{"canonical":"https://abierto.us/opportunities/36c25724q0004","key":"36C25724Q0004","url":"https://abierto.us/opportunities/36c25724q0004","title":"Y1DZ--Copy of FY 24 STX New Construction Proj 671-21147 / Repair and Level CLC Canopy Concrete Floor Audie L Murphy Hospital San Antonio (VA-24-00000541)","solicitation_number":"36C25724Q0004","notice_type":"o","open":false,"response_deadline":"2024-04-09T16:00:00Z","first_posted":"2024-01-10","last_posted":"2024-04-04","department":"VETERANS AFFAIRS, DEPARTMENT OF","subagency":"VETERANS AFFAIRS, DEPARTMENT OF","office":"257-NETWORK CONTRACT OFFICE 17 (36C257)","naics":"236220","psc":"Y1DZ","set_aside":null,"place_state":null,"place_county":null,"place_county_name":null,"place_city":null,"place_city_name":null,"winner":null,"award_amount":null,"publications":[{"notice_id":"fa261fcc592c41d6a562c2f3767ce900","title":"Y1DZ--Copy of FY 24 STX New Construction Proj 671-21147 / Repair and Level CLC Canopy Concrete Floor Audie L Murphy Hospital 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(VA-24-00000541)","solicitation_number":"36C25724Q0004","notice_type":"o","base_type":"o","posted":"2024-04-04","posted_at":null,"due_at":"2024-04-09T16:00:00Z","due_date":"2024-04-09","cancelled":null,"archived":null,"archive_date":"2024-05-09","award_number":null,"awardee_name":null,"amount":null,"link_sam":"https://sam.gov/workspace/contract/opp/f88a4c9bf8eb417597d715329050b848/view","enriched":false,"history":[]}],"latest_notice_id":"f88a4c9bf8eb417597d715329050b848","first_type":"o","notices":[{"dates":{"posted":"2024-01-10","response_deadline":{"raw":"2024-02-06T10:00:00-06:00","utc":"2024-02-06T16:00:00Z","date":"2024-02-06","time":"10:00:00","utc_offset_seconds":-21600}},"links":{"sam":"https://sam.gov/workspace/contract/opp/fa261fcc592c41d6a562c2f3767ce900/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"Y1DZ--Copy of FY 24 STX New Construction Proj 671-21147 / Repair and Level CLC Canopy Concrete Floor Audie L Murphy Hospital San Antonio (VA-24-00000541)","agency":{"office":{"code":"36C257","name":"257-NETWORK CONTRACT OFFICE 17 (36C257)"},"subtier":{"code":"3600","name":"VETERANS AFFAIRS, DEPARTMENT OF"},"department":{"code":"036","name":"VETERANS AFFAIRS, DEPARTMENT OF"},"office_address":{"zip":"78240","city":"San Antonio","state":"TX","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2024-03-07","archive_type":"auto_custom"},"contacts":[{"name":"Stephanie L Ingersoll","role":"primary","email":"Stephanie.Ingersoll@va.gov","title":"Contract Specialist"}],"base_type":{"code":"o","label":"Solicitation"},"notice_id":"fa261fcc592c41d6a562c2f3767ce900","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2024_archived_opportunities.csv","etag":"\"d582488fe153a9f11bf629913d176ffc-137\"","fetched_at":"2026-09-16T19:07:39.720164Z","row_sha256":"372e0224d2c7ea10944e72d766658797cc4ece01d355cff9e6d0cbc75619f59f","last_modified":"2026-09-13T14:47:40Z"},"updated_at":"2026-09-16T19:07:39.720164Z","first_seen_at":"2026-09-16T19:07:39.720164Z"},"description":{"text":"The following questions regarding the FY 24 STX New Construction Project 671-21-147 / Repair and Level CLC Canopy Concrete Floor Audie L Murphy Hospital San Antonio, under solicitation number 36C25724Q0004 have been submitted: Re:       Questions #1 36C25724Q0004, STX Repair and Level Community Living Center Concrete Slab              Sealed Bids due 2/6/24 at 12pm CST Is the site visit on January 17th per SF1442 or January 16th per Solicitation page 23 paragraph I.2B? A Site Visit will be conducted on Wednesday, January 17, 2024, at 10:00 AM CST. While Plan Sheet A101 and A201 General Notes C, D, E, G refer to specific work required after raising and leveling of the existing canopy is accomplished, Raising the existing canopy is not designed or required by the plans/specs. Please confirm raising the foundation is not part of this project. Or if intended to be by this contract, clarify such and provide a design for raising the canopy and provide structural, architectural and underground utilities as-built drawings, provide geotechnical report and drawings showing soil types/depths and level where water was encountered. (Sheet S200 shows 4 proposed post lifting elevations) Plan sheet S200 shows new cast-in-place reinforced 18 drilled piers being installed next to the building under the overhang of the roof which will require a specialized low overhead clearance drilling rig as standard drilling rigs will not fit. As this is not a design build project, please identify total depth required for each of the new deep drill piers shown on S200. (Drilled piers shall be 15 ft deep, measured from existing grade) Are the 8 x8 steel angle assemblies to be galvanized? (Yes, steel angle to be galvanized assembly) Keynote 14 on plan sheet A101 indicates to Move the Drink Machine to a safe location off the canopy during leveling. Coordinate with VA for temporary location.  