36C25626R0015 0002.pdf

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)

0002 08-19-2026 564-26-2-603-0004 564-19-101

36C256

Department of Veterans Affairs Network Contracting Office 16 Michael E. DeBakey VA Medical Center 2002 Holcombe BLVD Houston TX 77056-5643

36C256

Department of Veterans Affairs Network Contracting Office 16 5075 Westheimer Road, Suite 750

Houston TX 77056-5643

To all Offerors/Bidders 36C25626R0015

06-08-2026 X

X X

** HOUR & DATE for Receipt of Offers is EXTENDED to: 09-01-2026 2:00 pm CT

X 1 (one)

RE: Construct New Water Storage Facility

A. Solicitation clarifications start on page 2.

B. Proposal due date extended to 09/01/2026 at 2:00 pm CT.

C. Period of Performance changed from 330 to 500 calendar days.

D. SF 1442 block (d)- bid guarantee is 75 days.

E. Specifications Section 22 12 16 added to solicitation and attached.

F. See attachments for additional documents.

//NOTHING FOLLOWS//

Tabitha Contreras Contracting Officer

1. Question: Do you have a plan holders list for this project?

ANS: See site visit sign in sheet attached.

2. Question: Do you have an inspection report on the existing tank?

ANS: Yes. See attached document titled “VA Medical Center – Water Tank Inspection 2026” under attachments.

3. Question: Do you have a lead paint analysis on the exiting tank?

ANS: No. Based on available information, the existing water tower was constructed between 1994 and 2001, well after the widespread discontinuation of lead-based paint in 1978. The VA has no information indicating that lead-based paint or lead-containing coatings were used on the existing water tower.

4. Question: Please provide information on the training that will be required for the demo crew.

ANS: The answer may be found in Specification section 01 35 26 – Safety Requirements

5. Question: With the demo crew working outside and having no interaction with hospital staff or patients will they be required to have TB testing done?

ANS: Yes, VA Specification 00-88 – Safety and Health During Construction Activities (see under attachments), which states that all contract employees assigned to a worksite must have a negative TB test within 90 days prior to beginning work. This applies to all VHA properties and does not differentiate between interior or exterior work, so the screening is required for both.

6. Question: Will they be required to have a flu injection done?

ANS:

Yes, The Flu Vaccine is required per VHA Directive 1192.01(see attached). There is a waiver available (Flu Appendix B) where a mask is required to be worn in lieu of receiving the vaccine.

7. Question: Please clarify the depth of the foundation removal. Is it full removal at 6’ feet or just 3’ below grade?

ANS: See Drawing CD102, Demo all existing concrete piers 3' below grade.

8. Question: Can the PIV badging be obtained prior to arrival at the facility?

ANS: Yes. Once the contract has been awarded, the VA will send a “scheduler link” those requesting PIV cards/badging prior to arrival at the facility (VAMC Fayetteville, AR). This link will offer the opportunity to schedule a mandatory, in-person appointment at a dedicated

36C25626R0015 0002

Clarifications to RFI's 36C25626R0015 Construct New Water Storage Facility

RFI’s Construct Water Storage Facility federal badging office of a location which may be more convenient to the requestor than VAMC Fayetteville, AR. This process normally takes 2-4 weeks.

9. Question: Whom do we obtain this badging from?

ANS: If the contractor elects to complete the badging process at the Fayetteville VA, the badge will be issued by the Fayetteville VA station. If the contractor elects to complete the badging process at another authorized federal badging location, the badge will be processed and issued in accordance with that location’s procedures.

10. Question: Are there any gates that the crew will need to enter through?

ANS: Any of the three (3) entry gates may be used. Woosley Avenue, College Ave, and Memorial Drive.

11. Question: If so, provide what time those gates open and where they are located on campus.

ANS: There are three (3) entry gates. Entry gate locations and open hours are: (1) Woolsey Avenue, open 24 hours, (2) College Ave and Memorial Drive, open 24 hours, and (3) College Ave and “South” entrance, open 24 hours. At discretion of VA Police, entry gate (2) may be closed on government holidays and weekends. At discretion of VA Police, all gates may be closed during an emergent event.

12. Question: Will the work truck need to go through any type of inspection when entering the facility?

ANS: All contract personnel, including drivers of work trucks, may be subject to inspection of vehicles and personal effects when entering or exiting the project site.

13. Question: Can the work hours be extended from 6 am to 7 pm?

ANS: Yes, extended work hours may be permitted. The VA Medical Center must remain operational 24 hours per day, 7 days per week during construction. The Contractor must coordinate work with VA COR to minimize impact on Medical Center operations and utility services. Utility interruptions, road and parking lot closures, and disruptive activities require advanced approval by VA COR and may be scheduled outside of the Contractor’s normal working hours if necessary.

