SG25BA022

Building 113 Roof Drawings

Drawings 25 Jul 2025 8 Attachment No

W911SG25BA022

Building 113 Statement of Work

UPDATED

Statement of Work 29 Jul 2025 40 Attachment No

Wage Determination

TX20250245

Wage Determination 28 Jul 2025 7 Attachment No

To:

Identifier Document Name Document Description Reference Identifier

Date Line Item Page Numbers

Document Type

Provided Under Separate Cover

W911SG25BA022

Building 113 Roof Drawings

Drawings 25 Jul 2025 8 Attachment No

W911SG25BA022

Amended Statement of Work

Statement of Work 15 Aug 2025 41 Attachment No

Wage Determination

TX20250245

Wage Determination 28 Jul 2025 7 Attachment No

Bldg 113 Statement of Work Amendment Narrative

Statement of Work Narrative 15 Aug 2025 2 Attachment No

RFI Answers Bldgs 51 112-115

RFI Questions and Answers 15 Aug 2025 3 Attachment No

W911SG25BA022

Asbestos and Lead Survey Bldg 113

Asbestos and Lead Survey 15 Aug 2025 127 Attachment No

The following contract documents were added:

Bldg 113 Statement of Work Amendment Narrative RFI Answers Bldgs 51 112-115 W911SG25BA022 Amended Statement of Work W911SG25BA022 Asbestos and Lead Survey Bldg 113

The following contract documents were deleted:

W911SG25BA022 Building 113 Statement of Work UPDATED

The following contract documents Page Counts were changed:

DOCUMENT PAGE COUNTS

W911SG25BA0220002

DOCUMENT NAME FROM TO

W911SG25BA022 Amended Statement of Work 40 41

Bldg 113 Statement of Work Amendment Narrative none 2

RFI Answers Bldgs 51 112-115 none 3

W911SG25BA022 Asbestos and Lead Survey Bldg 113 none 127

Miscellaneous text in this section has been added to:

Directorate of Public Works

August 14, 2025

Amendment 01 Narrative - FY25 - 113 - FE 10128 5J - Repair Replace Shingle Roof

Statement of Work

1. Specific Work Requirements, Section 1.4.5.9 - Revise third sentence to read, "Provide new diamond-shaped, flat metal shingle, with hidden fasteners as manufactured by ATAS International, Inc. "Castle Top HCT160" .032 aluminum shingles with embossed texture and KYNAR 500 finish including rolled hip caps and vented ridge caps or approved equal."

2. Specific Work Requirements, Section 1.4.5.9 - Revise last sentence to read, "Warranty to include: 2-year installer's warranty, 30-year coverage for paint, 20-year coverage against defects, and 20-year coverage for weathertightness in accordance with manufacturer's (ATAS International, Inc.) warranty".

-END OF AMENDMENT 01-

Section 00 21 13 - Instructions to Bidders

Miscellaneous text in this section has been modified to:

INSTRUCTIONS TO BIDDERS

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS

1. Description of the Project:

The Directorate of Public Works (DPW) at Fort Bliss, TX has a new requirement that consists of repair /replacing the roof at Building 113 on Pershing Rd on Fort Bliss, TX.

2. Instructions to Bidders:

2.1. You are invited to submit a bid in response to our Invitation for Bids (IFB) W911SG- 25-B-A022 Building 113 Repair/Replace Roof, at 1100 MDT August 27, 2025 at Ft. Bliss, TX, Bldg 111 Rm 220.

2.2. As a result of this solicitation, the Government intends to award a Firm Fixed Price (FFP) contract resulting from this solicitation to the responsible bidder whose bid, conforming to the invitation for bids, will be most advantageous to the Government, considering only price.

