A05 75H70124R00027 Amendment A00003.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)

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

A00003

KELLY J. BRITTON

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

Project: PH21EK01C7, Relocate and Install two (2) existing Elko Mobile Units

Amendment A00003 is issued to provide the responses to pre-proposal inquiries 4-8, extend the proposal due date FROM June 27, 2024 TO July 2, 2024 by 2:00pm MST and to replace Attachment J01d Elko Mobile Units Foundation System.

Included in this amendment is an updated SF1442, updating Block 13 and Attachment J01d Elko Mobile Units Foundation System Rev 01 dated June 20, 2024, 4 pages.

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 Division of Engineering Services (DES) - Seattle 701 5th Ave, Suite 1600 Seattle, WA 98104

See Block 6

75H701-24-R-00027

PH21EK01C7

1 9

06/20/2024

05/13/2024

Amendment of Solicitation Amendment A00003 under Solicitation 75H701-24-R-00027 Project PH21EK01C7, Relocate and Install two (2) existing Elko Mobile Units

INDIAN HEALTH SERVICE

DIVISION OF ENGINEERING SERVICE

PRE-PROPOSAL INQUIRIES

Solicitation 75H701-24-R-00027

PROJECT:

Relocate and Install two (2) existing Elko Mobile Units

LOCATION: Elko, NV

PROJECT NO: PH21EK01C7

DOCUMENT OWNER: Kelly Britton PHONE: 602-364-5081 DOCUMENTS:

DATE: 6/20/2024 DEPARTMENT: IHS/PAO/DFE

Item No.

Reference Drawing, Spec, Page COMMENTS POC IHS Approved Response

Amendment A00003 dated 06/20/2024

4. Section L.11(1)(b) (Page 49)

Outlines requirements for (i) Table of Contents; (ii) List of Tables and Figures; and (iii) Summary of Technical Proposal in Volume I. Do these sections count against the 10-page limit?

Kelly No, the 10 page limit does not include (i) Table of Contents; (ii) List of Tables and Figures; and (iii) Summary of Technical Proposal

5. Section L.11(1)(b) (Page 49)

Outlines requirements for (iii) Summary of Technical Proposal in Volume I. What are the submission requirements/evaluation criteria for this section?

Kelly The “Summary of Technical Proposal” is a brief narrative of the technical proposal. The summary is an introduction to the technical proposal and is not evaluated under Section M.

6. Do the Superintendent, SSHO and QC Manager need to be 3 separate individuals?

Kelly These positions may be the same individual.

7. Can the period of performance be extended after award once the material/equipment lead times are confirmed due to current market conditions for the equipment for this project?

Kelly If the period of performance of 150 calendar days is known to be unrealistic prior to award, offerors shall include supporting information in their proposal of any material or equipment that have unusually long lead time. This does not count towards the page limit in L.11 General Instructions. Once the lowest priced technically acceptable proposal, the period of performance may be amended prior to award. The proposed period of performance is not an evaluation factor.

Amendment of Solicitation Amendment A00003 under Solicitation 75H701-24-R-00027 Project PH21EK01C7, Relocate and Install two (2) existing Elko Mobile Units

INDIAN HEALTH SERVICE

DIVISION OF ENGINEERING SERVICE

PRE-PROPOSAL INQUIRIES

Solicitation 75H701-24-R-00027

PROJECT:

Relocate and Install two (2) existing Elko Mobile Units

LOCATION: Elko, NV

PROJECT NO: PH21EK01C7

DOCUMENT OWNER: Kelly Britton PHONE: 602-364-5081 DOCUMENTS:

DATE: 6/20/2024 DEPARTMENT: IHS/PAO/DFE

Item No.

Reference Drawing, Spec, Page COMMENTS POC IHS Approved Response

8. Are soil boring reports available? If not, it will be assumed that excavation will be clear of rocks and obstructions.

Vernon 1. Soil boring reports are NOT available for the site.

2. See Attachment J01d Elko Mobile Units Foundation System Rev. 01 dated 2024.06.20, changes are identified in red.

a. Paragraph 1.b change to “Over-excavate and Scarify existing soil to 24” 12” deep, recompact to 95% min.

density for the entire site, build up trailer pad to match adjacent asphalt road slope.”

b. Reference paragraph 2 for Concrete Foundation requirements

PH23EK05C7 – Elko – Mobile Units Installation with Site Utilities Page 1 of 4

Attachment J.01d – Elko - Mobile Units Foundation System PH23EK05C7 – Elko – Mobile Units Installation with Site Utilities

June 20, 2024, Revision 1 This foundation system is based upon the U.S. Department of Housing and Urban Development, Model Manufactured Home Installation Standards, 2003 Edition. The original document can be found at website: https://www.hud.gov/sites/documents/225HUD.PDF and was last accessed on May 29, 2023. This foundation system is to be used in the absence of a similar standard from the Tribal, local, county, or state governments.