14. Question: Once the existing tank is demoed what will need to happen with the fence around it?

ANS: See Drawing CD102, Demo the existing fence and post footings.

15. Question: Will it be scrapped out or will it need to be reinstalled/remain in place?

ANS: It will be scrapped, the Contractor is responsible for removing and disposing of the existing fence, fence posts, and post footings in entirety.

16. Question: Will construction fencing be required around the demo work zone?

ANS: The answer may be found in Specification section 02 41 00.1.3.B

17. Question: We will need to have the surrounding parking lots vacated of all autos and roadways that pass by the tank closed for the one-day demo.

ANS: Acknowledged by VA. The VA Medical Center must remain operational 24 hours per day, 7 days per week during construction. The Contractor must coordinate work with VA COR to minimize impact on Medical Center operations and utility services. Utility interruptions, road and parking lot closures, and disruptive activities require advance approval by VA COR and may be scheduled outside of the Contractor’s normal working hours if necessary.

18. Question: Will there be any problems doing this?

ANS: No. The VA Medical Center must remain operational 24 hours per day, 7 days per week during construction. The Contractor must coordinate work with VA COR to minimize impact on Medical Center operations and utility services. Utility interruptions, road and parking lot closures, and disruptive activities require advanced approval by VA COR and may be scheduled outside of the Contractor’s normal working hours if necessary.

19. Question: What is the building to the west of the tank?

ANS: The building west of proposed water tank/tower is Building 43 – Pole Barn utilized for VA Grounds and Maintenance Shops. The building west of existing water tank/tower is Building 27 – Generator. The buildings northwest and northeast of existing water tank/tower are Buildings 30, 31, 32 – Leroy Pond Rehabilitation.

20. Question: Will the demo need to happen on a specific date/time frame?

ANS: Contractor is responsible for submitting a project schedule. Demolition will be determined by VA approved project schedule. The VA does not require that demolition to occur on a specific date, at night, on a weekend, or on a federal holiday. Demolition may be performed during normal daytime construction operations, subject to coordination with the COR and maintenance of Medical Center operations, traffic, emergency access, and required safety controls.

21. Question: Is there a date that the facility is closed or has the least amount of traffic that the demo would need to happen on? Such as a government holiday etc.

ANS: No. The VA does not require the demolition to occur on a specific date, at night, on a weekend, or on a federal holiday. Demolition may be performed during normal daytime construction operations, subject to coordination with the COR and maintenance of Medical Center operations, traffic, emergency access, and required safety controls.

22. Question: It states in the specifications that a copy of the soils report will be made available for inspection by bidders upon request. Please provide a copy of the core boring and tests pits (Section 01 00 00 1.11 subsection B&C).

ANS: See Appendix B- Geotech Report attached. Core Boring and test pits information can be found on pages 46-60.

23. Question: I missed the site visit today and was hoping to obtain a copy of the sign in sheet? Could you provide or will it be available on sam.gov soon?

ANS: Sign in Sheet will be under attachments.

24. Question: Will you, the Owner/Engineer handling this project require lead-based paint (LBP) abatement on the cut lines prior to torch cutting? ANS: The VA do not anticipate asbestos or lead abatement to be required for this project Based on available information, the existing water tower was constructed between 1994 and 2001, well after the widespread discontinuation of lead-based paint in 1978. The VA has no information indicating that lead-based paint or lead-containing coatings were used on the existing water tower.

25. Question: Experience contractors will require the attached area to be vacated. Will this be able to be done?

ANS: Yes. The VA Medical Center must remain operational 24 hours per day, 7 days per week during construction. The Contractor must coordinate work with VA COR to minimize impact on Medical Center operations and utility services. Utility interruptions, road and parking lot closures, and disruptive activities require advanced approval by VA COR and may be scheduled outside of the Contractor’s normal working hours if necessary.

26. Question: In regard to the PIV badging, it states these may be required. This will be a one-day demo project for us, Will we need PIV Badging?

ANS: No. Rather than issuing PIV badging, temporary construction badges may be issued by the COR.

https://gcc02.safelinks.protection.outlook.com/?url=http%3A%2F%2Fsam.gov%2F&data=05%7C02%7C%7Cedd2e339d22f4a0b906108decc3b39b2%7Ce95f1b23abaf45ee821db7ab251ab3bf%7C0%7C0%7C639172752681010699%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C60000%7C%7C%7C&sdata=cmLjm92KIWkB8SF4W%2Fh2wCwkxKQrC1aITvwItJUmB8g%3D&reserved=0

27. Question: If so, how early can we get the badging? How long will it take per person?

ANS: Temporary construction badges will be issued on the day of work by VA COR.

