75H70125R00034-A00002.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

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

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)

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

2. AMENDMENT/MODIFICATION NUMBER

A00002

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

See continuation page for details.

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

9A. AMENDMENT OF SOLICITATION NUMBER

75H70125R00034

PO1CL700C6

1 6

06/04/2025

9B. DATED (SEE ITEM 11)

04/24/2025

Amendment A00002 – SF 30, Block 14 (Cont’d)

The purpose of Amendment A00002 is as follows:

1. Section B. Price Schedule is revised as shown below. Use Attachment J12 for your proposal.

B.1. PRICE SCHEDULE (Offeror fill-in Attachment J11) – Updated as of A00002

CLIN DESCRIPTION QTY UNIT TOTAL PRICE

0001 Building 21 Abatement as specified in Section C. 1 JOB

0002 Building 21 Demolition as specified in Section C. 1 JOB

0003 Building 22 Abatement as specified in Section C. 1 JOB

0004 Building 22 Demolition as specified in Section C. 1 JOB

All other work (outside of CLINs 0001 – 0004) required to complete the Demolition of Historic Federal Clinic

Buildings, Colville Service Unit (Nespelem, WA) as specified in Section C.

1 JOB

TOTAL FIRM FIXED PRICE

2. The following questions received in response to this solicitation have been answered:

# Question Answer

1 Can the proposal due date be extended to June 6th?

The proposal due date is extended to June 12, 2025 at 2pm

PT.

2 Will all of the contents be removed from both buildings prior to the start of the project? The asbestos abatement will be much more difficult given the number of items currently stored in the buildings.

No, see Section C, II. C. 4. Which has been revised for clarity

(revisions in red text) – “Personal property will be catalogued by the government prior to demolition. The government will remove all necessary furnishings and equipment from the area prior to the start of the work. The contractor is responsible for disposal of the all items present at the time of demolition, an example of which is shown in the attached photos, including desks, chairs, file cabinets, storage units, office paper and supplies, etc.”

No items/material will be added to the buildings beyond what was present at the site visit on May 13th.

3 What is the availability of tribal labor on the reservation to meet the TERO requirements?

Please direct this question to the Colville TERO office:

Colville, Confederated Tribes of the Colville

Reservation:

TERO office colvilletribes.com/tero/

(509) 634-2715

4 Are there any tribal members that have abatement experience currently looking for employment?

See response to question #3 above.

5 Confirm that any existing furnishings and equipment will be removed by the government prior to demolition, that any and all furnishing left in the building should be removed during the demolition activities by the contractor?

See response to question #2 above.

6 Confirm that the existing Asbestos and Lead Based

Paint Assessment Survey should be used and that an additional survey does not need to be completed, unless additional material is identified during execution and a change of conditions notice is submitted to the government for the additional surveying and potential additional hazardous material abatement costs?

No additional survey required. The 2008 asbestos report should be used as a guide to inform the offerors proposal, along with a site visit walk through. It is reasonable to assume that additional hazardous material is present beyond the 2008 report. It is the offeror’s reasonability to confirm the

2008 report, identify any additional hazardous material, and include this within the proposed pricing. For example, the

2008 report states that some areas were inaccessible but these areas are accessible during a walk through. No change order proposals for additional lead-based paint or asbestos abatement will be considered.

Offerors are reminded that FAR 52.237-1 Site Visit is included within the solicitation. This provision states that offerors are expected to inspect the site where services are to be performed and to satisfy themselves regarding all general and local conditions that may affect the cost of contract performance, to the extent that the information is reasonably obtainable. In no event shall failure to inspect the site constitute grounds for a claim after contract award.

Site visits may be arranged by contacting the Facility

Manager Dennis Whiteman at 509-634-2962 or

Dennis.WhitemanJr@ihs.gov.

7 Will the site visit attendance sheet be provided with the answers to RFI's or other Amendment?

Yes, see Attachment J13.

8 Confirm if there is a requirement for onsite personnel to consist of Site Superintendent, Health and Safety

Officer, and Quality Control Manager or if the responsibilities can be shared by the same individual?

One individual may perform multiple duties/roles as long as they possess the qualifications to do said duties.

9 Due to the presence of lead, will a TCLP analysis of the waste stream be necessary? The 2008 report did not include one in the hazardous material survey. Do we need to include a 3rd party to perform this sampling/analysis?

No.

10 Can existing power within the buildings and water be made available onsite during the abatement phase?

Yes. It is the responsibility of the contractor to coordinate in advance with the COR and local utility to shut off and cap utilities.

11 The Statement of Work section II.C. Work Execution

Requirements item 6 references removal of mercury-containing thermostats, fluorescent light tubes, and light ballasts that are not labeled as "No PCBs" prior to demolition. There are not any references to PCB's in the reports provided. Confirm that all PCB's related to the fluorescent light tubes have already been removed?

