B05 Amend A0002.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

A0002

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

The purpose of this amendment is to:

See continuation page

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

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

Indian Health Service (IHS) Division of Engineering Services (DES) - Seattle 701 5th Ave, Suite 1650 Seattle, WA 98104

See item 6

75H70123R00007

PH22DV01Z611/07/2022

10/18/2022

1 16

SF30 CONTINUATION OF BLOCK 14 NARRATIVE 75H701-23-R-00007

A0002

SUMMARY OF CHANGES

The solicitation is hereby amended to address the following:

1) Include a revised SF1442 extending the proposal due date from 17 November 2022 to 1 December 2022 at 2:00PM PST (2 pages)

2) Section C is revised to include an amended Statement of Work (6 pages)

3) Section I is revised to include updated clauses (3 pages)

a) FAR 52.219-8 (Oct 2022)

b) FAR 52.219-14 (Oct 2022)

c) FAR 52.219-28 (Oct 2022)

d) FAR 52.244-6 (Oct 2022)

4) Section J is revised to include Attachment J02 Renovation Drawings R1 (see attachment)

5) Answer questions from prospective offerors (2 pages)

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

(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. 8/2014)

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)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

75H70123R00006

Indian Health Service Division of Engineering Services - DES Seattle 701 5th Ave, Suite 1650 Seattle, WA 98104

TITLE: Desert Visions Renovations

This project is a 100% Total Small Business set-aside

ESTIMATED MAGNITUDE OF CONSTRUCTION (APR 1985) (FAR 36.204): The estimated magnitude of the proposed construction is between $500,000 and $1,000,000.

PERFORMANCE PERIOD: The performance period for this contract is 180 calendar days from issuance of the Notice to Proceed (NTP).

A site visit is scheduled. Please see provision L.8 Site Visit for information.

Same as Block 7.

Taylor Kanthack taylor.kanthack@ihs.gov 206-615-2805

PH22DV01Z6

1 6310/18/2022

12/01/2022

2:00 PM

52.211-10

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.

AWARD (To be completed by Government)

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. 8/2014) 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

27. PAYMENT WILL BE MADE BY

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

B.4

Same as Block 7. Indian Health Service Attn: Financial Management 40 N Central Avenue, Suite 512 Phoenix, AZ 85004

Jennifer J. Scroggins

LUMP SUM TOTAL $________________.

SECTION C

Scope of Work Project PH22DV01Z6 Desert Visions Renovations

Desert Visions Youth Wellness Center Sacaton, Arizona

I. INTRODUCTION

The Desert Visions Youth Wellness Center (DV) is located at 198 South Skill Center Road, Sacaton, Arizona 85147. DV was constructed in 1973. DV is one of two adolescent treatment centers in the Phoenix Area and is a 24 bed residential treatment center.

This Scope of Work (SOW) is for the renovation and repair of existing DV facilities.

This SOW and the attached project schematics outline required outcomes for the project. The Contractor shall be responsible for all necessary work to achieve required outcomes, including labor, equipment, tools, personal protective equipment (PPE), coordination with Authorities Having Jurisdiction (AHJ), Infection Control Risk Assessment (ICRA), internal construction permits, incidental design, travel, TERO fees, and other related expenses.

II. SUMMARY OF REQUIREMENTS & OBJECTIVES

A. Landscape and provide irrigation of the grounds of Desert Visions B. Replace concrete panels and paint the court for basketball and pickleball C. Provide concrete sidewalk in the courtyard between dormitories D. Seal west parking lot E. Remove existing pavement and repave east and west parking lots and west driveway F. Provide new roofs for all buildings G. Provide new epoxy floor in the walk-in freezer H. Replace flooring in the serving & dining area with tile I. Resurface the pool area, provide anchor point for basketball hoop & replace pool system J. Provide Cured-In-Place Pipe interior to and exterior of building 100 K. Provide new plumbing fixtures as stated in this SOW

III. SCOPE OF WORK - CONSTRUCTION

A. Provide landscaping and irrigation for the approximate 91,400 square feet (sf) of DV facility grounds, including 10,806 sf of softball diamond. Work to include:

1. Landscaping will regrade area shown in drawings and provide amendments per landscape testing

2. Provide Irrigation design

3. Irrigation plan will inform seed or sod options appropriate to the landscape testing

4. New seed/sod options will require COR/Owner approval before planting or laying

B. Provide eight (8) new concrete panels to replace the current 5,640 sf basketball court and paint to provide basketball and pickleball play areas

1. Provide eight (8) 5” concrete slab W7 6x6 2.4/2.4 wire mesh reinforcing & heavy broom finish

2. Reuse existing basketball poles, backboard & rim; top of rim to be rim to be installed 10’ – 0” above finished surface

3. New paint striping will be 2” wide, basketball court will be white and pickleball will be yellow

C. Add additional 4 foot (ft) wide pavers in the courtyards between the boys and girls quarters. There is a need for an additional 135 ft (77 ft between the boys and 58 ft between the girls) of concrete sidewalk to ensure that there are necessary walkways on the south side of each quarters.