Issuance of temporary construction badges requires approximately five (5) minutes per person.

28. Question: Regarding the TB testing. Since we will only be onsite for one day we will outside in open space and will provide our own lunch and not leave the area of the water tower. Will we need TB testing?

ANS: Yes, VA Specification 00-88 – Safety and Health During Construction Activities (see under attachments), which states that all contract employees assigned to a worksite must have a negative TB test within 90 days prior to beginning work. This applies to all VHA properties and does not differentiate between interior or exterior work, so the screening is required for both.

29. Question: When do you anticipate the demo will occur?

ANS: Contractor is responsible for submitting a project schedule. Demolition will be determined by VA approved project schedule. The VA does not require that demolition occur on a specific date, at night, on a weekend, or on a federal holiday. Demolition may be performed during normal daytime construction operations, subject to coordination with the COR and maintenance of Medical Center operations, traffic, emergency access, and required safety controls. Per Section 02 41 00 Demolition, Paragraph 1.3.K states -The existing water tower is to remain in service and is not to be demolished until the new water tower facility and associated systems are complete, tested, commissioned, and verified operational for service to the VA water distribution system.

30. Question: Depending on when the demo occurs, will Flu vaccination be required, as our crew will be out in the open away from hospital patients/personnel.

ANS: The Flu Vaccine is required per VHA Directive 1192.01(see under attachments).

There is a waiver available (Flu Appendix B) where a mask is required to be worn in lieu of receiving the vaccine.

31. Question: Construction fencing- since this project is a one-day job will fencing be required. Or will caution tape be adequate?

ANS: The answer may be found in Specification section 02 41 00.1.3.B

32. Question: If the structure is coated in lead-based paint, will you, the engineer on this project mandate paint abatement prior to torch cutting?

ANS: The VA do not anticipate asbestos or lead abatement to be required for this project Based on available information, the existing water tower was constructed between 1994 and 2001, well after the widespread discontinuation of lead-based paint in 1978. The VA has no information indicating that lead-based paint or lead-containing coatings were used on the existing water tower.

Based on available information, the existing water tower was constructed between 1994 and 2001, well after the widespread discontinuation of lead-based paint in 1978. The VA has no information indicating that lead-based paint or lead-containing coatings were used on the existing water tower.

33. Question: There is a Facility Lightning Protection Specification (26 41 00) which references installation per drawings. E103 shows a grounding plan, but no Lightning Protection Shown. Is Lightning Protection required?

ANS: The lightning protection system requirements are specified in 264100 - Facility Lightning Protection and does not have an associated drawing. The grounding plan on E103 addresses electrical system grounding

34. Question: Detail D7/CU106 calls out a 13” concrete slab and also shows a conflicting dimension of 6”, please confirm which is correct.

ANS: The concrete drive is 6". The 13" is for the M30 Bollard Array.

35. Question: Detail E2/CU107 says to install an antenna corral if antennas will be mounted to the tank. Is the contractor required to provide and install the antenna corral?

ANS: Yes, the contractor is required to provide and install the antenna corral.

36. Question: Please confirm that the VA has already secured local permits for the water tank and FAA lighting if required.

ANS: This is a Federal Project, we have ADH approval, and we are not aware of any other local permits (City) required. FAA lighting was added to the design in 2021. The contractor will need a stormwater NPDES Permit (small site, automatic coverage) which includes the Stormwater Pollution Prevention Plan (SWPPP).

37. Question: The plan view for bollards shown on sheet CG111 shows some of the bollard foundations in angled and irregular shape configurations. The details on sheet CU105 only depict straight rectangular installations. As this is an engineered bollard foundation, please provide a drawing that shows how the foundation is to be constructed for the angled and irregular locations.

ANS: The answer may be found in Specification section 34 71 13.2.2.A

38. Question: The M30 bollards noted at the bottom of sheet CG111 near building 10 are not shown with a structural foundation. Please provide a detailed callout for these bollards.

ANS: See Drawing CU105 for M30 Fixed Bollard Array Details.

39. Question: Note 14 on sheet CI114 calls for temp irrigation to be provided. What is the duration that temp irrigation be required?

ANS: All temporary irrigation equipment shall be removed at the end of the plant establishment period (i.e. once the sod is stable and growing on its own), and accepted by the VA COR.

40. Question: Please confirm if the drilled piers for the control building will be steel cased?

ANS: Per Geotechnical Report attached (page 34 of 60): Based on the strength of the soils encountered at the boring locations, presence of sandy soils, and the potential for water seepage, temporary casing will most likely be required to allow construction of the drilled piers.