It is the offeror’s responsibility to confirm via site visit, no additional reports are available. See also answer to question

#6. No change order proposals for removal/disposal of materials listed in Section C, II. C will be considered.

mailto:Dennis.WhitemanJr@ihs.gov

12 During the Site Visit, the government representative advised they have pictures of the area(s) in the basement we were asked not to enter. Can those pictures be provided?

Yes, see Attachment J11.

13 Would Okanogan County Landfill be acceptable for waste that they accept instead of just the two locations Graham Road Recycling and Disposal

Facility and Greater Wenatchee Regional Landfill referenced within the Statement of Work?

Yes.

14 The solicitation states on page 5 of 34 - “The asbestos and lead based paint must be abated as part of the full demolition of the buildings or abatement can be performed prior to demolition” and on page 8 of 34 -

“The asbestos materials may be abated concurrently with the demolition of the structure by a licensed contractor using the wet method with appropriate site controls in place, or other method approved by the

Contracting Officer’s Representative (COR)”. Does

IHS want to have these buildings demolished in compliance with Washington state law or just federal

EPA regulations since this project is on Tribal Lands?

Demolition must be in compliance with EPA codes and other codes, references, standards listed in Section C. State law does not apply to work performed on-site as it is Tribally leased land.

That said, disposal of material must be performed in accordance with State regulations since material will be taken off-site.

15 Has there been any additional sampling of building materials since the 2008 report?

No.

16 Should we use the quantities of listed asbestos containing materials listed in the asbestos survey as a baseline for bidding purposes? If actual quantities measured in the field turn out to be greater than the quantities listed in the asbestos survey then how will the contract modification be handled?

See answer to question #6.

17 Page 15 of 34 – Deliveries of Performance - If abatement is to be completed prior to demolition, can the period of performance be increased to 120 days?

Yes.

18 Are there as-built structural and architectural drawings of the buildings to review prior to bidding?

None available.

19 What are the required BMPs (Best Management

Practices) and specifications for dust fence, silt fence, etc.?

The area is less than an acre so no silt fencing is required.

Fencing and dust mitigation should be included in the offeror’s proposal. The work will be taking place next to an operating health clinic.

20 On page 10 of 34, Technical Requirements, Section

C.4 - Please confirm that the IHS will remove the furnishings, equipment and debris from the buildings.

Will the IHS dispose of these items? If the IHS does not remove and/or dispose of these items, what is the volume of disposable equipment and contents?

See answer to question #2.

22 On page 11 of 34, Technical Requirements, Section

C.14 – demolition materials 50% diversion goals.

Due to the concentration of lead in most painted surfaces, diversion of even concrete from landfills will be difficult unless the paint is completely removed, resulting in a much higher cost. Does IHS want us to completely remove the lead-based paint to accomplish the 50% landfill diversion goal?

No, 50% is for concrete/material that is not painted or contaminated. Contaminated concrete is counted as hazardous material and therefore not counted towards concrete available for diversion.

23 On page 11 of 34, Technical Requirements, Section

C.16 – please confirm that all materials must be removed from the site, and that unpainted concrete

(or painted concrete deemed non-LBP) can not be utilized for backfill if it is 6” minus.

Unpainted concrete meeting required size can be used as fill see Section C. II., C., 19. Backfill for requirements.

24 On page 11 of 34, Technical Requirements, Section

C.17 - Backfill – to price this consistently with other bidders, please provide desired finished grade/topography drawing showing final elevations and proper sloping.

See Section C. II, C. 19. Backfill. Finished grade/topography drawing showing final elevations and proper sloping should be part of the offeror’s technical narrative.

Section L is revised as follows:

1) Narrative describing the offeror’s technical understanding of the scope of work to include finished grade/topography drawing showing final elevations and proper sloping.

25 Per the Tribal Employment Rights Ordinance, please provide the number of tribal members that will be required for this project.

This is not determined by IHS. It is the offeror’s responsibility to contact TERO directly and comply with all

TERO requirements during performance. See also answer to question #3.

26 The project asbestos survey does not appear to be thorough enough or complete. Will IHS allow the

Contractor to perform an updated survey, at our expense, to better identify the asbestos containing materials and will IHS accept the results of this updated survey?

See answer to question #6.

27 Can IHS extend the bid date to Friday, June 13 to allow IHS to respond to requests for information and the bidders to review responses?

The proposal due date is extended to June 12, 2025 at 2pm

PT.

28 Page 12 of 34 – Backfill – Does IHS require the

Contractor to re-sprinkler the demolition footprints as part of the restoration?

Temporary sprinkler system is all that is required so grass can get established. See Section C. II, C. 19. h.