2.3. This solicitation is set-aside 100% for HUBZone.

3. NOTICE OF PRE-BID CONFERENCE AND SITE VISIT:

3.1. A Pre-bid conference will be conducted on 6 August 2025, at 9:00AM MDT for the purposes of briefing on the bid requirements and answering questions regarding this solicitation. This conference will be held at the parking lot of BLDG 111 Pershing Rd Fort Bliss, TX. Interested Contractors are highly encouraged to attend pre-bid conference however it is not mandatory. The site visit will be held following the conference.

3.2. The conference/site visit is limited to a maximum of two (2) attendees per company. Contractor representatives should be prepared to furnish identification if requested.

Email the following attendees to Jakeb James at jakeb.i.james.civ@army.mil

COMPANY NAME

POC Name and position title Telephone Number

Individual or group questions will not be answered during the site visit. Potential bidders may submit written questions in accordance with number 4 (below) of this instructions to bidders section.

3.3. Information provided at this conference or site visit shall not qualify the terms and conditions of the solicitation and specifications. Terms of the solicitation and specifications remain unchanged unless the solicitation is amended in writing. If an amendment is issued, normal procedures relating to the acknowledgment and receipt of solicitation amendments shall apply.

3.4. A record of the conference shall be made and furnished to all prospective bidders via posting at https://sam.gov/.

4. FORMAL COMMUNICATION, OFFEROR EXPLANATIONS:

Submit all questions in the format shown below by email to the contracting office at the addresses shown below. Do NOT contact DPW directly. Doing so will only delay your answer. All questions must come through the Contracting Office.

Subject Line: Reference No. SOLICITATION W911SG-25-B-A022 Email: jakeb.i.james.civ@army.mil

PRE-BID INQUIRY FORMAT

Date of Bid Inquiry:

From: Company Name:

Address:

Phone Number: Fax Number:

Email address:

Bid Inquiry: (Please clearly state your question) (If sent via an attachment word docs are preferred to facilitate posting of answers to the master Q&A document.)

4.1. Any explanation desired by bidder regarding the meaning or interpretation of the solicitation, or proposals, drawings, specifications, etc. must be requested in writing and with sufficient time allowed for a reply to reach bidders before the submission of their bid.

4.2. All questions and requests for information (RFI) must be received NO LATER THAN 13 August

2025, 10:00AM MDT. BIDDERS ARE STRONGLY ENCOURAGED TO

SUBMIT QUESTIONS EARLY IN THIS PROCESS. **After the due date no additional RFI's will be answered**

4.3. Any changes to the drawings, specifications, etc. will be issued in the form of an amendment.

However, any answers that clarify or provide an interpretation to the drawings, specifications, etc. will NOT be posted via amendment but rather as a response to the RFI on SAM at https://sam.gov/

4.4. Receipt by the bidder must be acknowledged in the space provided on the SF 1442 or by returning a signed copy of the amendment by the time set for receipt of bids.

4.5. All technical data related to this solicitation will be distributed using the SAM Contract Opportunities (https://sam.gov/) system. SAM is a web-based dissemination tool designed to safeguard acquisition-related information for all Federal agencies. Interested bidders/offerors must register with SAM before accessing the system.

4.5.1. Amendments, if/when issued will be posted to https://sam.gov/ for electronic downloading. This will normally be the only method of distributing amendments prior to closing; therefore, it is the offerors responsibility to check the website periodically for any amendments to the solicitation. Websites are occasionally inaccessible due to various reasons.

5. SUBMISSION OF BIDS: ELECTRONIC SUBMISSION OF BIDS, TO INCLUDE E-MAIL, AND

FACSIMILE TRANSMISSIONS ARE NOT AUTHORIZED.

5.1. The Government will not be responsible for bids delivered to any location or to anyone other than those designated to receive bids on its behalf as indicated below. Bids shall not be addressed to any specific person. Any bids hand-delivered between 10:00AM and 11:00AM MDT on the due date shall only be delivered to the bid opening room at:

MICC-Fort Bliss, Room 220 111 Pershing Rd.

