75H70125Q00011-A00001.pdf

(a) By completing items 8 and 15, and returning or (c) By separate letter or telegram 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 your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter 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

4. REQUISITION/PURCHASE REQ. NO.

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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 ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. 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 NO.

IN ITEM 10A.

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

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 16C. DATE SIGNED

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

2. AMENDMENT/MODIFICATION NO.

A00001

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

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

Project No. PO4YA759C6, Yakama Emergency Egress Improvements, Amendment A00001.

1. The purpose of this amendment is to provide the following: Government responses to the contractor's questions received-in to the solicitation (page 2); SOW Revised (pages 3-8); Yakama Egress Attachment C (page 9); and Schedule B/Bid Schedule Revised (page 10).

2. The solicitation's proposal date remains unchanged at February 27, 2025 @ 2:00pm CST.

3. All other terms and conditions remain unchanged and in full effect.

Indian Health Services (IHS) Division of Engineering Services (DES) - Dallas 1301 Young Street, Suite 106-840 Dallas, TX 75202-5433

Indian Health Services (IHS) Division of Engineering Services (DES) - Dallas 1301 Young Street, Suite 106-840 Dallas, TX 75202-5433

10A. MODIFICATION OF CONTRACT/ORDER NO.

5. PROJECT NO. (If applicable)

PO4YA759C6

PAGE OF PAGES

10B. DATED (SEE ITEM 13)

3. EFFECTIVE DATE

2-10-2025

75H701-25-Q-00011

1/29/2025 is not extended.

One (1)

X

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, 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:

X X

ROBERT S. MILLER

romiller Cross-Out

Yakama Emergency Egress Improvements Solicitation No.: 75H70125Q00011 A00001

Contractor Questions and Government Responses, Dated 7 February 2025, Yakama Emergency

Egress Improvements:

Q: Is TERO required for this project?

A: Yes.

Q: Is TERO set at 4% IAW Schedule B for Yakima Nation (Tribe)?

A: Yes.

Q: What is correct TERO website, include POC information?

A: Website: TERO - Yakama Nation. TERO contact: Macs Kimbol, Macs_Kimbol@yakama.com - 509-

502-7803.

Q: 7 sidewalks show for this project…Google Earth shows 4 of 7 sidewalks complete. Is this indeed the case?

A: Please reference Attachment 1-Statement of Work (SOW) Revised (pages 3-8); Yakama Egress

Attachment C - new (page 9); and Schedule B/Attachment 3-Bid Schedule Revised (page 10).

*As stated within the solicitation, inquiries (questions) must be received no later than 2:00pm CST on 20 February 2025 to allow time for response(s). After which, no further questions are guaranteed to be answered*

NOTICE TO OFFERORS: Offerors must acknowledge receipt of any and all amendments by number and date on their cover letter in their offer or by submitting a signed copy of the SF30. All other terms and conditions remain unchanged.

mailto:TERO%20-%20Yakama%20Nation mailto:Macs_Kimbol@yakama.com

SECTION C

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

I. OVERVIEW

A. SITE LOCATIONS

Yakama Service Unit, Main Clinic: 401 Buster RD, Toppenish, WA 98948

A sitemap is included as Attachment A.

B. PROBLEM STATEMENTS

The Yakama Health Clinic Pharmacy, Dental, Medical waiting and Laboratory emergency exits are identified as fire exits by the Yakama SU fire plan. There’s a lack of designated and clear pathways which poses a safety risk during emergencies.

C. BACKGROUND

The Yakama Indian Health Center is a single-story structure located in the city of

Toppenish, Washington on the Yakama Reservation. The Health Clinic is owned and operated by the Indian Health Service to serve the Yakama Nation and other members of federally recognized tribes and Alaskan Natives. Health programs the clinic offers include: medical and dental primary care, laboratory, radiology, pharmacy and community health programs.

The Yakama Health clinics Dental, Medical waiting and laboratory emergency exits terminate to the yard which violate life safety regulations mandating clear egress routes from all emergency exits. An assessment revealed that the current exterior conditions around the exits lack proper walkways, potentially compromising the effectiveness of emergency evacuation process.

D. OBJECTIVE

This project will result in durable, compliant walkways leading to the safe areas, designated by the Service Units evacuation plan. This will enhance the safety and efficiency of emergency evacuations.

E. WORK SUMMARY

1. Submit shop drawings for constructing the walkways that meet NFPA 101 7.7.1

2. Construct walkways identified in attachment B

3. Perform slip resistance testing

4. Perform inspections and tests to ensure quality and safety standards

II. TECHNICAL REQUIREMENTS

A. CODES, REFERENCES, AND STANDARDS

Work under this contract shall be performed in compliance with the codes, references, and standards listed below. Current version of all codes and standards shall be used.

1. Washington state building code (WSBC)

2. Occupational Safety and Health Administration (OSHA)

3. Architectural Barriers Act

4. Washington State Department of Transportation “Standard Specifications for Road, Bridge, and Municipal Construction”

5. International Building Code (IBC)

B. SUBMITTALS

The Contractor shall provide submittals on the items listed below. COR approval is required before proceeding with the portion of work the submittal applies to.