1. Concrete walkway will be type II gray Portland cement that meets Maricopa Association of

Governments (MAG) Specifications, section 340

2. Prepare subgrade per MAG specs section 301

3. Concrete sidewalks shall be constructed by the conventional use of forms or may be constructed by means of appropriate machine when approved by engineer

4. The concrete will be thoroughly spaded away from the forms so that there will be no rock pockets next to the forms

5. Concrete may be compacted by mechanical vibrators approved by the engineer. Tamping or vibrating shall continue until the mortar flushes to the surface and the coarse aggregate is below the concrete surface

6. Sidewalk that abuts to existing path will have joints match existing

7. Surface will be light broom finished; flow lines shall be troweled for smooth finish

D. The DV parking lots are need of renovation. The west parking lot is 13,488 sf and will require a slurry seal. See attached drawings

1. Thoroughly clean the area to be resurfaced of dirt, loose material and other objectionable materials

2. Treated oil saturated areas with an oil spot primer

3. Blow out and seal all cracks per MAG specs, section 337 per categories 1 thru 3

a. Category 1: cracks with a clear opening ranging from one quarter inch (1/4”) to one-half inches (1.5”). Refer to MAG sec. 337.2.1

b. Category 2: cracks one-half inches (1.5”) to three inches (3”). Refer to MAG Sec. 337.2.2

c. Category 3: Cracks greater than 3 inches (3”). Refer to MAG sec. 337.2.3

4. Layout and restripe pavement markings to match existing layout

5. Refer to the appropriate MAG specs for specific requirements

E. The east parking lot is 32,550 sf, the west parking lot is 10,087 sf and the west driveway is 4,263

sf. The parking lots and driveway have a total area of 46,900 sf and all asphalt shall be demolished removed and repaved

1. Remove and replace the existing pavement in the DV parking lots and access road. The proposed pavement section for passenger parking areas is 3” AC over 6” of ABC, while the access road shall be 4” AC over 6” of ABC. Refer to MAG Standard 310-2022 for new ABC

2. Layout and restripe pavement markings to match existing layout

3. Refer to the appropriate MAG specifications for specific requirements

F. All 6 of the DV buildings require new roofing systems. Building 100 has a roof area of 12,180 sf.

Building 200 4,809 sf. Building 300 3,944 sf. Building 400 2,751 sf. Building 500 5,358 sf. Building 600 2,706 sf. The existing roofs have two coverings, with the second being Duro-Last, a

Thermoplastic single ply roofing system that is leaking in several places across the facility. The contractor shall remove the existing roof coverings to the deck and replace with a Thermoplastic Polyolefin (TPO) membrane system.

1. Prepare roof substrate per manufacturer’s recommendations

2. Apply Polyisocyanurate (Polyiso) insulation system with HD Polyiso Cover Board to achieve a minimum R-value of R38

3. Install a Thermoplastic Polyolefin (TPO) membrane attached to the cover board with bonding adhesive and mechanically fastened around the perimeter.

G. The 108 square feet (sf) walk-in freezer, in the kitchen, building 100, has been found to have an infection control issue. The floor sealant is peeling and needs to be repaired. Provide new epoxy or approved equal equivalent to the stated work

1. Area will be cleared of all food and movable storage by facility staff

2. Completely remove existing flooring coating by sanding or other approved methods

3. Prepare subfloor per manufacturer recommendation of approved floor coating

4. Apply approved product with equivalent durability and slip resistance as Eco-Crete

5. Project will not be considered complete until accepted by COR or facility owner

H. In the kitchen/dining area there are approximately 1,382 sf of flooring that is not adhering to the subfloor due to an Alkali-Silica Reaction (ASR). Replace the existing Luxury vinyl Tile (LVT) with approved 2’x2’ tile. Infection control will need to be planned for to provide opportunity for kitchen to remain in use while work is in progress.