29 Page 4 of 34 – Overview – Can we receive copies of the Colville Business Council’s tribal resolutions #

2018-766 and # 1991-431 (2024-75)?

To be provided upon award.

30 Can the Contractor use water supplied by the fire hydrant next to the buildings scheduled for demolition? Is this hydrant operational? Is there a fee and/or permit to use water from this hydrant?

The fire hose is available for use. The contractor will need to contact public works at (509) 634-2806. They will install a meter to track water usage and bill.

31 Will the tribal utility company disconnect power to the buildings?

Power is provided by Nespelem Valley Electric. Point of contact is GM Kevin Black at kevin@nvec.org or (509) 634-

4571. Building #21 meter# 58440, building #22 meter

#12271. Contractor is responsible for coordinating and paying any associated fees for power disconnection.

32 Can the bidders receive a copy of the attendee’s sign in sheet for the 5/13/25 job walk?

Yes, see Attachment J13.

33 Can only Indian Owned firms provide a proposal? This solicitation is 100% set-aside for Indian Small Business

Economic Enterprise (ISBEE) offerors under NAICS 238910

Site Preparation Contractors. Meaning, only ISBEE firms are acceptable for award as the prime contractor.

34 How do I demonstrate my ISBEE status? The proposal must contain all required elements listed under

Factor III: Indian Economic Enterprise Representation in order to demonstrate ISBEE status and eligibility for award.

Please review this information carefully.

3. The following attachments are added to Section J:

J11 Crawl Space Photos and Drawings

J12 Section B Price Schedule (Offeror fill-in)

J13 Site Visit Attendee List

4. The proposal due date is extended to June 12, 2025 at 2:00pm PT.

5. All other terms and conditions remain unchanged.

Offerors are reminded to acknowledge all amendments in block 19 of the SF1442 when submitting a proposal in accordance with the RFP requirements. A conformed copy of the solicitation is provided below.

mailto:kevin@nvec.org

(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.

local time 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

75H70125R00034

Indian Health Service (IHS)

Division of Engineering Services (DES)

Seattle 701 5th Ave, Suite 1650

Seattle, WA 98104

IHS - DES Seattle is issuing a Request for Proposals (RFP)

Project Title: Demolition of Historic Federal Clinic Buildings, Colville Service Unit (Nespelem, WA)

Review this solicitation and all attachments for details.

This solicitation is set-aside 100% for Indian Small Business Economic Enterprise (ISBEE) firms under NAICS 238910 Site

Preparation Contractors.

An organized SITE VISIT is scheduled. RSVP IS REQUIRED. See solicitation paragraph L.3. for details.

See Block 7

Toby Hayden toby.hayden@ihs.gov / 503-414-5524

PO1CL700C6

1 354/24/2025

6/12/2025

2:00PM PT

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

Demolition of Historic Federal Clinic Buildings, Colville Service Unit, Nespelem, WA

Solicitation No. 75H70125R00034-A00002 3

SECTION B. PRICE SCHEDULE

B.1. PRICE SCHEDULE (Offeror fill-in Attachment J12) – Updated as of A00002

CLIN DESCRIPTION QTY UNIT TOTAL PRICE

0001 Building 21 Abatement as specified in Section C. 1 JOB

0002 Building 21 Demolition as specified in Section C. 1 JOB

0003 Building 22 Abatement as specified in Section C. 1 JOB

0004 Building 22 Demolition as specified in Section C. 1 JOB

All other work (outside of CLINs 0001 – 0004) required to complete the Demolition of Historic Federal Clinic

Buildings, Colville Service Unit (Nespelem, WA) as specified in Section C.

1 JOB

TOTAL FIRM FIXED PRICE

B.2 SECTION B NOTES TO OFFERORS

B.2.1 PRICE SCHEDULE NOTES

Offeror(s) must submit pricing for all line items in the above schedule to be considered responsive for award. The price for each line item shall include any and all associated costs; including but not limited to all applicable Tribal Employment Rights Ordinance

(TERO) taxes, State and local taxes, salaries, overhead, G&A, fringe benefits, insurance, bonding, profit, travel, per diem, lodging, labor, tools, material, equipment, all subcontracting costs, and any other costs necessary to perform the work herein. Failure on the part of the successful offeror to include these associated costs not constitute a request for an equitable adjustment to the contract price. Travel expenses will not be reimbursed.

B.2.2. PRICING DATA SUBMISSION

In accordance with FAR 15.403-3(a)(ii), Requiring Data Other Than Certified Cost or Pricing Data, offerors may be requested to submit a breakdown of costs for the above line items so that the determination of a fair and reasonable price can be made by the

Contracting Officer.