Fort Bliss, TX 79916

*Note: Late receipt of bids due to entry delays may not be deemed excusable and the Contracting Officer shall declare the bid "late" in accordance with FAR 14.304.

All bids must be clearly identified with the bidder's name and address. To ensure timely and proper handling, the lower left corner of the outermost wrapper should indicate the following:

Invitation for Bid No: W911SG-25-B-A022 Due Date of Bids: 27 August 2025 Time by which Bids are due: 11:00AM Title of Project: Building 113 Repair/Replace Roof

Bidders submission shall consist of one (1) volume hard copy, physically separated with detachable parts, and individually titled. Please note no thumb drives will be accepted.

TAB TITLE ORIGINAL (HARD COPY)

A COVER SHEET 1

B SF 1442/ AMENDMENTS 1

C TOTAL CONTRACT PRICE 1

D LETTER FROM BONDING COMPANY 1

E BID BOND GUARANTEE 1

F SUBCONTRACTOR LIST 1

G REPS & CERTS 1

H DIGITALLY SIGNED DRAWINGS 1

Bids delivered before bid opening must be delivered in person or by mail, including, Federal Express or United Parcel Service to the address as indicated below. The date and time of delivery established by these carriers is not the official time of receipt by the Government. Bidders are responsible for allowing sufficient time for the bid to be processed for receipt and are cautioned that sufficient time may be as much as 24 hours prior to the date and time designated for receipt of bids. Bids sent by Federal Express and United Parcel Service are required to be sent to:

MICC-Fort Bliss Attention: Jakeb James, Contract Specialist W911SG25BA022 Bldg. 111 Pershing Road Fort Bliss, TX 79916

*Note if you will be mailing your bid please ensure you allow enough time due to possible shipping delays due to COVID-19*

Bidders must allow sufficient time to complete security screening to gain admittance to Fort Bliss, TX.

The Government will not be responsible for bids delivered to any location or to anyone other than those designated to receive bids on its behalf. Bidders are responsible for ensuring bids are submitted so as to reach the location designated for receipt of bids.

6. PUBLIC BID OPENING:

The bid opening will occur at the time and date specified in Block 13 of the SF1442: MICC-Fort Bliss, Room 220 111 Pershing Rd Fort Bliss, TX 79916

7. WAGE DETERMINATION:

Construction Wage Rates are applicable to this project TX20250245 as shown in Section 00 30 00 and provided as separate attachment.

8. BID PREPARATION EXPENSES AND PRE-CONTRACT COSTS:

This IFB does not commit the Government to pay costs incurred in preparation and submission of bids or for other costs incurred prior to award of a formal contract.

9. CLAUSES:

Clauses and provisions from the Federal Acquisition Regulation (FAR) and supplements are incorporated in this document by reference and in full text. Those incorporated by reference have the same force and effect as if they were given in full text.

10. SYSTEM FOR AWARD MANAGEMENT (SAM):

Bidder must be registered in the database IAW FAR 52.204-7 in order to be awarded a contract and have the applicable NAICS code listed in FAR 52.219-1(c), Small Business Program Representations (Alternate I), Representations.

11. DISPOSITION OF UNSUCCESSFUL BIDS:

In compliance with FAR Subpart 4.8, the Government will retain one copy of all unsuccessful bids including the bid bond.

12. BID CONTENT/BIDDERS QUALIFICATIONS:

IFB DOCUMENTS. Contract shall be awarded to the responsive/responsible prospective contractor considering only price. Before award, to be determined responsive, a prospective contractor must furnish the following information with their bid:

a. TAB A: Cover Sheet. Coversheet shall be on company letterhead and must contain your Unique Entity Identified (UEI), CAGE code, Tax ID, and authorized representative(s) who can obligate your company contractually, sign the bid, and sign, other contract actions; include telephone number with area code and complete email address for each authorized representative.

