36C25725B0016 0002.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

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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) 03-21-2025 None 36C257 Department of Veterans Affairs Regional Procurement Office West (RPO-W) Network Contracting Office 17 1901 Veterans Memorial Dr, Bldg 171 Temple

TX

76504 36C257 Department of Veterans Affairs Regional Procurement Office West (RPO-W) Network Contracting Office 17 1901 Veterans Memorial Dr, Bldg 171 Temple

TX

76504 To all Offerors/Bidders

36C25725B0016 02-21-2025

X X X X Amendment 0002 is issued to post RFI responses.

Makarim Abdul-Jabbar Contracting Officer

AMENDMENT 36C25725B0016 0002

SF30 BLOCK 14 CONTINUATION PAGE(S):

RFI RESPONSES

1. Building 14 Veeder Root Concrete Pad: the VA has stated they would like the new concrete pad to be sloped to allow for positive drainage, but the curb is obstructing the natural path for the water to flow. Does the VA want to reconfigure concrete, curb, and ground to allow for the positive drainage for the run-off to flow to exit the area?

Response: The intent is that all new concrete pads would be sloped to provide positive drainage away from the fill lids and access ports. At Bldg. 14 specifically, the contractor could choose to provide curb cut to grass drainage area on the north side of tank or adjust grades to concrete ditch along south side tank. Other suggestions were the application of a speed bump or diversion ditch before the tank to flow water across toward southside. Any of these are acceptable.

2. Overflow button on inside, would the VA like to overflow moved outside?

Response: Provide a cost to relocate overflow alarm and stop to fill side of tank in their bid.

3. Do we replace the sump for building 202?

Response: Yes, provide cost for replacing the sump at all locations.

4. If we replace the manhole cover, what material would the VA like to back with? Building 195 serves 8/9 Response: Fiberglass is the preferred replacement material.

5. Does the VA want a unit cost for sump replacement?

Response: Yes, provide cost for replacing the sump at all locations.

6. Does the VA want a unit cost for tank replacement?

Response: Not currently. The scope of work does not cover tank replacement. Should a tank fail during testing these will be handled under a contract Modification or separate contract.

7. If we are doing new tank pads, it is best to install all new equipment on the top of the tank, this generally includes:

Response: Agreed, anything removed during concrete pad demo should be replaced with new.

-ATG manways Response: Replace -Vapor manways Response: Replace -STP sump manways Response: Replace -New tank risers Response: Replace -I would also recommend installing new double wall spill buckets as well. The existing spill buckets are often damaged in the demo process and shouldn't be reused.

Response: Agreed. Replace spill buckets.

-Adapters and caps could be reused, but it is best to install new equipment.

Response: Agreed. Replace equipment.

8. Also, on the scope of work, the initial tank testing would be completed, but after replacing equipment on the top of the tank, we would need to include a tank test to verify the systems integrity after installation.

Response: It is standard practice to test tank modification after work is complete. So, for the purpose of this contract integrity will be tested before starting work and after.

9. Regarding Project Requirements, all sections:

· Are any pictures available of existing conditions?

· Are any pictures available of existing TLS350 consoles?

· Are any pictures available of existing piping?

· Are any pictures available of existing conduits and conductors?

Response: No

10. Are tank sizes, tank dimensions, tank type, tank charts available?

Response: Please see the attached PDF documents for tank information. Do note that the UST north of building 14 are not included in this scope of work.

11. Regarding Project Requirements, Project Specific Items:

The TLS4i was phased out of production two (2) years ago. The current offering is the TLS4 which has the capacity for input from twelve (12) devices (probes and sensors). Should the need for (16) device Input be required, responders will need to provide a TLS450PLUS. Which device does the site require?

Response: The TLS4 will be adequate with 12 channels per SME’s. Spec and Brochure is attached.

See attached document: Attachment 1 Waco UST Tank Information.

See attached document: Attachment 2 UST locations.

See attached document: Attachment 3 TLS4 and TLS4B Brocure.

See attached document: Attachment 4 TLS4 Specs.

End of Document Tank Testing & Veeder Root Installation