B05 Amdnment A0001-75H70124R00009 Peach Springs Staff Quarters.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

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

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)

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)

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

A0001

Andrew Hart, Supervisory Contracting Officer

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

The purpose of this amendment is to Provide Q&A as of October 31, 2023. Due to the type and size of the CAD file, all offerors must contact the contract specialist, Jong Kim by email at jong.kim@ihs.gov for those CAD files, Existing Grade.xml, Finished Grade.xml, MA-CS-SI-41629.06 (10-30-2023).dwg, MC-VB-41629.06 (10-30-2023).dwg.

The Solicitation closing date and time remain November 28, 2023 at 1:00 PM (Pacific Time). All other terms and conditions of this solicitation remain unchanged.

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.

Indian Health Service - DES Seattle 701 Fifth Ave, Suite 1600 Seattle, WA 98104

See Item 6

9A. AMENDMENT OF SOLICITATION NUMBER

75H70124R00009

5. PROJECT NUMBER (If applicable)

20-080

1 2

10/31/2023

9B. DATED (SEE ITEM 11)

10/19/2023

Amend No. Item # Date Submitted

Question Type

(Technical or Admin)

Question Response Date Response Responded

By

EXAMPLE 0 11/23/2020 Technical Please provide drawings or plans for ??? 11/23/2020 IHS Response IHS POC

A0001 1 10/25/2023 Technical

1. Can the Government provide the Environmental Assessment and Environmental Clearance documents for the project? Specification Section 01 57 20.00 10 Environmental Protection references the contractor’s responsibility under this section and page 3. 1.7 Environmental Protection Plan and 1.8 Protection Features page 6, references working within areas that have been surveyed/cleared for our planed work area however the area is not referenced on the plans. Also, 1.9 Special Environmental Requirements page 6, Swainson’s Hawk Nesting survey requirements within 10-days of starting on-site work in addition to the February 1 – August 31 nesting season. Additionally, this section references Archaeology, Waters of the US, Wetlands, and other concerns. The clearance documents will help us better understand what the contractor will be required to address under this section and to price the work accordingly.

10/31/2023

The NEPA document was provided with RFC package. Please send to all contractors.

"1.9 Special Environmental Requirements page 6, Swainsons hawk nesting survey requirements" are not pertinent to this project. I am not sure where that is called out in the contract but needs to be removed. This is an oversight by JSRA.

IHS PM

A0001 2 10/25/2023 Technical

2. Can the Government provide the Civil Engineering CAD files?

Attachment B01 DRAWINGS Sheets C001 to C602 show the site civil work to be preformed by the contractor and the CAD file will assist us in provide accurate pricing for the work described in the drawing. 10/31/2023

The following base CAD files have been provided to the Government for distribution: Existing Grade.xml, Finished Grade.xml, MA-CS-SI-41629.06 (10-30- 2023).dwg, MC-VB-41629.06 (10-30- 2023).dwg

Design Firm

A0001 3 10/25/2023 Technical

3. How is the interior wall framing to be attached to the post-tension (PT) slab? Sheet S511, Detail 102 - Perimeter Footing A PT Slab, indicates how the exterior wall framing is to be attached to the PT slab however the interior wall anchoring is not shown or described.

10/31/2023

Non-loadbearing interior partition walls shall be anchored directly to the post-tension slab through use of power-driven fasteners . Power driven fasteners shall be a length that does not extend into the tendon zone of the slab when attached to the wall sill plate. Refer to Detail S512/108 Similar

Design Firm