1. LVT Removal will be demolished by removing all LVT flooring

2. Contracting will remove any and all LVT associated materials including but not limited to adhesive

3. Subfloor will be prepped and readied by sanding down any remaining LVT materials or approved alternate method

4. Contractor shall install new 2’x2’ approved tile

5. Adhesive will be appropriate to the approved tile per manufacturer recommendations

6. Contractor shall use trowels per manufacturer’s recommendation

7. Spread a ¼” coat on the surface of subfloor

8. Remove excess adhesive, leaving a uniform, ridged setting bed

9. Insert tile spacers as each tile is set

10. When tile is completely install, tall in all tiles with rubber mallet and wood block to ensure good bond and level plane

11. Space between tile should have grouting appropriate for tile

I. The 2,280 sf area around the 6,000 gallon pool area is need of resurfacing. The plumbing filter system is in need of replacement and returned to working order. A place to install anchors for a basketball, per drawings, should be provided into the pool deck

1. Resurface the deck by lowering pool water to a workable level

2. Remove handrails then re-install existing after deck work is completed

3. Create post hole for removable basketball goal at the area indicated on drawing

a. Take anchor and locate parting line on outside front of anchor and mark a line on top lip of anchor directly above parting

b. The hole in bottom of anchor should drain into the ground

c. When Installing anchor in existing concrete decking a 5” diameter hole must be bored into concrete

d. Put PVC Pipe in anchor and tighten anchor both

e. Position anchor approx. 6”-8” from pool edge with anchor bolt facing away from pool wall and pencil line on top of anchor perpendicular to pool edge

f. Secure into place using anchor cement

4. Scruff off all loose and old pool deck sealant material

5. Sawcut and remove all depth markers and replace with new (on top of deck only)

6. Repair cracks in the deck with COR approved epoxy

7. Repair Auto filler

8. Apply scratch coat over complete deck

9. Apply texture finish

10. Apply acrylic color and buff

11. Install French drain at west wall under shower

12. Replace both existing Hayward Pro-series High Rate Sand Filters with Pentair TR-140 commercial grade sand filters or approved alternate

13. Replace the three (3) butterfly valves with flanges

J. Provide Cured-in-Place Pipe (CIPP) for the sewage line in building 100. In the kitchen there is 25.5 feet (ft) of 2 inch diameter pipe that is need of sleeving. In the Admin area there is 50 ft of 4 in diameter pipe that is in need of sleeving to prevent backup and reinforce line that has a divot. The building will need to have an estimated 100 ft of exterior pipe cured to support the cast iron pipe originally installed in the 1970s. Refer to drawings for identification of areas included. Site conditions will need to be confirmed by contractor and work approved by COR before beginning installation.

K. Replace several plumbing fixtures as stated throughout the facility. Refer to provided drawings for area identification. Patient accessible areas and kitchen will need to plan for infection control to allow for respective areas to be functional while work is in progress.

1. In building 100/Admin area, replace the following:

a. In the admin reception area, replace the Bradford White Cop Model No. EFC-6500-4-S-10 tankless water heater in the janitor closest between the visitor and admin bathroom

b. Replace the sink faucets in both admin and visitor bathrooms

2. In building 100/Kitchen area, replace the following:

a. Replace one (1) Fisher Model 2985-0000 Serial F2237 hose reel, and repipe hot and cold water piping to new reel

b. Replace 100 Salvajor Commercial Food Waste Disposer

c. Replace 300 Salvajor Commercial Food Waste Disposer

d. Replace Moen sink faucet attached to sink with disposer

e. Replace 3 compartment sink and connected faucet fixtures

f. Pull and reset existing water closet in men’s restroom with new wax ring and caulk

3. In building 200/Activity Center, rebuild the Women’s Water Closet

4. In building 400/Dorm, replace three (3) Moen 1224 Shower Cartridges in room 421, 425 and

5. In building 500/Dorm, replace one (1) Moen 1224 Shower Cartridges in room 525

6. In building 500/Dorm, replace one (1) Moen 1224 Shower Cartridges in room 605

Attachment J02 provides schematic drawings of the facility. Note that these are not as-built drawings and all existing conditions shall be confirmed by the contractor.