41. Question: Please confirm if the drilled piers for the new water tower will be steel cased?

ANS: Per Geotechnical Report attached (page 34 of 60): Based on the strength of the soils encountered at the boring locations, presence of sandy soils, and the potential for water seepage, temporary casing will most likely be required to allow construction of the drilled piers.

42. Question: Drilled Piers Note 5 on sheet S001 says that no add or deduct will be given for +/- 2’ of the given dimension. Detail C6/SB102 says that piers are estimated to be between 10-16’ deep. For bid purposes, what depth should the contractors include for pier depth?

Please confirm that the VA will pay for a Geotech engineer and any soils engineering for this project at no cost to the contractor.

ANS: Part 1: 16ft;Part 2: The answer may be found in Specification section 01 45 29. A separate Geotechnical Engineer is not required for this.

43. Question: Please provide a spec section for the blast curtain referenced on sheet S100.

ANS: The answer may be found in Specification section 10 82 11.12

44. Question: The exterior finishes note on sheet AE601 says to obtain face brick and mortar information from COR prior to bidding. Please provide the required finish details for this scope.

ANS: ACME Brick - 60% Smooth Garnet Modular, 40% Smooth Crimson Modular. Ash Grove Pro Mix Portland Lime Mortar Type S and Ash Grove Pro Mix Masonry Mortar Type N

45. Question: Please provide a division 09 06 00 finish schedule.

ANS: The finishes may be found in Drawing AE601

46. Question: Please provide a specification for the epoxy flooring called out on sheet

AE601.

ANS: The answer may be found in Specification section 09 91 00.

47. Question: Will the overhead coiling doors be manually operated, or will motorized door operators be required?

ANS: The answer may be found in Specification section 08 33 00.

Contractor shall provide a dedicated circuit for each door from panel LP.

48. Question: Sheet CD101 shows a note at the gravel pad where the new water tower is to be located that says to remove topsoil and unsuitable soil in all areas. It is unclear how much soil will be considered unsuitable. What volume of unsuitable soil is the contractor expected to remove?

ANS: See Geotechnical Report attached. Existing fill material extended to depths of about 2 ½ to 13 ½ feet below existing grades. GTS has no information regarding the placement and compaction history of the existing file. Compressible fill and/or deleterious and unsuitable materials might be buried within or by the existing fill. There is a potential risk of unpredictable settlement and performance by supporting foundations and floor slabs-on-grade above the existing fill. This risk cannot be eliminated unless the existing fill is removed and replaced full depth with new fill. Estimated volume of unsuitable soil is approximately 1,100 cubic yards.

49. Question: The L1 louvers shown on sheet AE201 do not appear to have a blast rating.

Please confirm that the louvers will not be required to be blast rated ANS: The L1 louvers are required to be blast rated. Refer to Sheet AE601, which identifies Louver Type L1 as a “Blast Rated Fixed Blade Louver w/ Blast Damper,” Sheet AE502 for the blast-rated louver details (Detail F5, Sheet Notes), the HVAC - Louver Schedule (Refer to Sheet M201 for both Type LI and LE)) for the required louver/blast damper assemblies, and Section 08 90 00 for the required blast-resistance performance and design calculations. The facility shall be designed using the applicable Critical facility blast criteria, including W1 Design Level Threat, 50-foot standoff distance, GP2 maximum blast load, and effects of rebound, in accordance with the VA Physical Security & Resiliency Design Manual October1, 2020, revised May 01, 2024 (see attached). The scheduled Greenheck HBS-430/HBS-431 blast dampers are the Basis of Design. The Contractor's qualified blast consultant shall provide the required delegated-design calculations demonstrating that the complete louver/blast damper assemblies, including supports, connections, and anchorage, comply with these criteria and the response requirements specified in Section 08 90 00.

50. Question: The hollow metal doors and frames require a blast rating, but the overhead coiling doors do not show a requirement for blast protection. Please confirm that the overhead coiling doors will not be required to be blast rated.

ANS: The answer may be found in Specification section 08 33 00.

51. Question: Please confirm if all deducts in drawings are to be provided in our proposal.

As the solicitation is only showing one alternate.

ANS: No. Offerors are required to use the price sheet found on page # 3 of the solicitation.

52. Question: Please confirm if the site of the new water tower will be cleared beforehand by the VA or if contractor is required to demo and clear area.

ANS: The Contractor shall include demolition, clearing and site preparation for the new water tower and pump house construction area as indicated in the Contract Documents.

The VA will relocate movable equipment from the construction area, as noted on Drawing

CU104.