B.2.3. SOLICITATION SPECIFIC TERMS AND CONDITIONS

Questions regarding the solicitation and project must be submitted in writing to Toby Hayden, Contract Specialist, via e-mail at toby.hayden@ihs.gov. Questions will be accepted up to 10 days before proposal due date. The Government is not obligated to answer any questions submitted after this date. All questions shall be submitted by the prime contractor(s) on behalf of their subcontractor(s) and supplier(s) to the Contract Specialist.

Proposals are to be submitted via e-mail to Toby Hayden at toby.hayden@ihs.gov by the date and time indicated in Block 13 of the

SF1442. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

B.2.4. INCIDENTAL PAYMENT ITEMS

The intent of the contract is to provide for the complete work described in the contract. Unless otherwise provided, the contractor shall furnish all labor hours, materials, equipment, tools, transportation, and supplies, TERO requirements and perform all work required by the Section C Statement of Work (SOW). Payment for contract work will be made for and under those pay items included in the Section B.1. Price Schedule (which is one firm fixed-price price for the contract). All other work, materials, and labor hours will be considered as incidental to and included in the payment for items shown.

B.2.5. WAGE DETERMATION

The Department of Labor Wage Determinations referenced as attachments in Section J are applicable to this solicitation and any resulting contract. The most up to date versions of the applicable Wage Determinations will be included at contract award.

B.3. OTHER IMPORTANT INFORMATION

Solicitation No. 75H70125R00034-A00002 4

Under no circumstances will any oral statements made be binding upon the Government unless such statements or agreements are issued in writing by the Contracting Officer.

Only a warranted Contracting Officer acting within their delegated limits has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract, you shall not proceed within the change and shall immediately notify the Contracting Officer.

END OF SECTION

Solicitation No. 75H70125R00034-A00002 5

SECTION C. STATEMENT OF WORK

I. Overview

A. Site Location

All of Building 21 (the original hospital building) and Building 22 (the original Nurse’s quarters), will be demolished. The proposed demolition shall take place within the property boundaries of the existing healthcare campus, and is consistent with Resolution 2018-766 and Resolution 1991-431 (2024-75) of the Colville Business

Council (copies may be provided upon request).

Figure 1: Building 21 (original hospital building):

Figure 2: Building 22 (Nurse’s quarters):

Original hospital building and Nurse’s Quarters located on the campus of the Nespelem Health Center in Nespelem, WA, on the Colville Indian Reservation, approximately 100 miles northwest of Spokane. The project location and physical address is:

Original IHS Hospital Building and Nurse’s Quarters (Buildings 21 and 22)

19 Lakes Ave.

Nespelem, WA 99155

GPS Coordinates of Hospital Bldg: 48.13205 degrees N, 118.97319 degrees W

Solicitation No. 75H70125R00034-A00002 6

B. Problem Statement

The former hospital buildings are almost 100 years old, and have been used exclusively for storage for the past 15 years. They are constructed of thick concrete walls which contain asbestos and lead based paint throughout the building walls and floors, and in certain other locations, as specified in the attached 2008 asbestos and lead based paint survey and inspection. The asbestos and lead based paint must be abated as part of the full demolition of the buildings or abatement can be performed prior to demolition.

These buildings have now been vacated. They have been classified by IHS headquarters as excess and are no longer needed to carry out the Agency’s mission. They have exceeded their useful life. The buildings need to be demolished and the site cleared, backfilled, graded, and seeded to match the surrounding grades and grass lawn. The land the buildings are on was leased to the Indian Health Service from the Colville Tribe of Indians, as part of the larger Nespelem Health Center campus, which shares a parking lot. The lease for this land expires on December 31, 2026. The demolition was directed by Colville Resolution 2018-766 and shall be carried out as quickly as possible.

C. Objective

Demolish Buildings 21 and 22 and dispose of properly.

D. Background

The buildings were constructed in 1934-35 by the Bureau of Indian Affairs (BIA). The original hospital building is a two-story (1st floor and daylight basement), 17,010 square feet concrete building on a concrete slab. The Nurse’s quarters are a single-story concrete structure and concrete basement on a concrete slab, which is 3,402 square feet.

Figure 3: Top View of Area to be Demolished

Solicitation No. 75H70125R00034-A00002 7

Figure 4: Building 21 First Floor

Figure 5: Building 21 Basement

Solicitation No. 75H70125R00034-A00002 8

Figure 6: Building 22 First Floor

Figure 7: Building 22 Basement

Solicitation No. 75H70125R00034-A00002 9

In 2008, an asbestos survey report and a lead-based paint inspection report were completed (see Section J attachments). Note, there may be other lead-based paint and asbestos, but the survey reports detail what is known.