Please confirm the VA will have the drink machine re-located by the vendor who owns the drink machine. The VA will be responsible for relocating the drink machine. Please provide manufacturer s basis of design for the ½ thick 18 wide stainless steel bench supports and glu-lam benches. (This should match existing bench, product data to be submitted for approval) This is not a design build project. If a FboNotice shield is required to prevent FboNotices from growing toward and under the foundation, reference S100 general note 3.2, please provide requirements for the FboNotice shield by amendment. (Root barriers must be impermeable to tree FboNotices. The barrier should be 24inches deep, measured from final grade. Root barrier panels, such as those by Century products, or Rhizome barrier supply are acceptable). If a FboNotice shield is required, the trench for the FboNotice shield will cut through the FboNotices of the existing trees. Contractor is not responsible for trees surviving installation of the FboNotice shield. Contractor shall coordinate with the COR prior to installation of the FboNotice shield. Please provide the report referenced in general note 3.3 / S1.0. (Report Observation of Canopy at Audie Murphy Facility has been provided). Electrical (both demolition and new) work is required by keynotes 3, 5 and 12 on plan sheet A201 and notes on A301. Please identify on a plan sheet location of electrical panel P1AB#12 per 1&3/A301. (Panel location and Schedule attached to email and RFI s). Will 6 temporary construction fence be required around the project site? Yes, a temporary screened fence will be required on the project site. Can a laydown area be provided close to the project site for construction office trailer & storage? A temporary small area can be provided for equipment storage only. Additional temporary requirements shall be coordinated with the COR. The existing conditions Demolition Plan C1.2 does not seem to identify the actual existing sidewalk / handrail conditions adjacent the curb where the drill rig will sit. What happens to this additional sidewalk and handrail? (Proposed sidewalk is shown in sheet C3.0, need to include note for proposed handrail) Confirm the VA will provide access (a tall ladder) at the site visit to see the roof condition, reference 2/A401? Roof conditions can be viewed without ladder access. Please provide as-built drawings showing the flashing between the lower canopy roof and the higher canopy building/roof. No As-Built drawings available. Please confirm the existing grade contour shown on C1.2 is 950 . (Yes, grade line is 950 per survey, contractor to confirm). Provide a design for raising the canopy including loads, geotechnical report with boring logs, structural as-built drawings, architectural as-built drawings, and underground utilities as-built drawings. (The AE did not design the canopy so they do not have loads, geotechnical reports, or drawings. The VA staff did extensive search for these documents but they were never found.) Reference details 1 and 8 on S200. Confirm precast soil retainers are located only at the 18 diameter drilled piers. (Soil retainers are required around the entire perimeter of the raised slab to prevent surrounding soil from entering and voids.)","origin":"extract"},"notice_type":{"code":"o","label":"Solicitation"},"schema_version":1,"solicitation_number":"36C25724Q0004","product_service_code":"Y1DZ"},{"dates":{"posted":"2024-01-16","response_deadline":{"raw":"2024-02-06T10:00:00-06:00","utc":"2024-02-06T16:00:00Z","date":"2024-02-06","time":"10:00:00","utc_offset_seconds":-21600}},"links":{"sam":"https://sam.gov/workspace/contract/opp/aca73fda9623490d838366f2a094cd6e/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"Y1DZ--Copy of FY 24 STX New Construction Proj 671-21147 / Repair and Level CLC Canopy Concrete Floor Audie L Murphy Hospital San Antonio (VA-24-00000541)","agency":{"office":{"code":"36C257","name":"257-NETWORK CONTRACT OFFICE 17 (36C257)"},"subtier":{"code":"3600","name":"VETERANS AFFAIRS, DEPARTMENT OF"},"department":{"code":"036","name":"VETERANS AFFAIRS, DEPARTMENT OF"},"office_address":{"zip":"78240","city":"San Antonio","state":"TX","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2024-03-07","archive_type":"auto_custom"},"contacts":[{"name":"Stephanie L Ingersoll","role":"primary","email":"Stephanie.Ingersoll@va.gov","title":"Contract Specialist"}],"base_type":{"code":"o","label":"Solicitation"},"notice_id":"aca73fda9623490d838366f2a094cd6e","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2024_archived_opportunities.csv","etag":"\"d582488fe153a9f11bf629913d176ffc-137\"","fetched_at":"2026-09-16T19:07:39.720164Z","row_sha256":"83a22ea6ef4e732bbe6e2d20ac2d65e99f4041a28181a33f62dea6780a905d52","last_modified":"2026-09-13T14:47:40Z"},"updated_at":"2026-09-16T19:07:39.720164Z","first_seen_at":"2026-09-16T19:07:39.720164Z"},"description":{"text":"The following questions regarding the FY 24 STX New Construction Project 671-21-147 / Repair and Level CLC Canopy Concrete Floor Audie L Murphy Hospital San Antonio, under solicitation number 36C25724Q0004 have been submitted: 1. Amendment #2 Q&A #9 indicates the report Observation of Canopy at Audie Murphy