b. TAB B: Signed and completed SF 1442 along with any amendments. The SF1442 shall be submitted fully completed. The Contractor shall acknowledge any amendments to the IFB in accordance with the instructions on the SF1442. All bidders are cautioned to complete blocks 20a-20c with an original signature in block 20b. Failure to provide all of the above requirements shall render your bid nonresponsive.

c. TAB C: CLIN Price and Total Contract Amount. The Bidders shall provide page 3 and 4 of the solicitation pricing each CLIN individually and include the OVERALL contract price.

d. TAB D: Letter from Bonding Company. Letter must indicate the bidder's ability to obtain performance and payment bonds in the amount of their bid. Failure to provide this letter shall render your bid as nonresponsive.

e. TAB E: Bid Bond Guarantee. Per FAR 52.228-1, failure to provide a bid bond guarantee per FAR 52.228-1 shall render your bid nonresponsive.

f. TAB F: Subcontractor List. Bidders shall submit a list of proposed subcontractors as an attachment to their bid. If bidder does not intend on utilizing subcontractors (self- perform), Bidder shall state so in their bid.

g. TAB G: REPRESENTATIONS, CERTIFICATIONS. The bidder shall ensure that their business has completed an online Representations and Certifications at the System and Awards Management (SAM) website, which may be found at https://www.sam.gov/portal/public/SAM//. It is the bidder's responsibility to ensure that the information provided in each representation and certification is completed truthfully and completely. A bidder's failure to complete the online representations and certifications prior to the close of the Solicitation (to include listing of the applicable NAICS code and applicable size standards) will result in their bid being deemed non- responsive and eliminated from further consideration. Bidders shall submit the representations and certifications listed in Section K or provide a printed version of the documents from their corporate SAM profile. Bidder must be registered in the database IAW FAR 52.204-7 in order to be awarded a contract and have the applicable NAICS code listed in FAR 52.219-1(c), Small Business Program Representations (Alternate I), Representations.

h. TAB H: DIGITALLY SIGNED DRAWINGS. Bidders shall submit a copy of signed drawings, file name: W911SG25BA022 Bldg 113 Roof Drawings. Please note drawings shall be digitally signed.

Failure to provide digitally signed drawings shall render your bid as nonresponsive.

Questions and Answers for Roof Projects; Buildings 51, 112-115

1. Buildings 112-115 currently call for ATAS Metal Shingles. The project specifications require a watertight roof system with a 20-year No Dollar Limit (NDL) warranty. Upon inquiry with ATAS, their representative confirmed they offer a 30-year finish warranty, not a 20-year NDL warranty for the roof system. Given this, would substitutions or value-engineered proposals be considered for alternative snap-lock or mechanically seamed metal roof systems that can provide the specified 20-year NDL warranty?

a. COR RESPONSE: Revise the last sentence in the Statement of Work (SOW) Section 1.4.4.10 for buildings 112, 114, and 115 and Section 1.4.5.9 for building 113 to read: "Warranty to include: 2-year installer's warranty, 30-year coverage for paint, 20-year coverage against defects, and 20-year coverage for weathertightness in accordance with manufacturer's (ATAS International, Inc.) warranty."

2. The current design and specifications appear to limit the scope to a proprietary product, which may restrict competitive bidding. Can we use alternate manufacturers?

a. COR RESPONSE: Buildings 112, 113, 114, 115 and 51 are all on the National Register of Historic Places. The National Register of Historic Places is the official list of the Nation's historic places worthy of preservation. Authorized by the National Historic Preservation Act of 1966, the National Park Service's National Register of Historic Places is part of a national program to coordinate and support public and private efforts to identify, evaluate, and protect America's historic and archeological resources. The Park Service's historic preservation work is governed by federal law (United States Code [USC] and Public Laws [PL]), federal regulations (Code of Federal Regulations [CFR]), Presidential executive orders, and orders issued by the Director of the National Park Service. The State Historic Preservation Officer (SHPO) administers the State historic preservation program. The SHPO must carry out a historic preservation planning process that includes the development and implementation of a comprehensive statewide historic preservation plan that provides guidance for effective decision making about historic property preservation throughout the State. The SHPO has already given guidance and approved the specified metal shingle on two adjacent buildings (116 &117). The new metal shingle roofs for buildings 112-115 shall match what has already been installed at buildings 116 and 117 which is the ATAS International, Inc. "Castle Top HCT160". All Prior Approval requests must be received before the Bid Due date for review and approval by the COR and Historic Preservation Specialist. Any Contractor requesting a Prior Approval is responsible for researching, verifying, and providing written technical documentation from both (specified and substitution) manufacturers confirming that the substituted material performs above and beyond the specified metal shingle as noted in the SOW and Drawings and is equal in same shape, color and weight.