53. Question: Please provide specs for the jib crane and epoxy flooring.

ANS: Jib Crane: The answer may be found on sheet PL101 Epoxy Flooring: The answer may be found in Specification section 09 91 00

54. Question: Please clarify if a superintendent can be a dual hat to cover the requirements of SSHO?

ANS: No. The answer may be found in Specification section 01 35 26 – Safety Requirements

55. Question: If no to the question above, will the SSHO need to be full-time for this project?

ANS: The SSHO or an equally qualified Designated Representative/alternate shall maintain a presence on the site during construction operations.

56. Question: Please clarify if a superintendent can be a dual hat to cover the requirements of QA/QC?

ANS: Yes. The answer may be found in Specification section 01 45 00 - Quality Control

57. Question: If no to the question above, will the QA/QC need to be full-time for this project?

ANS: Not applicable. As stated in the response to Question #57, the Superintendent may serve in a dual role to fulfill the QA/QC requirements, in accordance with Specification Section 01 45 00 – Quality Control.

58. Question: Can a superintendent be a triple hat to cover the requirements of SSHO and

QA/QC?

ANS: No. The answer may be found in Specification section 01 35 26 – Safety Requirements

59. Question: Please confirm the issued drawing set, dated 05.05.2025, is the latest and complete set.

ANS: Confirmed.

60. Question: Please confirm the current design documents meet current VA TIL guidelines.

ANS: Confirmed.

61. Question: Please provide the latest wage determination for this project’s county.

ANS: The latest wage determination was provided with the issuance of the solicitation under attachments. DOL Wage Determination AR20260035 05-18-2026.

62. Question: Past Performance: If we have a PPQ, requested for another opportunity, that is less than 12 months old, can we use it within our proposal? Or will a new PPQ need to be requested?

ANS: PPQs are not required to be submitted with your proposal.

63. Question: Is the use of temporary plastic wall panels (such as Edge guard panels) acceptable?

ANS: Modular temporary panels systems are an acceptable means of compliance, provided that the modular temporary panel system meets the requirements Specification Section 01 35 26 – Safety Requirements, Infection Control

64. Question: Who is responsible for the terminal cleaning of the project area?

ANS: The answer may be found in Specification section 01 57 19.1.5.F

65. Question: Will the VA hire the commissioning agent and GC’s are to assist with commissioning?

ANS: The VA will engage the Commissioning Agent (CxA) under a separate contract in accordance with Section 01 91 00, Paragraphs 1.8 and 1.9. The General Contractor is not responsible for retaining or paying the VA's Commissioning Agent. The General Contractor and its subcontractors shall provide the Commissioning Manager, personnel, testing support, documentation, equipment operation, training, corrective work, and other commissioning participation required by Section 01 91 00 and the applicable technical specification sections.

66. Question: Please confirm order of precedence for the contract documents. Does SOW prevail over the specifications and construction drawings?

ANS: The order of precedence are Specifications, Drawings, Statement of Work (SOW).

67. Question: Please provide CAD Files for the project so that the contractor can create modeling and as-builts for the project.

ANS: VA COR will provide to the successful offeror after award.

68. Question: Please provide CAD drawings for local entity water lines.

ANS: VA COR will provide the successful offeror after award

69. Question: Please provide latest abatement survey for the campus or confirm no asbestos and/or lead is present in defined work area.

ANS: The VA does not anticipate asbestos or lead abatement to be required for this project.

70. Question: Will permitting be required for any local water line tie-ins? If so, will it be the Contractors’ responsibility?

ANS: No, There is no VA permitting requirement associated with the utility work, as there is no tie-in to the City utility system. The scope consists of capping and removing the existing utility. The contractor is responsible for coordinating all required work with the City and for obtaining any permits, approvals, or authorizations required by the City to perform the cap-and-remove work.

71. Are the FAA Obstruction Lights still required at the Water Tower even though the new Water Tower is only 128' above grade?

ANS: The answer may be found in drawing CU107.

72. Question: Please provide the current contract holder for the BAS.

ANS: Sentinel Services; Alerton controls.

73. Question: With plans showing demolition of existing water tower and related buildings to take place after the new tower is constructed, will the contractor have any responsibility regarding the continued use and maintenance of existing system?

ANS: The Contractor is not responsible for routine operation or maintenance of the existing water tower or associated existing facilities while they remain in service. The VA will retain responsibility for normal operation and maintenance of the existing system.

The Contractor is responsible for maintaining continuity of existing utility services during construction and shall not interrupt, modify, disconnect, or otherwise impact existing utility services without prior approval and coordination with the COR and in accordance with the Contract Documents.