Facility has been provided. We do not find the report. Please provide. (See Attached) 2. Electrical contractor notices that the Specifications Table of Contents lists section 26 05 11 Requirements for Electrical Installations but does not include it. Please provide specification section 26 05 11 (See Attached Specification)","origin":"extract"},"notice_type":{"code":"o","label":"Solicitation"},"schema_version":1,"solicitation_number":"36C25724Q0004","product_service_code":"Y1DZ"},{"dates":{"posted":"2024-02-01","response_deadline":{"raw":"2024-02-29T10:00:00-06:00","utc":"2024-02-29T16:00:00Z","date":"2024-02-29","time":"10:00:00","utc_offset_seconds":-21600}},"links":{"sam":"https://sam.gov/workspace/contract/opp/941007d9fb854fc6b63839233b39e9c1/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"Y1DZ--Copy of FY 24 STX New Construction Proj 671-21147 / Repair and Level CLC Canopy Concrete Floor Audie L Murphy Hospital San Antonio (VA-24-00000541)","agency":{"office":{"code":"36C257","name":"257-NETWORK CONTRACT OFFICE 17 (36C257)"},"subtier":{"code":"3600","name":"VETERANS AFFAIRS, DEPARTMENT OF"},"department":{"code":"036","name":"VETERANS AFFAIRS, DEPARTMENT OF"},"office_address":{"zip":"78240","city":"San Antonio","state":"TX","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2024-03-30","archive_type":"auto_custom"},"contacts":[{"name":"Stephanie L Ingersoll","role":"primary","email":"Stephanie.Ingersoll@va.gov","title":"Contract Specialist"}],"base_type":{"code":"o","label":"Solicitation"},"notice_id":"941007d9fb854fc6b63839233b39e9c1","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2024_archived_opportunities.csv","etag":"\"d582488fe153a9f11bf629913d176ffc-137\"","fetched_at":"2026-09-16T19:07:39.720164Z","row_sha256":"5410edced8e8daff4c8f3f524fe39942cb86e8af054a9618cc2760e7a033bbd7","last_modified":"2026-09-13T14:47:40Z"},"updated_at":"2026-09-16T19:07:39.720164Z","first_seen_at":"2026-09-16T19:07:39.720164Z"},"description":{"text":"RFI Questions #4 36C25724Q0004, STX Repair and Level Community Living Center Concrete Slab              Sealed Bids due 2/29/24 at 10am CST What is the dimension and purpose of the air gap required between the new steel angle and the bottom of the concrete foundation on Detail 1/S200? That is not a physical gap. That is a space shown on the contract documents for drafting clarity. We understand from the site visit that possible damage to the irrigation system is of no concern as the irrigation system located at the building is no longer in service. The irrigation system is no longer in service. The irrigation system shall be capped at the service line for future use. We understand that there are no changes between the originally issued solicitation, plans, and specifications and the versions issued in amendment #1. Please confirm. The Solicitation has been Extended until 29 February 2024. Please see all of the Amendments in SAM.gov for any questions. Detail labeled Drilled in deep foundation plan view on S200 states For approximate proposed post lifting elevations, see civil.  The civil drawings do not provide the proposed post lifting new slab elevations. Please provide. Match existing grade, slop away at a minimum of 0.5%. Maintain ADA requirements. (reference sheet C1.1 and C3.0) Please provide applicable as-built underground utility drawings including water, sewer, storm, irrigation, electrical, comm, etc. Related As-Builts drawings are not available. Note 13.5 on S100 states Embed Rods 4in into top of drilled shaft with hilti re-100 epoxy or approved equivalent. This conflicts with detail 4/S200 which shows anchor rods 8 into the top of the drill pier. Please clarify the requirements for the anchor rod including minimum overall embed in drill pier. The detail 4 s200 i have has a reference to the notes, not a dimension for embedment. Can the anchor rods shown on detail 4/S200 be wet set instead of drilled and epoxied later? Yes. The existing building may not hold up well to being lifted and may suffer additional cracking and damage. Please confirm that repairs due to possible damage caused by lifting/leveling work will be paid for by modification to the contract as these are unknown pre-bid. The Contractor shall immediately adhere to the construction specifications as per the contract. How heavy are the existing concrete benches to be relocated and how far will they be relocated to? The 1-ton concrete benches and basins shall be removed and relocated by the VA to another area for use. Confirm the existing large concrete basin type ash trays (not identified on the drawings) are existing to remain? If not and contractor is responsible for moving, please identify weight and location to be relocated to. The 1-ton concrete benches and basins shall be removed and relocated by the VA to another area for use. Are we to dispose/abate of any asbestos, lead, mold or other hazardous material as part of this project? If so, provide appropriate hazardous material site survey report. No disposal or abatement required. What will the ICRA level be for this project? Level 4 