Building 21 (main hospital building) contains the following asbestos materials:

• Drywall texture/joint compound (throughout)

• Sheet vinyl flooring and black mastic (white and beige pattern)

• Plaster (throughout)

• White/pink sink undercoating

• Pipe insulation

• Pipe insulation in crawlspace

• Chimney caulk

Building 22 (Nurse’s quarters) contains the following asbestos materials:

• Drywall texture/joint compound (throughout)

• Pipe elbow insulation

• Chimney caulk

The asbestos materials may be abated concurrently with the demolition of the structure by a licensed contractor using the wet method with appropriate site controls in place, or other method approved by the Contracting Officer’s Representative (COR).

Building 21 (main hospital building) contains the following lead-based paint materials:

• Exterior: Walls; Window sill, sash, casing; Door casing and jamb; Pipes; Beam.

• Interior: Walls and ceilings throughout; Crown molding Room 19; Window sills, sash, and casing throughout; Door

Rooms 86, 89, 90; Door casing and jamb throughout; Closet shelf supports Room 65; Cabinet Room 15; Fire Box

Room 55, 95; Stair newel post, stringer, baseboard; Truss Beam Room 86, 100, attic; Water heater in Attic.

Building 22 (Nurse’s quarters) contains the following lead-based paint materials:

• Exterior: Walls; Wall fascia, trim and eaves; Window sill, sash, frame; Door casing and jamb.

• Interior: Walls and ceilings Rooms 12 and 13; Window sills Room 8 and 11; Window sash, and casing throughout;

Baseboard throughout; Door casing and jamb throughout; Closet door and casing throughout; Wall opening casing

Room 7; Alcove casing Room 8; Ceiling hatch casing Room 12; Wood casing and jamb Room 12 Basement; Stair rail cap and newel post; crawlspace door and casing; Boiler door.

E. Work Summary

All concrete shall be recycled or diverted, and the remainder properly disposed at a permitted landfill with sufficient capacity to accommodate the concrete debris. Permitted solid waste disposal facilities are available to accommodate the expected concrete debris, such as Graham Road Hazardous Waste Landfill near Spokane, WA.

Completely demolish the buildings (approx. 20,000 square feet of structures). The demolition process shall be witnessed by the COR or approved IHS representative to ensure all materials are disposed of properly. Reclaim the site. Provide photos documenting the major stages of the demolition, including 1) roof, 2) walls, 3) balconies, overhangs and porches, 4) concrete basement, 5) the utilities being capped, power poles removed, and 6) reclamation of the site landscaping. All demolished concrete shall be completely removed. The site must be backfilled and re-graded to match existing contours and leveled as much as possible consistent with all surrounding grades. All concrete within the site shall be removed including the building’s sidewalks, concrete retaining walls and rear driveways (see Figure 3).

Demolition debris, and asbestos containing materials, may be disposed 100 miles east from Nespelem at Graham

Road Recycling and Disposal Facility (https://wmnorthwest.com/landfill/grahamroad.htm), located ½ mile south of

Highway 2 on Graham Road. (509) 244-0151, Contact landfill@wmnorthwest.com for assistance. This facility

“accepts roofing materials, wood, asphalt, concrete, rock, gypsum, metal, tires, asbestos-containing material, and special wastes (call first).” (http://wmnorthwest.com/landfill/grahamroad.htm).

http://wmnorthwest.com/landfill/grahamroad.htm

Solicitation No. 75H70125R00034-A00002 10

Another potential disposal site which also accepts demolition and asbestos material, but not hazardous waste, is the

Greater Wenatchee Regional Landfill (https://www.wmsolutions.com/locations/details/id/249). This facility is located approximately 115 miles southwest of Nespelem. All demolition waste material must be properly disposed in a permitted landfill or at an approved recycling center.

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.

1. Certified Asbestos Contractor (https://lni.wa.gov/forms-publications/F413-077-000.pdf) and a certified firm for Lead Based Paint Abatement (https://www.commerce.wa.gov/building-infrastructure/housing/lead-based-paint/renovation-repair-painting/) in the State of Washington. State of Washington Training programs:

http://www.commerce.wa.gov/Programs/services/Paint/Pages/LeadBasedPaintTrainingProviders.aspx

2. Colville Tribe TERO requirements. TERO Director: Dana Cleveland (509) 634-2735 dana.cleveland.TER@colvilletribes.com.

3. Clean Air Act Section 112 National Emission Standards for Hazardous Air Pollutants (NESHAP).

4. Occupational Safety and Health Administration (OSHA)

a. 29 CFR 1910.1025, Lead Standard

b. 29 CFR 1926.62, Lead

c. 29 CFR 1926.1101, Asbestos

5. EPA 40 CFR Part 260

6. Toxic Substances Control Act of 1976

7. 40 CFR 61 Subpart M, National Emission Standard for Asbestos

8. 40 CFR 82 Protection of Stratospheric Ozone

9. ANSI/ASSE A10.6 “Safety Requirements for Construction & Demolition Operations”

10. NFPA 241, Standards for Safeguarding Construction, Alteration, and Demolition Operations.

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-Demolition

a. Demolition Schedule

b. Safety and Accident Prevention Plan

c. Asbestos and Lead Based Paint Abatement/Demolition Plan

a. Dust control plan

b. Traffic/pedestrian/patient control plan for safety, including children and elders specifically, around all large demolition and asbestos/lead-based paint abatement work.