Once the new water tower/system has been completed, tested, accepted, placed into service and accepted by the VA, warranty requirements will apply to the new work furnished and installed in accordance with the Contract documents.

74. Question: Is the intent for the demolished light pole to be reused by the VA at a later date?

ANS: No. The GC is responsible to dispose of light pole.

75. Question: Will the conduit for the fiber inside building one be able to take place during normal working hours?

ANS: Yes. The VA Medical Center must remain operational 24 hours per day, 7 days per week during construction. The Contractor must coordinate work with VA COR to minimize impact on Medical Center operations and utility services. Utility interruptions and disruptive activities require advance approval by VA COR and may be scheduled outside of the Contractor’s normal working hours if necessary. The Flu Vaccine is required per VHA Directive 1192.01. There is a waiver available (Flu Appendix B) where a mask is required to be worn in lieu of receiving the vaccine. VA Specification 00-88 – Safety and Health During Construction Activities, which states that all contract employees assigned to a worksite must have a negative TB test within 90 days prior to beginning work. This applies to all VHA property and does not differentiate between interior or exterior work, so the screening is required for both. See VA Specification 00-88 and VHA Directive 1192.01 attached.

76. Question: Please confirm the louvers shown on sheet PL101 are not required to be blast rated.

ANS: The L1 louvers are required to be blast rated. Refer to Sheet AE601, which identifies Louver Type L1 as a “Blast Rated Fixed Blade Louver w/ Blast Damper,” Sheet AE502 for the blast-rated louver details (Detail F5, Sheet Notes), the HVAC - Louver Schedule (Refer to Sheet M201 for both Type LI and LE)) for the required louver/blast damper assemblies, and Section 08 90 00 for the required blast-resistance performance and design calculations. The facility shall be designed using the applicable Critical facility blast criteria, including W1 Design Level Threat, 50-foot standoff distance, GP2 maximum blast load, and effects of rebound, in accordance with the VA Physical Security & Resiliency Design Manual October1, 2020, revised May 01, 2024 (see under attachments). The scheduled Greenheck HBS-430/HBS-431 blast dampers are the Basis of Design. The Contractor's qualified blast consultant shall provide the required delegated-design calculations demonstrating that the complete louver/blast damper assemblies, including supports, connections, and anchorage, comply with these criteria and the response requirements specified in Section 08 90 00.

77. Question: System Architecture plan (M301) calls out Chlorination room vent fan with status alarm integration, however there is no vent fan schedule on the mechanical plan section of the drawings. Please clarify.

ANS: Chlorination room vent fan with status alarm is required.

78. Question: Please clarify the number of sprinkler heads in pump house. Item number

21.01 on AE101 calls out sprinkler riser, no head locations or counts are shown, detail note 4 on FX101 mentions sidewall head for Security Room 102.

ANS: The answer may be found in Specification section 21 13 13.

79. Question: Please provide preferred security vendor for campus.

ANS: Our current provider is Johnson Controls . Compatibility with VA C-Cure physical security system is required.

80. Question: Please clarify tie-in point for fire suppression lines for tower.

ANS: See Drawing CU103 & CU104, the fire suppression supply line is west (left on the page) of the pressure line from the pump house.

81. Question: Please verify fiber conduit run to be encased in concrete outside of multiline vaults.

ANS: Yes, it is required.

82. Question: Please verify whether the VA logo is to be painted on the new water tower.

ANS: Yes, it is required.

83. Question: Does VA have a preferred generator manufacturer? If so, please provide.

ANS: Offerors must meet or exceed the salient characteristics listed in the specifications.

84. Question: Please confirm Pump House requires lightning protection system integrated into new grounding loop.

ANS: Yes, confirmed.

85. Question: Can you please provide a copy of the site visit sign in sheet?

ANS: Sign in sheet is attached.

86. Question: Is the project sales tax exempt?

ANS: Special Note regarding FAR 52.229-3 Federal, State, and Local Taxes: Offerors are hereby notified that all state and local sales or use taxes for construction materials must be included in their bid or proposal price. It is solely the responsibility of the offeror to include all other applicable taxes in their bid proposal as well. The Government has determined that this acquisition cannot take advantage of any sales or use tax exemptions that may be available to it under the applicable state law. Under no circumstances will any Contractor be designated as an agent of the Government for purposes of any tax exemption, now will the Government Authorize any Contractor's use of any tax exemption directly applicable to the Government under this procurement.

87. Question: Will the government make an award decision within the 90 calendar days shown on SF 1442?

ANS:

This information will be revised on the SF1442; the Government will make an award decision within 75 calendar days.