Are there any required/proprietary subcontractors the general contractor is to hire associated with this project? The Contractor shall immediately adhere to the construction Statement of Work and specifications as per the contract. Will all work associated with this project able to be performed during regular working hours? Work hours adjustments shall be necessary to comply with the CLC patients and related work requirements. It is our understanding that the Solicitation is a negotiated Bid (RFP) design-bid-build project with the Government's AE being responsible for the design portion (providing a full and complete set of Specifications and Plans) and the successful offeror being responsible for bidding and building the project based on the Specifications and Plans provided by the Government's AE. Put another way, the successful offeror will not be required to perform any design-build services as part of the contract - correct? Correct, this is a design-bid-build project. Any Design related questions that are not clear and apparent within the Contractual Documents shall be forwarded in the form of a Request for Information (RFI). Please note that the successful offeror has the right to means and method . If the successful offeror elects to deviate and attempts to submit a product different from the AE s Design. The successful offeror shall assume total responsibility. According to drawing A201, Keyed Note 3, we are to remove the existing blank cover plate, the existing electrical box and associated electrical wiring at the three (3) locations where this note appears and install a new duplex outlet (receptacle) with USB capability and new electrical wiring as shown on plan . The outlets are to be recessed in the column or wall and mounted at the height of the existing outlet (where the blank covers were previously removed). The outlets are to have cover plates that match the existing outlet currently serving the drink machine. Because the specifications do not spell out exactly what wiring devices are to be used and there are no Electrical drawings issued for this bid, the Keyed Note instructions bring up several questions: If the three existing outlet locations where the blank covers are to be removed are already installed recessed in the brick columns or walls, why are these boxes to be removed and replaced with new outlet boxes in the same locations? Electrical boxes shall not be removed. Replace exiting electrical input with new duplex outlet (receptacle) with USB capability. Is there existing circuit wiring already installed at each of these locations? If so, why is it being replaced? There is no other plan issued as part of the bid documents showing any new electrical wiring to be installed. If there is any new wiring required to be installed, please provide the missing drawing showing this. New wiring shall not be required. Use exiting wiring to install new duplex (receptacle) with USB capability. As required by the NEC, the new duplex receptacles that are to be installed should be weather resistant (WR) rated and should be GFCI protected as well, since they are located in an exterior location subject to weather and possible moisture. If the existing circuit or circuits serving these receptacles are not already protected by GFCI circuit breakers, the receptacles themselves should be of the GFCI type, as should the existing duplex receptacle serving the drink machine. Are these circuits already served by GFCI circuit breakers? The circuit breakers are not GFCI breakers. If the existing circuits for these outlets are not already served by GFCI circuit breakers, then GFCI protected receptacles that are WR rated will need to be installed in these locations and this could be done very easily. However, the instructions to provide USB charging capability will be an issue because there are no manufacturer s that provide a GFCI protected and WR rated duplex receptacle that also has integral USB charging ports. If the circuit(s) serving the new receptacles are already GFCI protected with a GFCI circuit breaker, then regular duplex receptacles that are WR rated and have USB charging ports are available and can be properly installed in these locations. Please confirm that the existing circuits are GFCI circuit breaker protected or remove the requirement for USB charging capability. Receptacles shall be GFCI, notify VA if no GFCI receptable with USB Type C are available during construction. If there is no requirement for the new receptacles to be GFCI protected, they may still be WR rated and can have integral USB charging ports. If these receptacles with USB charging ports are to be installed, please confirm which type of USB port is required. These can have either one or two ports but we would need to know if they are Type A of Type C USB connections. Non-GFCI WR rated duplex receptacles are available with one port, either Type A or Type C, two ports that are the same Type or two individual Type A and Type C. Please clarify what Type USB ports are intended. 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