1. Subbase

a. All exterior finished grades shall slope to drain away from building walls to eliminate water pockets adjacent to building foundations.

b. Over-excavate and scarify existing soil to 24” 12” deep, recompact to 95% min. density for the entire site, build up trailer pad to match adjacent asphalt road slope.

c. Excavation will be cleared of rocks and obstructions, including the existing concrete blocks.

d. Soil boring reports are NOT available for the site.

2. Concrete Foundation

a. Provide concrete reinforced strip footings and grade beam “waffle” type foundation system to support the Units; footings are placed on 16” deep subbase fill compacted to 90 percent of maximum relative density, concrete footings are 16 inches wide x 8 inches deep minimum poured-in-place concrete ribbons with a 28-day compressive strength of 3,000 psi, including cast-in-place concrete reinforcing steel, (2) #4 continuous at bottom of footings.

b. All concrete shall conform with ASTM C-94, with a water/cementitious material ratio of 0.58, Type V cement, and attain the following minimum strengths at 28 days (1) Footings;

3,000 PSI, (2) Sidewalks; 2,500 PSI.

c. Top of footing shall match adjacent asphalt road finish elevation.

3. Provide 4” diameter Steel Guard Post, Sch. 40, Galvanized, Height 36” minimum, fill with grout and crown top, concrete embedment 36” below grade, Type 1 Permanent concrete bollards, in accordance with Detail No. 140 Bollard, Revised 01-01-2009.

4. Frame Blocking

a. Design requirements for concrete block piers.

b. Provide frame piers less than 36 inches high as follows:

c. Frame piers less than 36 inches high are permitted to be constructed of single, open, or closed-cell concrete blocks, 8 inches, 8 inches, 16 inches, when the design capacity of the block is not exceeded.

(1) The frame piers shall be installed so that the long sides are at right angles to the supported I-beams, mortar is not required.

(2) The concrete blocks shall be stacked with their hollow cells aligned vertically and shall be positioned at right angles to the footings; mortar is not required.

(3) Horizontal offsets from the top to the bottom of the pier shall not exceed one-half inch.

d. Provide frame piers 36 inches to 67 inches high and corner piers.

https://www.hud.gov/sites/documents/225HUD.PDF

PH23EK05C7 – Elko – Mobile Units Installation with Site Utilities Page 2 of 4

(1) All frame piers between 36 inches and 67 inches high and all corner piers over three blocks high shall be constructed out of double, interlocked concrete blocks, as shown in Figure B to this section, when the design capacity of the block is not exceeded. Mortar is not required for concrete block piers

(2) Horizontal offsets from the top to the bottom of the pier shall not exceed one inch.

5. Perimeter support Piers

a. Provide piers required at supports, perimeter piers, and piers at exterior wall openings are permitted to be constructed of single open-cell or closed-cell concrete blocks, with nominal dimensions of 8 inches × 8 inches × 16 inches, to a maximum height of 54 inches, when the design capacity of the block is not exceeded.

b. Provide piers used for perimeter support shall be installed with the long dimension parallel to the perimeter rail.

6. Pier Location and Spacing

a. The location and spacing of piers depends upon the dimensions of the unit, the live and dead loads, the type of construction, I-beam size, soil bearing capacity, footing size, and such other factors as the location of doors or other openings.

b. Mate-line and column pier supports, unless the pier support and footing configuration is designed by a registered professional engineer or registered architect.

c. Piers supporting the frame shall be no more than 24 inches from both ends and not more than 120 inches center to center under the main rails.

d. Pier support locations and spacing shall be presented, as applicable, unless alternative designs are provided by a professional engineer or registered architect in accordance with acceptable engineering practice.

e. Piers may be offset up to 6 in. in either direction along the supported members to allow for plumbing, electrical, mechanical, equipment, crawlspaces, or other devices.

f. Single-stack concrete block pier loads shall not exceed 8,000 lbs.

7. Required Perimeter Supports

a. Perimeter pier or other supports shall be located as follows:

(1) On both sides of side wall exterior doors (such as entry, patio, and sliding glass doors) and any other side wall openings of 48 inches or greater in width, and under load-bearing porch posts, factory installed fireplaces, and fireplace stoves).

(2) Other perimeter supports shall be:

i. Provided by other means such as additional outriggers or floor joists. When this alternative is used, consider the additional loads in sizing the pier and footing supports under the main chassis beam.

ii. For roof live loads of 40 psf or greater, a professional engineer or architect shall determine the maximum sidewall opening permitted without perimeter pier or other supports.

b. The location and installation of any perimeter pier support shall not take the unit out of compliance with the Manufactured Home Construction and Safety Standards.

