B05 26R00019 A00001.pdf

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

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

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

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

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

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

A00001

The reason for this amendment on this solicitation is to answer questions from vendors, provide contact information to request the as-builts, and to provide the site visit sign in sheet.

See Q&A below.

Division of Eng. Services Seattle 701 Fifth Avenue, Suite 1600 Seattle WA 98104

See block 6

75H70126R00019

BI25NC201C06

1 4

04/15/2026

04/01/2026

Solicitation: 75H70126R00019 Amendment 00001

QUESTIONS AND ANSWERS

Q1. Looking at sheet S101, Are we replacing Grade Beams (GB) on grid lines 6,4 and 12 or do those remain as existing?

A1. As noted on S101 Foundation Plan General Notes #5 – GB Denotes grade beam to be designed by precast manufacturer. Therefore:

• Grade beams on Line 6 between N and O are to be replaced.

• Grade beams on line 4 between M and O are to be replaced.

• Grade beams on Line 12 between F.5 and G are to be replaced.

Grade beams to remained are denoted as existing.

Q2. On C201 there reference to a chain link fence, but doesn’t show its location. The next the chain link fence it references a 8’‐6” location of something? See below cut out from C201.

A2. The reference to the chainlink fence can be disregarded. This was a left‐over label from the previous design that included the conductive concrete and electrical components. There was to be a security fence around the electrical equipment.

Q3. There were discussions on replacing the handrails. They’re not noted on the plans, but also there is a good plan sheet where you can show these. Can you confirm and maybe have the design team add a detail and footage of what they want?

A3. The ramp and rail are not included as part of this project.

Q4. The specifications call for a Type V cement. Type V is no longer available as federal regulations have forced cement manufacturers to only produce Type 1L (10) in America. Can this be changed to Type 1L

(10)?

A4. Type 1 L (10) is an acceptable substitution if the contractor can provide test results demonstrating that the proposed mix meets or exceeds the required performance criteria and equivalent sulfate resistance.

Q5. We must request the as built drawings for the existing Lame Deer facility for the Lame Deer ambulance bay and helipad repairs. Specifically, we need additional structural details to determine how to dismantle Grid 4,6, and 12 at exterior walls. To install the new precast structural beams. The drawing also refers to the existing drawings.

A5. The Lame Deer facility as‐builts are provided with this amendment. The Government did not complete an exhaustive forensic evaluation of the exterior wall structures. The intent was to remove the walls and improvements to minimal impacts and reinstalled per the original plans. This is a remove and replace project. If there are further questions after the contractor has had an opportunity to review the as‐builts, we can maybe answer those specific questions.

Due to the size of the drawings, offerors must request access to the IHS Secure File Transfer Site. Please contact Matt Sanders, matt.sanders@ihs.gov to request access to the as‐builts.

Q6. Due to location and potentially impacting weather conditions, can a winter exclusion period be added (November 1, 2026 – May 15, 2027)?

A6. The ambulance bay and drive must be completed this year, as they are currently shut down, which is impacting ambulance access and patient delivery to the ED. If we reach a point where the remaining scope cannot be completed prior to winter, we can agree to a winter shutdown. This can be a modification issued after award.

Some contractors may already have work scheduled, which could impact the project start. Phasing and issuance of the NTP can be discussed further following award.

Q7. On the current pole light there are cameras. Will these be relocated or completely removed?

A7. The only light pole that is within the project limits would be the navigation light which is to remain and be protected.

Q8. On the loading dock and ambulance roof expansion are lights to be installed under them?

A8. There are no lights as indicated in the question. The overhang is not part of the scope and should remain.

Q9. On page C402 the radio receiver/decoder for the helistop led insert lights need a receiver. Is there currently a receiver on site or will a new receiver/decoder be needed?

A9. There is currently not a radio receiver/decoder installed at the site. The existing heliport lights are controlled via a wall mounted light switch within the Ambulance Bay. After construction, the intent is for the heliport lights to continue to be controlled via wall mounted light switch.

Q10. Our suppliers are asking for a mechanical schedule that lists out the components and equipment for the helipad job. Would you please email the mechanical schedule as soon as you can.

A10. The ventilation in the crawlspace is natural ventilation and does not have mechanical equipment.

The duct sizing and information are indicated on the drawings.

Q11. Is the entire L806 wind cone existing, or just the wind sock as noted on E101? Or is a new L806 to be furnished?

A11. Existing wind sock is to remain and be protected. New electrical is to be connected to existing wind sock.

Q12. Sheet S101, note 5. Can the precast grade beams be cast in place? Cast in place will meet all structural requirements and, in this application, (structural repair) provide the safest and most reliable application for this repair. The weight of the precast beams and the method of installing them create challenges and significant costs.

A12. Switching to cast‐in‐place would require a substantial redesign to accommodate the existing connections. The intent was to design around keeping the existing pile cap as is and reusing the connection points. It would be recommended to build as designed.