36C25726R0054 0001.docx

5. PROJECT NUMBER (if applicable)

CODE

7. ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER

3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO.

1. CONTRACT ID CODE

FACILITY CODE

CODE

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:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(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 is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office.

is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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.

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

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

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

16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30

PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243 (Type or print) (Type or print) (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code) (If other than Item 6) (Specify type of modification and authority) (such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer) 504-26-116 Department of Veterans Affairs Network Contracting Office NCO17 1901 Veterans Memorial Dr. Building #171 Temple TX 76504 Department of Veterans Affairs Network Contracting Office NCO17 1901 Veterans Memorial Dr. Building 171 Temple TX 76504 To all Offerors/Bidders

36C25726R0054 01-21-2026

X X X X Amendment 0001 is provide a revised CAD drawing for building 34 and 46, revised Statement of Work (SOW) to change the shingle square footage. A price breakout form with the title corrected, and the attached site visit sign in sheet.

STATEMENT OF WORK

REPLACE AND CORRECT ROOF BLDG. 46

504-26-116

1. SCOPE: Provide all labor, supervision, materials, equipment, to replace the roof and introduce various components at the Amarillo Veterans Affairs (VA) Health Care Facility located in Amarillo, Texas 79106. This project involves replacing the flat and pitched roofs on Building 46 and the pitched roof on Building 34.

2. CONTRACTOR RESPONSIBILITIES: The Contractor shall exercise extreme care to avoid damaging Government property such as buildings, equipment, trees, shrubs, or turf. Any damage to Government property by the Contractor shall be repaired by the Contractor to its original condition at no additional cost to the Government. The contractor shall restore ALL disturbed grounds to existing conditions. The Contractor shall ensure that all materials are new, free from defects, imperfections and asbestos free (NO ASBESTOS CONTAINING MATERIALS SHALL BE USED ON THIS PROJECT).

3. SCHEDULE OF WORK: The Contractor shall notify the Contracting Officer’s Representative (COR). The Contractor shall schedule work through the COR. The Contractor shall coordinate work with COR NLT 3 days before starting work. Work shall be completed within seventy-five (75) days of the start date. Other contractors may be working in the same area performing other work. The contractor shall execute work in a manner so as not to impede other contract work.

4. HOURS OF WORK: The normal hours of work are 07:30 to 16:30 (4:30) Monday through Friday. Work shall be performed during normal work hours. Work to be performed in other than normal hours and shall be approved by the COR at least seven (7) Calendar Days prior.

Building 46 will have no access through the building most of the time. Contractor shall make a secure way to access to get on the roof. Access through the building shall be scheduled with the COR.

a. The Federal Holidays are as follows:

5. WORKMANSHIP: All work under this contract shall conform to the standards of these specifications. The Contractor at no additional cost to the Government shall correct work not meeting these specifications. Work shall be accomplished by mechanics skilled in the trade.

6. DAILY PROGRESS REPORTS: The Contractor shall provide daily progress report no later than 9:00 AM the following day of work accomplished the previous day to the COR by e-mail. Daily Progress Reports shall be typed and sent to the COR in PDF format.

7. WORKING CONDITIONS: The buildings and the surrounding site areas will be occupied, and Government operations will continue a normal, temporary or restricted basis for the duration of the contract. The Contractor shall take all precautions to ensure that his operations are conducted in a manner so as not to interfere with the normal operation of surrounding facilities. The Contractor shall execute work in a safe manner and shall not subject personnel to unsafe conditions. The Contractor shall provide safety barricades, devices, and equipment to protect personnel and property and repair damage caused by construction operations. Take all precautions to protect the building and its occupants during the construction period.

8. SITE VISIT: The Contractor shall visit the site to determine the full extent of the work. Failure to inspect the site will not constitute grounds for a claim after contract award. A site visit will be scheduled through the Contracting Officer.

9. DISPOSAL: Disposal of materials removed under this contract at an approved disposal site in accordance with all local, state, and federal laws, regulations, and guidelines are the Contractor’s sole responsibility. The contractor shall adhere to all Occupational Safety and Health Administration (OSHA) requirements concerning removal, transporting, and disposal of the material. All waste and recycling receipts shall be turned in to the COR by e-mail, weekly.