3. What is the anticipated time required for contractors to gain entry to the base each day, and what identification or security information will be required for personnel, vehicles, and equipment?

a. COR RESPONSE: Per the Statement of Work Section 2.4.1, 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." If the awarded Contractor would like to request different work hours, this shall be coordinated with the COR and the User for approval.

4. If additional lead or asbestos is found during demolition, will abatement be treated as a change order or is a unit price schedule expected in the bid?

COR RESPONSE: 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 and/or lead-containing materials, work must be conducted by a Licensed Abatement Company. If any suspected Asbestos Containing Materials (ACM) or Lead Based Paint (LBP) is found during construction (not tested in the HazMat surveys) and need to be disturbed, they must first be tested for asbestos and lead and the Contractor shall notify the COR. If it is determined that ACM and/or LBP is present, only the KO will determine if a Modification to the project will be approved and if approved to proceed, the MICC will request a Proposal for the work.

5. Are there any anticipated historical structural elements that may require refurbishment or repair in coordination with roof system installation that bidders should account for in pricing and schedule?

COR RESPONSE: Any incidental work that affects the structural integrity of the building or requires refurbishment that is beyond the Scope of Work shall be brought to the attention of the COR who will inform the KO for guidance on how to proceed prior to the Contractor proceeding with construction in the area in question.

6. Speak to the manufacturer ATAS and they don't provide a 20-year no dollar limit manufacturer's watertight warranty. Can you please clarify?

COR RESPONSE: See COR RESPONSE for question 1, a, this document.

7. Are you allowing substitution on the profile for manufacture's watertight warranty?

COR RESPONSE: See COR RESPONSE for question 1, a, this document.

Section 01 00 00 - General Requirements

Miscellaneous text in this section has been modified to:

Directorate of Public Works

Engineering Services Division

Fort Bliss, Texas

STATEMENT OF WORK

FY25 -113 - Repair Replace Shingle Roof

FE 10128 5J 14 AUG 2025

AMENDMENT 01

Table of Contents

PART 1 - DESCRIPTION OF WORK 4

1.1. Objectives. 4

1.2. Period of Performance. 4

1.3. Place of Performance. 4

1.3.1. Occupancy: 4

1.4. Specific Work Requirements. 4

1.4.1. 4

1.4.2. . 5

1.4.3. 5

1.4.4. Architectural 5

1.4.4.1. Building 113 is a historical building 5

1.4.4.18. Scrape, prime, and paint Error! Bookmark not defined.

1.4.4.27. 8

1.4.5. Structural 8

1.4.6. Civil 8

1.4.7. Fire Protection 8

1.4.8. Electrical 8

1.4.8.2. . Error! Bookmark not defined.