88. Question: Is the project funded?

ANS: Yes, the project will be funded at time of award.

89. Question: What other current and future projects onsite will the awarded contractor need to coordinate with?

ANS: Currently at this time, the VA does not foresee any future projects requiring coordination. The awarded Contractor shall coordinate with the COR and other VA contractors, as necessary, throughout the project. The COR will advise the Contractor of concurrent or future VA activities that may affect access, scheduling, utilities, staging, or performance of the work. Coordination shall be performed in accordance with Section 4.2 of the SOW.

90. Question: The bid alternates listed within specification 01 00 00 do not match page 3 of the solicitation. Please clarify?

ANS: Offerors shall use the price sheet on page 3 of the solicitation.

91. Question: Confirming that the commissioning agent will be contracted by the VA?

ANS: The VA will engage the Commissioning Agent (CxA) under a separate contract in accordance with Section 01 91 00, Paragraphs 1.8 and 1.9. The General Contractor is not responsible for retaining or paying the VA's Commissioning Agent. The General Contractor and its subcontractors shall provide the Commissioning Manager, personnel, testing support, documentation, equipment operation, training, corrective work, and other commissioning participation required by Section 01 91 00 and the applicable technical specification sections

92. Question: Are contractors to assume that asbestos and/or lead will be encountered?

ANS: No. The VA does not anticipate asbestos or lead abatement to be required for this project.

93. Question: Please clarify these assumptions for the bid.

ANS: No. The VA does not anticipate asbestos or lead abatement to be required for this project.

94. Question: Are there any roadways or work areas that cannot be shutdown for construction?

ANS: No. The VA Medical Center must remain operational 24 hours per day, 7 days per week during construction. The Contractor must coordinate work with VA COR to minimize impact on Medical Center operations and utility services. Utility interruptions, road and parking lot closures, and disruptive activities require advanced approval by VA COR and may be scheduled outside of the Contractor’s normal working hours if necessary.

95. Question: Are there any limitations for the amount of work area shutdown for construction at any given time?

ANS: No specific limitation on the amount of work area that may be shut down at any given time has been established. However, the Contractor shall phase and coordinate all work area shutdowns with the COR to minimize disruption to VA operations and maintain required access, egress, life safety, and patient/staff circulation. Any shutdown or restriction that may impact facility operations shall be submitted for approval and coordinated with the COR in advance.

96. Question: Can you please provide contact information for the private site utilities that will be encountered during this project for coordination purposes (gas, communications, water, etc.)?

ANS: The Contractor shall be responsible for identifying, locating, and coordinating with applicable utility providers, including gas, communications, water, and other utilities, prior to performing work that may affect existing services. The COR will assist with coordination and access for VA-owned utilities and systems, as applicable. The Contractor shall verify existing utility locations and conditions prior to excavation, demolition, or other potentially disruptive work.

97. Question: Does the government require an office space provided by the contractor?

ANS: The answer may be found in Specifications section 01 00 00.1.17

98 Question: If so, what are the requirements?

ANS: The answer may be found in Specifications section 01 00 00.1.17

99. Question: Can you please provide a map of areas the VA would approve for contractor laydown, storage, and office space?

ANS: Yes. Please see attached document titled “564 19 101_ VA Proposed Laydown, Storage and Office Space”.

100. Question: What utilities are available at this/these location(s)?

ANS: Electric and water utilities are near or within VA Proposed Laydown, Storage and Office Space

101. Question: Is a Quality Control Manager required for this project? Will this individual be allowed to hold any other management position?

ANS: Yes, a QA/QC is required for this project. Yes. The answer may be found in Specification section 01 45 00 - Quality Control.

102. Question: Is a Safety Officer required for this project? Will this individual be allowed to hold any other management position?

ANS: Yes, the Safety Officer or an equally qualified designated representative/ alternate shall maintain a presence on the site during construction operations.

103. Question: May the Superintendent also hold the position of Quality Control Manager and/or Safety Manager?

ANS:

The Superintendent may serve in a dual role to fulfill the QA/QC requirements, in accordance with Specification Section 01 45 00 – Quality Control. No, the Superintendent may not hold the position of Safety Manager, the answer may be found in Specification section 01 35 26 – Safety Requirements

104. Question: Are all existing underground utilities shown? (Sheets: CI100, CD101, CD102, CU103, CU 104)

ANS: VA As-built information, Utility locate, and Private utility locate information is shown.

105. Question: Is the contractor expected to relocate any existing utilities? (Sheets:

CU103, CU104)

ANS: It is not expected for the contractor to relocate utilities other than shown on CD101 &

CD102.