d. Demolition Plan, including:

a. Coordination of work (disconnection schedule of utilities, removal of heat pump, security system, plumbing, furnace, disposal plan)

b. Utility shut-off and capping plan

c. Procedures for careful removal and disposition of hazardous materials

d. Description of methods and equipment to be used

e. Components and materials to be salvaged for reuse or recycling and proposed recipient.

(Must be approved by the COR on a case by case basis. Generally, government property may not be salvaged.)

https://www.wmsolutions.com/locations/details/id/249 https://lni.wa.gov/forms-publications/F413-077-000.pdf https://www.commerce.wa.gov/building-infrastructure/housing/lead-based-paint/renovation-repair-painting/ https://www.commerce.wa.gov/building-infrastructure/housing/lead-based-paint/renovation-repair-painting/ http://www.commerce.wa.gov/Programs/services/Paint/Pages/LeadBasedPaintTrainingProviders.aspx mailto:dana.cleveland.TER@colvilletribes.com

Solicitation No. 75H70125R00034-A00002 11

f. Layout plan showing the location of the buildings, heights of the buildings, structural systems

i. Details of structures and trees around the building, including distance from demolition and height.

g. The proposed method of demolition

h. Traffic and safety measures to protect all workers and surrounding people, objects and buildings.

i. Site specific safety measures

i. Sequence of steps of demolition work

j. Plan for handling and disposal of debris

k. Arrangements for site supervision

l. Details of machinery to be used in demolition

e. Name of Competent Person (for each portion of the work if performed by separate contractors)

f. Respiratory Protection Plan (PPE)

g. Name of the waste hauler, waste transfer route, and proposed demolition and hazardous waste disposal site (Graham Road Recycling and Disposal Facility is acceptable).

h. Site backfill, compaction, grading, seeding, and initial irrigation plan.

2. Post - Demolition

a. Photos documenting the demolition, and of the Reclaimed Site

a. Include photos and captions of any unusual or unexpected observations.

b. Quantity of materials disposed in landfills (weight tickets)

c. Quantity of materials diverted from landfills (weight tickets with descriptions)

C. Work Execution Requirements

1. Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work. Forward copies of all permits and permit applications to the COR/CO.

2. Coordinate and obtain approval from the COR/CO for proposed haul route(s), work site access point(s), employee parking location(s) and material laydown and storage area(s).

3. Notify the COR of the proposed demolition dates and coordinate with the COR to ensure a government witness is present for the demolition of this property.

4. Personal property will be catalogued by the government prior to demolition. The government will remove necessary furnishings and equipment from the area prior to the start of the work. The contractor is responsible for disposal of all items present at the time of demolition, an example of which is shown in the attached photos, including desks, chairs, file cabinets, storage units, office paper and supplies, etc.

5. Remove rubbish and debris from Government property daily, unless otherwise directed. Do not allow accumulations inside or outside the building(s) or on pavements. Store materials that cannot be removed daily in areas specified in the approved Demolition Plan.

6. Remove and properly dispose of mercury-containing thermostats, mercury-containing fluorescent light tubes, and light ballasts that are not labeled “no PCBs” prior to demolition.

7. All mechanical equipment must be checked for refrigerant. Refrigerant must be recovered by a certified technician prior to removal of the equipment for the site. Disconnect and remove the external heat pump prior to demolition.

8. Disconnect and remove the security alarm system. Inform the Colville Service Unit Facility Manager, Dennis Whiteman (509-634-2962), and the COR and CO of disconnect procedure.

9. Arrange shut-off of all utilities not limited to water, sewer, telephone, gas, and electrical with the Local

Utilities before commencing with demolition. Inform the Colville Service Unit Facility Manager, Dennis

Whiteman of utility disconnect schedules. Disconnect, safely secure, and abandon all utilities. Waterlines shall be located and capped as near as possible to the mainline connection, or location approved by the

COR. The sewer service line must be located, capped, and marked near the sewer clean out, as approved by the COR. Electric and gas connections must be protected in place and meters will be returned to utilities, as directed by the utility owner. Terminate in a manner conforming to the nationally recognized code covering

Solicitation No. 75H70125R00034-A00002 12 the specific utility. Disturbance to utilities shall not cause a failure to other buildings utilities, unless a planned outage is approved by the COR/CO and coordinated with Facility Manager.