8. Typical Blocking Diagram for Single Section Unit

PH23EK05C7 – Elko – Mobile Units Installation with Site Utilities Page 3 of 4

a. Framed piers shall be single, closed cell concrete block, 8x8x16, install at right angle to support I-beams, mortar is not required.

b. End piers under main I-beams may be set back a maximum of 24 inches, as measured from the outside edge of the floor to the center of the pier.

c. Place piers on both sides of sidewall exterior doors, patio doors, and sliding glass doors;

under porch posts, factory-installed fireplaces, and fireplace stoves; under jamb studs at multiple window openings; and at any other sidewall openings 48 inches or greater in width.

For roof loads of 40 psf or greater, a professional engineer or registered architect shall determine the maximum sidewall opening permitted without perimeter supports.

9. Ground Anchor Installation

a. Provide ground anchor assembly designs tested to meet or exceeded a working load of 3,150 pounds and sustained an ultimate load of 4,725 pounds in the weakest soil classification for which the anchors were tested and certified.

b. Specifications for tie-down straps and ground anchors

c. Ground anchors shall be installed in accordance with their listing or certification, be installed to their full depth, be provided with protection against weather deterioration and corrosion at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 oz./ft.2 of surface coated, and be capable of resisting a minimum ultimate load of 4,725 lbs. and a working load of 3,150 lbs., as installed. The ultimate load and working load of ground anchors and anchoring equipment shall be determined by a registered professional engineer, registered architect, or tested by a nationally recognized third-party testing agency in accordance with a nationally recognized testing protocol.

d. Tie-down straps. A 11⁄4 inch × 0.035 inch or larger steel strapping conforming to ASTM D 3953—97, Standard Specification for Strapping, Flat Steel and Seals, Type 1, Grade 1, Finish B, with a minimum total capacity of 4,725 pounds (lbs.) and a working capacity of 3,150 pounds (lbs.) shall be used. The tie-down straps shall be provided with protection against weather deterioration and corrosion at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 oz./ft.2 of surface coated. Slit or cut edges of coated strapping need not be zinc coated.

e. The requirements in paragraph (c) of this section shall be used to determine the maximum spacing of ground anchors and their accompanying anchor straps, based on the soil classification:

(1) The installed ground anchor type and size (length) shall be listed for use in the soil class at the site and for the minimum and maximum angle permitted between the diagonal strap and the ground; and

(2) All ground anchors shall be installed in accordance with their listing or certification and the ground anchor manufacturer installation instructions; and

f. If required by the ground anchor listing or certification, the correct size and type of stabilizer plate is installed. If metal stabilizer plates are used, they shall be provided with protection against weather deterioration and corrosion at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 oz./ft.2 of surface coated. Alternatively, ABS stabilizer plates may be used when listed and certified for such use.

g. Anchor per manufacturer’s recommendations

h. Maximum Diagonal Tie-Down Strap Spacing, Wind Zone I

PH23EK05C7 – Elko – Mobile Units Installation with Site Utilities Page 4 of 4

(1) Nominal floor width, single section: 12/24 ft., 144 in. nominal section(s)

(2) Max. height from ground to diagonal strap attachment: 25 in

(3) I-beam spacing: 14 ft. 2 in

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF PAGES

75H701-24-R-00027

Indian Health Service Division of Engineering Services (DES) - Seattle 701 5th Ave, Suite 1600 Seattle, WA 98104

Project: PH21EK01C7, Relocate and Install two (2) existing Elko Mobile Units

Location: Southern Bands Health Center (SBHC), which is located at 515 Shoshone Circle, Elko, Nevada 89801.

See Section L for Proposal Submittal Instructions and Site Visit Information.

This project will be procured as a 100% Small Business set-aside under North American Industry Classification System (NAICS) code 236220 Commercial and Institutional Building Construction. The associated size standard for this procurement is $45 million.

CONSTRUCTION MAGNITUDE: The magnitude of this construction project is anticipated to be between $500,000 and $1,000,000, in accordance with FAR 36.204.

Indian Health Service, Phoenix Area OEHE Attn: Kelly Britton 40 N. Central Ave, Suite 720 Phoenix, AZ 85004-4424

Kelly Britton (602) 364-5081 or kelly.britton@ihs.gov

PH21EK01C7

1 5605/13/2024 local time 7/2/2024

2:00pm PDT

10 days after award

F.2. FAR 52.211-10

AWARD (To be completed by Government)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

B.3.

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

Indian Health Service Attn: Financial Management 40 N Central Avenue, Suite 512 Phoenix, AZ 85004

KELLY J. BRITTON

LUMP SUM TOTAL $________________