B05 Amendment 1.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

Thupten Tsering, Contracting Officer

The purpose of amendment 1 to solicitation 75H70124R00030 is the following:

1. Incorporate RFI responses 1-10.

2. The proposal due date is unchanged at 2:00pm Central Time on 6/7/2024.

3. All other terms and conditions remain unchanged.

Indian Health Service - DES Seattle 701 5th Avenue, Suite 1600 Seattle, WA 98104

See Item 6

N/A

75H70124R00030

OK8LAA01HB

1 3

05/31/2024

05/08/2024

75H70124R00030 Lawton Modular Pad Site Prep RFI’s 5/31/2024

1. Within the GeoTech Report Sec�on 4.2 Subgrade Improvements, 2 different approaches are noted;

does I.H.S. have a preferred method/approach? No preferred method/approach. It’s recommended to choose an approach that will complete all work under this project as indicated in the project documents.

2. The SOW shows a 6” pad with 6” foo�ngs; are we to assume this is the preferred approach instead of the column and wall foo�ng stated in Sec�on 4.3? Contractor will provide a six-inch concrete slab per founda�on recommenda�ons of the Geotechnical report from ESC Southwest, LLP (ESC Project Number 58:1771, January 2, 2024). The SOW tasks and deliverables indicate that the contractor provide a concrete slab will include the stamped design and drawings from a licensed structural engineer.

3. Page 4 of the SOW Section 2 references utility work; are we to provide utilities for the modular building as a part of this project? See Section 3.0 of SOW, “site utilities…by others”. Lawton will provide the tie ins.

4. Electrical:

a. We need a detail on the primary service.

b. What is the distance from the primary to the modular building?

c. Can the wiring, from the primary to building disconnect, be ran overhead or does have to be in a conduit.

Lawton Indian Service will be providing the tie ins for the Electrical, Sewer, and Domestic water

5. Sanitary Sewer:

a. On sheet S-3 it looks like there is only sewer connection. Is this correct?

b. What size is the connection?

c. Where is the main sewer line that we would tie into located at? What size is this main line?

Lawton Indian Service will be providing the tie ins for the Electrical, Sewer, and Domestic water

6. Fresh Water:

a. Is there only one tie-in required for the water?

b. What size is the tie-in?

c. Where is the main water supply coming from? Whate size is the main line?

d. If we have to cross parking lots and/or roadways, do we have to bore the lines or can we cut the pavement?

Lawton Indian Service will be providing the tie ins for the Electrical, Sewer, and Domestic water

7. Our typical work schedule is 6 days a week with 10 hour days. Typically 7:00 AM to 5:30 PM. Will these working hours be allowed? Due to this project;s tight timeline, we would like to reduce schedule risk as mu7ch as possible. 7am to 530pm is acceptable. Work may only take place Monday

– Friday, excluding all federal holidays. After hours or weekend work must be requested and approved when drafting the schedule, post award.

8. The drainage install cannot be bid with any accuracy until the engineering has surveyed and produced approved stamp drawings. Engineering wouldn't initiate until after notice to proceed. How would you like us to proceed with the limit scope information for the drainage installation? This will be a firm fixed price contract. As such, contractors are responsible for proposing all associated costs for engineering. The SOW tasks and deliverables indicate that the contractor provide a drainage plan that will include the stamped design and drawings from a licensed civil engineer.

9. The concrete pad is in a similar situa�on as the drainage install. Un�l there have been stamped and approved drawings the scope is limited. However, we feel that we can be much more accurate with our experience in similar medium to large founda�on installa�ons. Currently, we have bid a 9600 sq� pad with #4 rebar at 12" spacing. The perimeter of the pad includes a spread footer that is 2' wide and 1' extending beyond the botom of the slab with #4 rebar for support. If the structural engineer determines this is inadequate, then adjustment in pricing may be necessary. Please advise if you would like use to proceed this current path. See #2 & #8

10. Our site will have a silt fence around the entire site. Additionally, we will have a 3' T Post orange fence. Tools and equipment will be locked away daily or removed from site. Will the 3' orange fence provide an adequate barrier? Yes, the fence will be adequate.