10. At all times prevent the spread of dust and debris and avoid the creation of a nuisance or hazard in the surrounding area. Maintain traffic control around the demolition sites to avoid road disruption and maintain the required ingress/egress of all emergency, contractor, and staff personnel, as well as the public. Burning and blasting is not permitted. Micro-blasting demolition techniques must be approved by the COR/CO in advance.

11. Notify the COR immediately in the event additional hazardous materials not included in the Asbestos and

Lead Based Paint assessment survey report are discovered during demolition. All required abatement shall be completed by a Washington State certified lead-based paint and asbestos contractor. Surfaces shall be wetted and demolition debris shall not be tracked outside of the project boundaries.

12. An asbestos and lead based paint assessment survey was completed in 2008 (See attached report in

Appendix A). The contractor is responsible for compliance with all EPA and OSHA worker safety regulations for demolition, including inaccessible spaces, as well as proper disposal in a hazardous waste approved facility (Graham Road Recycling and Disposal Facility is acceptable).

a. Per the asbestos survey: Inaccessible spaces include, but are not limited to, above hard ceiling decks, electrical systems, pipe chases, spaces between wall/ceiling/door/floor cavities, interior of mechanical components, and beneath foundation pads.

13. Refer to the attached asbestos and lead based paint survey and inspection reports for further details about the location of lead and asbestos throughout the buildings.

14. It is the goal of this project to divert 50 percent (by weight) of the non-hazardous demolition materials.

“Divert” means redirecting materials that might otherwise be placed in the waste stream to recycling or recovery, excluding diversion to waste-to-energy facilities. Proof of the weight of materials diverted and wasted shall be documented and provided to the COR. The Contractor is given title to all project related materials and debris and the Contractor is allowed to accrue cost savings from recycling and/or reuse.

15. Completely protect all surrounding structures, utilities, people, and workers from silica dust, asbestos, lead based paint, and all other hazardous materials.

16. Completely demolish building and all amenities associated with the structures including foundations, and ramps leading to the buildings. Use of explosives is not permitted. All materials must be removed from the site and waste shall be disposed of off the reservation at a Washington State permitted landfill that accepts construction and demolition debris as well as applicable hazardous wastes (Graham Road Recycling and

Disposal Facility is acceptable).

17. Completely fill below-grade areas and voids resulting from building demolition operations with non-expansive soil materials. Finished grade shall be properly sloped for drainage to match existing grades.

18. All trees to be protected in place, unless approved by the COR or CO.

a. In the case of Tree removal, clearing and grubbing, follow these steps:

i. Remove and dispose of trees to a depth of at least 18 inches (450 mm) below ground surface. Fill depressions with satisfactory material and compact. Mound fill 2 inches (50

mm) above adjacent surface to allow for settling when not part of a subbase.

ii. Remove stumps to a depth of at least 18 inches below ground surface and grind stumps

18 to 30 inches below ground surface. Fill depressions with satisfactory material and compact. Mound fill 2 inches above adjacent surface to allow for settling when not part of a subbase.

iii. Within the clearing limits, remove and dispose of logs, shrubs, brush, matted roots, roots larger than 2 inches in diameter, and other debris to a depth of at least 18 inches below ground surface. Fill depressions made by grubbing with satisfactory material and compact to make the new surface conform to the adjacent surface of the ground.

iiii. Dispose of grubbing and clearing residue, demolished material, rubbish and debris generated by the project in the Activity's sanitary landfill according to its requirements and regulations by hauling offsite and off Government property.

19. Backfill:

Solicitation No. 75H70125R00034-A00002 13

a. The subgrade ground surface shall be prepared to receive fill by removing unsuitable materials scarifying to provide a bond with the new fill, and where slopes are steeper than 5 to 1, and the height greater than 5 feet, by benching into competent material. The bench under the toe of a fill on a slope steeper than 5 to 1 shall be at least 10 feet wide. Where fill is to be placed over a cut the bench under the toe of a fill shall be at least 10 feet wide but the cut must be made before placing fill and approved by the COR as a suitable foundation for fill. Unsuitable soil, is soil that in the opinion of the COR is not competent to support either soil or fill, to support structures or to satisfactorily perform the other functions for which the soil is intended.

b. Fill material. Only permitted material free from tree stumps, detrimental amounts of organic matter, trash, garbage, sod, peat, and similar materials shall be used. Rocks or concrete debris larger than 6 inches in greatest dimension shall not be used unless the method of placement is properly devised, continuously inspected, and approved by the COR.

c. Rock or concrete debris sizes greater than 6 inches in maximum dimension shall be 10 feet or more below grade, measured vertically.

d. Rocks or concrete debris shall be placed so as to assure filling all voids with fines. Topsoil may be used in the top 12-inch surface layer to aid in planting and landscaping.

e. Compaction of fill. All fills shall be compacted to a minimum relative dry density of 90 percent as determined in accordance with ASTM Standard D-1557-78. Field density verification shall be determined in accordance with ASTM Standard D-1556-82 or equivalent and must be submitted for any fill 12 inches or more in depth where such fill may support the foundation for a structure.