Various items are to be turned over to the government, including:

1. Damaged Copper Material – Any Copper that is demoed, shall be turned over to the VA through the recycling process of special metal materials unless COR states otherwise, then the recycling of such materials is to be completed by the Contractor and the Recycled Receipt to be turned into the COR.

10. CLEAN-UP: The Contractor shall keep the area and surrounding areas clean and organized; as in neat, tidy, free of trash and debris daily. Contractor to exercise methods such as Clean as you go. As part of keeping the area clean, the Contractor is responsible for verifying NO screws, nails or any hardware is to be left on roads, parking or sidewalks to where they will cause a flat tire or harm.

11. TEMPORARY FACILITIES: Temporary electrical power and water may be provided by the Government at no cost to the Contractor from existing lines and sources located at the building site. The characteristics and source locations may be verified by a visit to the site. The Contractor shall provide ample temporary storage shed space for materials requiring shelter from the weather, and security and safety protection. Storage facilities shall be located in the areas of the facility designated by the Contracting Officer’s Representative.

12. SAFETY AND FIRE: The Contractor shall comply with the most recent fire and safety rules and regulations; NFPA and OSHA Standards, for minimum safety requirements.

13. PERMITS: The Contractor shall be responsible for obtaining any licenses and permits and complying with any laws, codes, and regulations applicable to the execution of this work as required Federally and by the State of Texas.

14. WARRANTEE: The contractor shall warrantee work to be free of defects and workmanship for a period of 1 year from date of acceptance.

15. PARKING: Parking is limited. The COR will notify the Contractor at the start of the project where the contractor may or may not park. This is an active Hospital and there is parking that is reserved for Patients Only as well as various medical staff. Contractor is to put together an internal plan for Carpooling to reduce the amount of Parking Spaces to be taken over by the Contractor during construction.

16. STATEMENT OF WORK: The Contractor shall perform demolition and installation for all materials and components. Work shall include, but not limited to the following:

1. Prior to start of work, the contractor is responsible for reporting any existing damage that could lead to water intrusion in Buildings 46 and 34.

1. The contractor shall replace the flat and pitched roofs as indicated and/or detailed in the project drawings and specifications.

1. The contractor shall completely remove the Ethylene Propylene Diene Monomer (E.P.D.M.) and any fully adhered flat roofs down to the metal deck, and replace them with a built-up, fully adhered Thermoplastic Polyolefin (T.P.O.) roofing system, including an improved slope to guide water off the roof. The T.P.O. roofing system shall run up the parapet wall and terminate under the flashing in Building 46.

2. Existing Flashing is tied in under the Exterior Insulation Finishing Systems (EIFS), Contractor to bend up existing Flashing to terminate T.P.O. Bend Flashing back down and add Copper flashing (per Industry Standards) to overlap above existing flashing to protect cracks that may have occurred to the flashing or EIFS stucco.

2. Contractor to remove as much unnecessary and unused items from roof as needed to complete a more continuous T.P.O. roof.

2. Contractor to take in account and complete all expansion joints per Industry Standards.

2. Roof is all metal ribbed decking. Metal Deck Roof requires a contractor to build up the roof on deck with and install a Fully Adhered T.P.O. System approximately 6,000 sq/ft. The contractor shall establish a nominal slope to facilitate positive drainage and prevent ponding, directing water toward the newly installed TPO drains. Each drainage system shall comprise a primary drain and an auxiliary overflow drain. All drains must be protected throughout demolition and construction phases. Post-completion, the drains shall be mechanically cleaned (snaked) to verify free passage and absence of obstructions. Additionally, the contractor shall install a new primary drain and an overflow drain for each designated area.

1. Install non-freezing T.P.O. walk pads as designated by warranty standards per manufacture specifications to lead from Access Hatch to each Mechanical Unit for Maintenance and all need to be service units.

1. All unused curbs/pads, holes and gaps found on deck of roof are to be removed and properly patched per industry standards to become watertight.