1.4.9. Telecommunications 9

1.4.10. Mechanical/Plumbing/HVAC 10

1.5. Attachments 10

PART 2 - GENERAL REQUIREMENTS 12

2.1. Basic Guidelines 12

2.1.1. Preconstruction Conference 12

2.1.2. Construction Documents 12

2.1.4. Contractor Furnished Items 12

2.1.5. Installation Property 12

2.1.6. Contractor Vehicles 12

2.1.7. Buy American Act. Construction Materials 13

2.2. Key Personnel 13

2.2.1. PM 13

2.2.2. Superintendent 14

2.2.3. SSHO 14

2.2.4. QCM 15

2.3. Utilities 15

2.3.1. Utilities Cutovers and Interruptions 16

2.3.2. Portable Latrines 16

2.4. Hours of Operation 16

2.4.1. Normal Work Hours 16

2.4.1.1. Federal Government Holidays 16

2.4.2. Approval of Work Outside Normal Work Hours 17

2.6. Historical Properties 17

2.7. Environmental 18

2.7.1. Permits. 18

2.7.4. Construction Waste Management and Disposal 19

2.7.4.1. Salvage, Waste, and Disposal 19

2.7.4.11. Archaeology. 21

2.7.5. Natural Resources Program 21

2.7.6. Pollution Prevention Act (PPA) 22

2.7.7. Noise Control 22

2.8. Safety 22

2.8.1. Accident Prevention Plan (APP)/Safety Plan 22

2.8.2. Activity Hazard Analysis (AHA) 23

2.8.3. Army Radiation Permit. 23

2.8.4. Federal Aviation Administration (FAA) Notice Requirements 23

2.9. Quality Control (QC) 24

2.9.1. QC Program Requirements 24

2.9.2. QCM 24

2.9.3. Contractor Quality Control (CQC) Plan 24

2.9.4. Contractor Quality Control Meetings 26

2.9.5. Contractor Quality Control Inspections 26

2.10. Security 29

2.10.1. Security Requirements 29

2.10.2. Physical Security 29

2.10.3. Key Control 29

2.10.4. Security of Classified Items, Systems and Information. 29

2.10.5. Security of Staging Area 29

2.10.6. Antiterrorism / Operations Security (AT-OPSEC) 30

2.11. Submittals/ Deliverable Requirements. 31

2.11.2. Pre-Construction Submittals / Deliverables Package 32

2.11.3. Construction Submittals/Deliverables Package 33

2.11.3.21. Close-out Submittals / Deliverables Package 37

PART 3 - APPLICABLE PUBLICATIONS AND FORMS. 40

3.1. Applicable Publications 40

PART 1 - DESCRIPTION OF WORK

1.1. Objectives. Remove existing asphalt shingle roofing system at building 113 and provide a new metal shingles. Project includes some wood plank deck replacement, new self-adhering underlayment, new metal roof shingles, existing wood soffit and fascia repair and paint, the reinforcement of rafters exposed at soffit, new prefinished drip edge, gutters, and downspouts. Provide a six-nail pattern at each shingle installation. Install in accordance with roofing manufacturers details required to meet manufacturer's 30-year roof warranty 120 mph wind speed coverage. Building 113 is a historical building and the Cultural Resource Manager approval coordinated through the Contracting Officer's Representative (COR) is required for all new materials and paint colors. 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.

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

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 113 Pershing Road located within the Fort Bliss TX Installation.

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

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 November 2011 at Building 113. No asbestos was detected on the materials tested; however, lead was identified in some building materials.

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 and/or lead-containing materials, work must be conducted by a Licensed Abatement Company.

If additional materials, not tested in these surveys, need to be disturbed, they must first be tested for asbestos and lead. Contact DPW-ED for additional testing. Failure to manage present hazardous materials may expose workers, building occupants, and their families to toxic substances, which include carcinogens.

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

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

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

1.4.5. Architectural.

1.4.5.1. Building 113 is a historical building with an existing hip roof design, with asphalt shingle. The Cultural Resource Manager approval coordinated through the COR is required for all new materials and paint colors. Custom paint color matching may be required as part of this project. New material profiles, dimensions and textures may be required to match exiting. Paint colors may require custom color matching. Existing building character defining features shall be protected before, during and after construction. Character defining features include but are not limited to ridge vents, chimneys, existing fascia/double fascia profiles, beadboard soffit profiles, and columns. Work shall be performed with care so as not to damage the historical building and features. The Fort Bliss Historic Preservation Specialist /Architectural Historian and COR shall discuss the historical significance and value of the building with the Contractor and subcontractors before Construction begins.