1. Pre-Construction

a. Project Schedule

b. Safety and Accident Prevention Plan / Hazardous Waste Management and Disposal

c. Shop drawings and specifications

2. Materials and Testing

a. Documents for type of concrete mix

b. Documents for sub-base materials

c. Documents for the finishing material

d. Documents for the rebar

e. Results from the dirt testing

3. Post Construction

a. Provide a binder with Operation & Maintenance Information

b. Warranty Information

c. Shop drawing or red lined drawings

d. Test reports (compression testing/air content testing)

e. Maintenance and operation manuals

C. MATERIAL & EQUIPMENT SPECIFICATIONS

1. Concrete

a. Ready-mixed concrete compliant with ASTM C94/C94M-22

b. The concrete mix should be in accordance with the Washington State

Department of Transportation “Standard Specifications for Road, Bridge, and Municipal Construction” 6-02.3(4), 6-02.3(4)A and 6-02.3(4)B.

2. Reinforcement

a. Rebar: Grade 60 steel bar

b. Wire mesh compliant with ASTM A1064/A1064M

3. Formwork materials

a. Form boards

b. Form release agent: Biodegradable form release oil

4. Sub-base material

a. Gravel: crushed stone or gravel,3/4-inch minus size compacted to a 4-inch depth

5. Finishing material

a. Curing compound: Liquid membrane-forming curing compound, complying with ASTM C309

b. Broom finish

6. Tests

a. Slump test compliant with Washington State Department of

Transportation “Standard Specifications for Road, Bridge, and Municipal

Construction” (WSDOT)

b. Compression testing/air content testing compliant with WSDOT

B. QUALITY ASSURANCE

1. All work must be performed by a valid general contractor’s license in the state of

Washington

2. Have an interim life safety measures plan assessment.

3. OSHA construction safety certification for the site supervisor

4. Concrete must be installed above the minimum temperature requirements

5. Handover all necessary maintenance information.

6. Verify that all walkways meet design specifications and quality standards.

C. WORK EXECUTION REQUIREMENTS

Concrete pavement

• Clean the area of any debris, remove topsoil and level the subgrade to the recommended depth to accommodate for a 4inch gravel base.

• The gravel should be composed of crushed stone or gravel evenly spread and compacted to ensure stable surface for the concrete.

• Use a plate compactor or equivalent tool to provide 5,000-10,000 pounds of force.

• Install formwork, lumber or metal and secure with steel stakes. Ensure alignment.

• Notify building owner of any lawn sprinkler lines that require relocation or replacement if applicable.

• Apply a biodegradable form release before pouring the concrete.

• Place reinforcement materials to enhance the tensile strength of the concrete. The rebar should be Grade 60 steel, ½ inch diameter and the wire mesh should have a

6x6 inch grid size.

• The placing, spreading and compacting concrete should comply with Washington

State Department of Transportation “Standard Specifications for Road, Bridge, and Municipal Construction” 5-05.3(7).

• The joints will be designated as longitudinal and transverse contraction, construction or isolation joints in accordance to the “Standard Plans” Washington

State Department of Transportation “Standard Specifications for Road, Bridge, and Municipal Construction” 5-05.3(8).

• For finishing and curing, refer to Washington State Department of Transportation

“Standard Specifications for Road, Bridge, and Municipal Construction” Chapter

5-03.3(11) and 5-05.3(13) respectively. Curing should be done immediately after the finishing operations have been complete.

Concrete Testing

The contractor should determine the concrete conformance based on the temperature, slump, air content and comprehensive strength at 28 days. The acceptable tests will be performed by the contractor/ manufacturer according to the Washington State

Department of Transportation “Standard Specifications for Road, Bridge, and Municipal

Construction” Materials Manual M 46-01. These are the recommended test methods to meet the specifications

- AASHTO T 22 Compressive Strength of Cylindrical Concrete Specimens

- FOP for AASHTO R 100 Making and Curing Concrete Test Specimens in the Field

- FOP for AASHTO T 119 Slump of Hydraulic Cement Concrete

- FOP for WAQTC TM 2 Sampling Freshly Mixed Concrete

For the acceptable limits, refer to Washington State Department of Transportation

“Standard Specifications for Road, Bridge, and Municipal Construction” Chapter 6-

02.3(2)B

1. Kickoff Meeting:

a. A kickoff meeting with the COR is required to evaluate and understand the building layout and project needs.

2. Closeout Procedures:

a. Provide Operation and Maintenance (O&M) Manual

b. Submit copies of Operation and Maintenance Manuals three days in advance of applicable demonstrations and trainings.

c. Provide warranty information for all materials within the O&M documentation. If the manufacturer requires registration for warranty tracking or offers upgrades as a result of registration, provide all registration information and instructions on how to submit.

d. Submit complete project package

3. Closeout Meeting

a. The Contractor shall coordinate a closeout meeting with the COR and Facility Manager.

b. Contractor shall record and provide meeting minutes.

I. ATTACHMENTS

A. Site Map

B. Drawings, building layouts

C. Sections for construction (Yakama Egress – Separate Attachment not embedded within document)

Attachment C

Regions for construction

Regions for construction

1. Section C

2. Section E

3. Section H

Yakama Emergency Egress Improvements

Scope Quantity Unit Cost/unit Cost

HR $

HR $

HR $

HR $

HR $

3. Overhead & Profit

TERO Tax % Bond %

Insurance %

Total Materials + Labor + Overhead & Profits (1+2+3)

4. Estimate Adjustments

Total Proposed Amount (1+2+3+4)

1. Concrete and Supporting Materials

Subtotal Materials

2. Labor

Subtotal Labor

Total Materials + Labor (1+2)

Subtotal Overhead & Profit