106. Question: What material and schedule are the existing water lines composed of?

(Sheets: CU104, CU109) ANS: Ductile Iron, Class 350.

107. Question: How many water shutdowns are expected? (Sheets: CU104, PS101) ANS: On the existing 8" line there is a valve between the tank supply line and the pressure line from the pump house (normally closed). There are 3 more shutoff valves on the Existing 8" line (tank supply, pressure line from the tank, and fire line to the pump house).

On the tank bypass line there are 2 valves (a valve and a check valve). The fire hydrant assembly has a valve. There is a Post Indicator valve near the pump house, and there are valves in the pump house. There are eight (8) anticipated water shutdowns.

108. Question: Is rock excavation expected? (Sheets: CG111, Geotech references, Earthwork specifications) ANS: The drilled pier foundation will be into bedrock.

109 Question: What security requirements apply? (Specifications, SOW) ANS: Refer to Security drawings and Specifications under Section 28 05.00.

110. Question: Are all easements and access rights already obtained? (Sheets: CI100, CU103)

ANS: Yes, but the awarded contractor will need to coordinate with the City for work within their Right of Way.

111. Question: Is groundwater expected? (CG111, Geotech) ANS: Groundwater was observed while drilling and after drilling at depth of about 9 ½ and 14 feet below existing grade at Boring B-5, only. No free water was observed while drilling or immediately after drilling completion at any other boring location. This is likely indicative of a shallow, perched water table present above the underlying basal bedrock (Stratum II).

112. Question: What commissioning is required? (Specifications Division 22) ANS: The VA will engage the Commissioning Agent (CxA) under a separate contract in accordance with Section 01 91 00, Paragraphs 1.8 and 1.9. The General Contractor is not responsible for retaining or paying the VA's Commissioning Agent. The General Contractor and its subcontractors shall provide the Commissioning Manager, personnel, testing support, documentation, equipment operation, training, corrective work, and other commissioning participation required by Section 01 91 00 and the applicable technical specification sections

113. Question: What existing utilities are abandoned? (CD101, CD102) ANS: The water line at the existing tank will be abandoned as noted on CD101. There are no known existing utilities that are abandoned currently.

114. Question: What pipe manufacturers are acceptable? (CU109, Specifications 33 10 00) ANS: Pipe products made in the USA that meet or exceed the specifications. All materials must be submitted to VA for approval.

115. Question: Please provide a make, model and spec section for the Jib crane located in the new pump house.

ANS: The answer may be found on sheet PL101

116. Question: Specification Section 22 12 16, Paragraph 1.4(J). The specification currently requires the following information to be submitted with the proposal:

1. A list of five (5) "Multi-Column" elevated tanks constructed within the last five (5) years, including the owner, tank capacity, and consulting engineer.

2. A preliminary tank drawing showing the major dimensions, plate thicknesses upon which the bid is based, the high and low water levels, and the dimensions of the supporting tower.

3. A preliminary foundation design drawing showing preliminary dimensions and approximate quantities of concrete and reinforcing steel. Five (5) qualified elevated water tank manufacturers throughout the region regarding these requirements. While each manufacturer is willing to provide qualifications and project experience for Item No. 1, all have advised that they will not provide preliminary tank design drawings or preliminary foundation design drawings prior to contract award. As written, the requirements for Items 2 and 3 effectively limit competition by preventing qualified contractors from obtaining the information necessary to submit a responsive proposal. Will the Government revise or clarify Specification Section 22 12 16, Paragraph 1.4(J), require only Item No. 1 to be submitted with the proposal, with the preliminary tank drawing (Item No. 2) and preliminary foundation design drawing (Item No. 3) to be submitted by the successful contractor after contract award and prior to commencement of fabrication and construction?

ANS: Yes, see revised specifications 22 12 16, Paragraph 1.4(J) attached.

The Government is in agreement with requiring only Item No. 1 to be submitted with the proposal.

See attached document: VHA Directive 1192.01.

See attached document: Flu Appendix B 10-9050 Waiver Form.

See attached document: VA Medical Center-Water Tank Inspection 2026.

See attached document: VHA D1192_01_D_Flu Requirement.

See attached document: 564-19-101 Specification Section 22 12 16 Revised.

See attached document: 564 19 101_Proposed Lay-down and Office Space.

See attached document: 564-19-101 - Geo-tech Report.

See attached document: 564-19-101 PSRDM DATED 05012024.

See attached document: VA Medical Center-Water Tank Inspection 2026 02.

See attached document: 564-19-101 Safety During Construction.

See attached document: 564 19 101_Site Visit Attendance Sheet.

See attached document: 564-19-101 FAA application191009.

36C25626R0015 0002 ATTACHMENTS

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