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

1.4.5.3. 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.

1.4.5.4. 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.

1.4.5.5. 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.

1.4.5.6. 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.

1.4.5.7. 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.

1.4.5.8. 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.

1.4.5.9. Remove existing roofing system, including all flashing, down to structural wood plank deck and provide a new metal shingle roof system to include self-adhering underlayment and metal roof shingles.

Clean and prepare roof deck for new roofing system. Provide new diamond-shaped, flat metal shingle, with hidden fasteners as manufactured by ATAS International, Inc. "Castle Top HCT160" .032 aluminum shingles with embossed texture and KYNAR 500 finish including rolled hip caps and vented or approved equal. Color to be determined by the Fort Bliss Historic Preservation Specialist. ridge caps Provide a six-nail pattern at each shingle installation. Self-Adhering, high-temperature sheet underlayment: 45 mil homogeneous rubberized asphalt waterproofing compound, glass fiber reinforced designed specifically for use under sheet metal roofing. Thermal Stability: Resistant to 240 deg F; ASTM D 1970. Low Temperature Flexibility: Passes after testing at minus 20 deg F; ASTM D 1970 with Asphalt free felt: Conforming to ASTM D 226, polyolefin based, 100 percent asphalt free, high strength reinforced roofing underlayment. Contractor must comply with the Unified Facilities Criteria (UFC) for roofing (UFC 3-110-03 Roofing, with Change 5). Installer shall be certified by the proposed manufacturer for at least the previous five years. Warranty to include: 2-year installer's warranty, 30-year coverage for paint, 20-year coverage against defects, and 20-year coverage for weathertightness in accordance with manufacturer's (ATAS International, Inc.) warranty.

1.4.5.10. Contractor to include 700 SF of wood plank roof deck replacement, and/or infill including additional wood blocking. New planks shall be equal in dimension to existing roof planks. Contractor to field verify deck is sound and dry. Contractor to inspect for areas of deterioration and damage. Replace areas that exhibit signs of deteriorations or other conditions detrimental to securement of roofing system components, including roof edge flashings. If broken or loose fasteners that secure deck panels to one another or to the structure are observed or if deck appears or feels inadequately attached, notify the COR immediately.

1.4.5.11. Remove and replace all roof vent and flue flashing and 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. Provide continuous sealant at all joints.

1.4.5.12. Existing, historic ridge vents to remain and shall be protected during construction. Provide new metal flashing and sealant. Paint ridge vents with zinc paint to match existing color, two coats.

1.4.5.13. Remove existing metal edge flashing and drip edge and provide new 26-gauge, prefinished galvanized steel edge flashing and drip edge at roof perimeter, dimensions and profiles to be equal to existing. Contractor to field verify existing dimensions prior to demolition.

1.4.5.14. Remove existing gutters on east side of building and provide all new 24-gauge steel gutters with factory applied Kynar finish 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.

1.4.5.15. Remove existing downspouts on east side of building and provide new 24-gauge galvanized downspouts with factory applied Kynar finish. A minimum of four new downspouts shall be installed.

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 when possible. Provide new precast 30"L x 10"W x 3"H concrete splashblocks at each downspout.

1.4.5.16. Existing wood plank beadboard soffits, wood crown molding at soffit/building intersection, and fascia shall remain in place. Only components that are too damaged to repair are to be replaced, Contractor to assume 30 percent of each material listed to be replaced. Contractor to identify areas of wood that need replacement and review with the Government. New wood dimensions to be equal to existing, primed and painted (two coats). Contractor to field verify existing fascia dimensions and profiles prior to demolition. Beadboard soffit material to be approved by the Cultural Resource Manager prior to construction. Scrap, prime, and paint (two coats) existing soffits, 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 a smooth finish, fill any gaps or holes, prime the wood, and then apply exterior wood primer and two coats of exterior wood paint.