1. All Plumbing Vent Boots to be replaced with a T.P.O. Style Boot. All Vents to receive new vent caps to stop rainwater from entering while continuing to vent.

1. Contractor to replace Existing Pitched Roofs to Building 46 as shown.

6. The contractor shall completely remove existing surface materials and install approximately 8,000 sq/ft of new concrete tiles. Field verification of measurements is required prior to installation. The contractor shall install all necessary new underlayment and elevate batten strips accordingly.

1. Contractor shall completely remove the existing membrane in the upper level of building 46 (as indicated in Drawing A-106), approximately 1,800 sq/ft, and replace it with a GRAY T.P.O. system, including the installation of walk pads.

1. Contractor shall install a new channel drain system in existing concrete slab and patch to match existing concrete. Apply weather stripping/door sweep to the external doors and sliding doors to prevent water entry. See drawings A-105 and A-106.

8. The channel drain system must be 12 inches wide and a slope 0.5” per 12”.

8. A stainless-steel cover with perforations must be installed over the channel drain system.

1. Contractor is to fully remove the existing shingles and install new ones on Building 34.

1. The contractor shall replace the existing pitched roofs on Building 34 as indicated and/or detailed in the project drawings and specifications.

1. The contractor shall completely remove existing surface materials and install approximately 12,000 sq/ft of new shingles. Field verification of measurements is required prior to installation. The contractor shall install all necessary new underlayment and elevate batten strips accordingly.

1. All Plumbing Vent Boots to be replaced with a shingle Style Boot. All Vents to receive new vent caps to stop rainwater from entering while continuing to vent.

1. All gutters, flashings and downspouts are to be replaced with new copper to match existing historical design (See Building 26 during on-site Pre-Bid Walkthrough). Downspouts shall be protected from debris during the duration of the project and snaked at the end of the project. Gutters shall all receive a new copper endcap/flashing, cut to shape, and welded to cover gap and any exposed wood or interior brick. All end caps shall be matching for both Building 46 and 34.

13. Install Copper Mesh to keep out birds and debris from entering gutters.

13. When replacing downspouts, all existing holes are to be patched and exterior is to be repaired as needed to appear clean and blended with rest of exterior of building.

13. Flashing that goes around the building where no gutters are found shall be replaced and watertight.

13. Any Grout Joints found to be cracked or opened along Gutter and Flashing shall be filled.

1. Flashing mentioned shall be installed where code and Industry Standards advise.

1. Contractor to install Update Lightning Protection with Proper Grounding to Building 46. Per SPECS, Lightning Protection shall follow NFPA and Underwriters Laboratories (UL) standards, a UL Representative shall inspect the Lightning Protection and a Certification shall be issued and turned over to the COR for acceptance. An existing expired Lightning Protection is currently installed.

1. Both Roof and Lightning Protection 3rd party inspection check lists shall be turned in to the COR to become part of Punch List.

1. Contractor to install new Hatch Rail System in Building 46 (At least 500 lbs. rated) with an Electric Lift to assist mechanics to place mechanical devices onto roof and safety handrails.

1. Entire Roof and Components shall be water tested for both Leaks and Water Flow.

17. QUALITY ASSURANCE: The Contracting Officer reserves the right to conduct any inspections or perform any tests deemed necessary at any time during the execution of the contract to determine conformance with the requirements of theses specifications.

18. SUBMITTALS: Contractor shall provide with their quote manufacturer’s descriptive literature for items mentioned in STATEMENT OF WORK with Data Sheets and/or Shop Drawings.

END OF SECTION

ATTACHMENTS

See attached document: Attachment 1 Revised CAD Drawings Buildings 34 and 46.

See attached document: Attachment 2 Price Breakout-26R0054.

See attached document: Attachment 3 Site visit Sign In Sheet 1.20.26.

SOLICITATION DESCRIPTION

This amendment 0001 is to correct the project title on the Price Breakout form, revised statement of work to change the square footage of the shingles, corrected CAD drawings for buildings 34 and 46, and attached site visit sign in sheet.