A higher relative dry density, or additional compaction tests, or both, may be required at any time.

f. The slope of fill surfaces shall be no steeper than is safe. Fill slopes shall be a consistent grade.

g. Drainage shall be provided to match existing grades, and the area filled shall be graded to match existing grades.

h. Seed and provide initial irrigation to establish sod and/or grass seed to match existing grass.

Provide O&M plan and training to Facility Manager to maintain temporary irrigation to establish grass.

Solicitation No. 75H70125R00034-A00002 14

SECTION D. PACKAGING AND MARKING

All shipments of materials, equipment and/or supplies to the project site must be addressed to the contractor and not the Indian Health

Service. Preservation, packaging and packing must be in accordance with industry standard packaging appropriate for the item(s) involved. The Indian Health Service is not responsible in any manner for deliveries intended for the project that are not generated by the Indian Health Service.

Equipment and materials provided by the contractor must be new and, where appropriate, must arrive on-site sealed in original manufacturer’s containers. The Government reserves the right to refuse any items it determines to not meet these requirements.

Solicitation No. 75H70125R00034-A00002 15

SECTION E. INSPECTION AND ACCEPTANCE

The following clauses are incorporated by reference (see FAR 52.252-2):

FEDERAL ACQUISITION REGULATION (FAR)

CLAUSE

NUMBER

TITLE DATE

52.246-13 Inspection-Dismantling, Demolition, or Removal of Improvements Aug 1996

Solicitation No. 75H70125R00034-A00002 16

SECTION F. DELIVERIES OF PERFORMANCE

Period of Performance (PoP) is 90 days from the date of the Notice-to-Proceed (NTP).

Solicitation No. 75H70125R00034-A00002 17

SECTION G. CONTRACT ADMINISTRATION DATA

G.1. CONTRACTING OFFICER’S AUTHORITY

The Contracting Officer is the only person authorized to make or approve any changes in any of the requirements of this contract, and, notwithstanding any provisions contained elsewhere in this contract, the said authority remains solely in the Contracting Officer. In the event the contractor makes any changes at the direction of any person other than the Contracting Officer, the change will be considered to have been made without authority and no adjustment will be made in the contract terms and conditions, including price.

G.2. CONTRACTING OFFICER’S REPRESENTATIVE

(a) [TO BE ASSIGNED BY SEPARATE LETTER AT CONTRACT AWARD] is hereby designated as the Contracting Officer’s

Representative (COR). The COR may be changed at any time by the government without prior notice to the contractor by a unilateral modification to the contract. The COR appointment letter is located at: see separate letter at contract award

(b) The responsibilities and limitations of the COR are as follows:

(1) The COR is responsible for the technical aspects of the contract and serves as technical liaison with the contractor. The COR is also responsible for the final inspection and acceptance of all deliverables and such other responsibilities as may be specified in the contract.

The COR is not authorized to make any commitments or otherwise obligate the Government or authorize any changes which affect the contract price, terms or conditions. Any contractor request for changes shall be referred to the Contracting Officer directly or through the COR. No such changes shall be made without the express written prior authorization of the Contracting Officer. The Contracting

Officer may designate assistant or alternate COR(s) to act for the COR by naming such assistant/alternate(s) in writing and transmitting a copy of such designation to the Contractor.

G.3. INVOICE REQUIREMENTS

(a) Invoices must be prepared and submitted and will be paid in accordance with the following FAR clauses specified in Section I:

(1) FAR 52.232-1, Payments (April 1984)

(2) FAR 52.232-8, Discounts for Prompt Payment (Feb 2002)

(3) FAR 52.232-33, Payment by Electronic Funds Transfer - System for Award Management (Oct 2018)

(4) FAR 52.232-40, Providing Accelerated Payments to Small Business Subcontractors (Mar 2023)

(5) HHSAR 352.232-71, Electronic Submission of Payment Requests (Mar 2022)

(b) The Designated Billing Office for this contract is the same as the address for correspondence, sent to the attention of the

Contracting Officer. Invoices for payment shall be sent via e-mail to the COR and CO for processing and approval.

(c) Progress payments will be authorized for this project.

(d) The final invoice must be marked “Final” and be accompanied by a Release of Claims form, which states the final payment as outstanding, in the Remarks field. The Release of Claims form is available from the CO.