1.4.5.17. 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 and Cultural Resource Manager.

1.4.5.18. Repair all existing sandstone chimney caps with two-part concrete epoxy.

1.4.5.19. Stepped flashing shall be installed at all chimneys. Provide 26-gauge, prefinished galvanized steel flashing installed with each course of shingles. The upper edge of each flashing piece extends 2" above each course of shingles. The lower edge is held 1/2" above the butts of the succeeding course. The base flashing extends a minimum of 4" up the chimney and onto the roof. The one-piece cap flashing /counterflashing is inserted at least two inches into the brick mortar and filled with sealant. The length of each piece of cap flashing varies with the pitch of the roof; no step should be more than 3 bricks high.

The width also varies but should always be wide enough to cover 4" of the base flashing.

1.4.5.20. 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 that covers the next course of shingles. The apron joint with the base sheets is soldered horizontally and vertically.

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

1.4.5.22. Provide and install stainless steel chimney caps with bird screen.

1.4.5.23. Provide new permanent 'D' ring type fall protection roof anchors. Anchors shall be installed prior to roof system installation. Coordinate with the manufacturer to ensure installation will not void the roof warranty on shingle roofs. Installation of permanent anchors to comply with OSHA 1926.502(d)(15) and should be designed and installed with the oversight of a Qualified Person for Fall Protection.

Contractor to include the cost of wood blocking required to meet OSHA standards fall protection standards.

1.4.5.24. 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 Protection Professional (Journeyman).

1.4.5.25. 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.

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

1.4.6. Structural.

1.4.6.1. Provide a sister rafter at any rafters that are exposed during soffit replacement. Sister rafter shall be equal in dimension to existing rafters.

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

1.4.7. Civil.

1.4.8. Fire Protection.

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

1.4.9. Electrical.

1.4.9.1. Contractor to practice caution when repairing the roof at building 113. Rio Grande Electric Co-op., Inc (RGEC) has 53-feet of 336 MCM QUAD above the building. Contractor shall remain 10 feet from the service wire per RGEC.

1.4.9.2. Verify that rooftop utilities by the Work have been shut off before commencing Work.

1.4.9.3. Provide metal trim cover and sealant at electrical conduit at soffit on the north side.

1.4.9.4. Temporarily strap and protect all light fixtures or electrical devices to allow for construction.

Reinstall once construction is complete.

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

1.4.9.6. Where existing or new electrical conduit is located on a surface that is scheduled to be painted, the conduit shall be painted to match.

1.4.10. Telecommunications.

1.4.10.1. 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.

1.4.10.2. 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.

1.4.10.3. 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.

1.4.11. Mechanical/Plumbing/HVAC.

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

1.4.11.1. 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 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. Contractor Requirements Document

D. CX-Log

E. DPW-RFI Template

F. Drawing sets: DWG_FY25_0051_FE 10398 8J_Repair-Replace Damaged 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

N. Specifications: All Unified Facilities Guide Specification (UFGS) shall be used for this project including but not limited to those listed below. All specifications can be found at https://www.wbdg.org /guides-specifications)

UFC 3-110-03 ROOFING, WITH CHANGE 5

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 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 06 10 00 ROUGH CARPENTRY

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 - TBD

PART 2 - GENERAL REQUIREMENTS.

2.1. Basic Guidelines.

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

2.1.1.1. The Contractor's Project Manager (PM), Superintendent, and Quality Control Manager (QCM) shall attend this meeting. Minutes of the meeting will be prepared and signed by the Contractor. The minutes shall be sent to the COR for review and approval no later than 24 hours after the meeting.

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

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

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

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

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

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

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

2.1.6.2. Parking. The Contractor shall ensure that its personnel use designated parking areas only.

Personal and non-construction related vehicles shall not be parked on grassy, gravel, or landscaped areas (unless identified as acceptable in drawings).

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

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