IV. GENERAL CONDITIONS

A. Codes and Standards

1. Maricopa Association of Governments (MAG) Uniform Standard Specifications and Details for

Public Works Construction sections (most current edition).

a. Section 205 Roadway Excavation

b. Section 301 Subgrade Preparation

c. Section 317 Asphalt Milling

d. Section 321 Asphalt Concrete Pavement

e. Section 332 Placement and Construction of Asphalt Emulsion Slurry

Seal Treatments

f. Section 334 Preservative Seal for Asphalt Concrete

g. Section 336 Pavement Matching and Surfacing Replacement

h. Section 337 Asphalt Pavement Crack Sealing and Crack Filling

i. Section 340 Concrete Curb, Gutter, Sidewalk, Curb Ramps, Driveway and

Alley Entrance

j. Section 342 Interlocking Concrete Paver Installation

k. Section 401 Traffic Control

l. Section 702 Base Material

m. Section 710 Asphalt Concrete

n. Section 711 Paving Asphalt

o. Section 718 Preservative Seal for Asphalt Concrete

p. Section 790 Paint

2. International Building Code (IBC, most current edition)

3. International Plumbing Code (most current edition)

4. American Society of Heating, Refrigerating and Air-Conditioning Engineers Standards

(ASHRAE, most current edition)

5. Sheet Metal & Air Conditioning Contractors’ National Association Standards (SMACNA, most current edition)

6. National Fire Protection Association Codes (NFPA, most current edition)

7. Occupational Safety and Health Administration (OSHA, most current edition)

8. American with Disabilities Act (ADA)

B. Infection Control And Prevention/Construction Risk Assessment (ICRA)

1. Prior to work proceeding, Contractor shall complete the DV Infection Control Risk Assessment

(Attachment B: DV ICRA), coordinating with the DV Infection Control Officer, Safety Officer, and Facility Manager, who will review and approve the ICRA. The assessment may require negative air pressure in the building active construction areas for the full duration of the project.

2. Contractor shall operate by the minimum requirements in the ICRA. The Government will have a minimum of five (5) working days to review the ICRA and comment or accept/issue the permit. Contractor shall provide all site protection measures as required in accordance with facility ICRA policy and permitting procedures.

3. Contractor shall install protective measures to contain dust and debris during construction to assure a safe and irritant free environment for building occupants or as required by relevant policies and/or the COR. Contractor shall provide protection from dirt and dust, returning all areas to the original condition after work is complete. Damages caused by the Contractor, and/or Sub-Contractors are the responsibility of the Contractor.

4. Contractor shall provide temporary safety barriers, as necessary or required by relevant policies and/or the COR, to provide safety for workers, hospital staff and patients during construction.

5. Contractor shall be responsible for ensuring safety of the public and their employees at all times during this contract in accordance with all applicable OSHA regulations.

6. Contractor shall protect the work, the site, and all existing property and structures within the limit of construction activities or that may be affected thereby until acceptance of the work.

Any damage to property shall be repaired at the Contractor's expense, to pre-damaged condition to the satisfaction of the COR.

C. Quality Assurance/Quality Control

1. All materials shall be approved by owner.

2. All materials shall be installed per manufacturers’ instructions and all applicable codes and good work practices.

3. Housekeeping will be accomplished on a daily basis. All debris and trash generated by this project becomes the property of the subcontractor and shall be removed from the confines of the job site for disposal in accordance with the applicable Federal, State, and/or Local regulation, laws, and restrictions. All trash generated on site is required to be hauled off site and disposed of in accordance with infection control procedures.

D. Execution

1. Execute work so as to interfere as little as possible with normal functioning of the Service

Units as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others.

2. Cleaning or maintenance performed on the job site of equipment/material used during the completion must be done in a manner to be appropriate with the Infection Control Plan.

SECTION I

CONTRACT CLAUSES

I.1. CLAUSES INCORPORATED BY REFERENCE (FAR 52.252-2, FEBRUARY 1998)

This contract incorporates some FAR provisions/clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available.

Also, the full text of a clause may be accessed electronically at this/these two web addresses - This for FAR: https://www.acquisition.gov/far/ and this for HHSAR: http://www.hhs.gov/policies/hhsar/

Number Title Date

52.202-1 Definitions Jun 2020 52.203-3 Gratuities Apr 1984 52.203-5 Covenant Against Contingent Fees May 2014 52.203-6 Restrictions on Subcontractor Sales to the Government Jun 2020 52.203-7 Anti-Kickback Procedures Jun 2020

52.203-8 Cancellation, Recession, and Recovery of Funds for Illegal or Improper Activity May 2014

52.203-10 Price or Fee Adjustment for Illegal or Improper Activity May 2014 52.203-12 Limitation on Payments to Influence Certain Federal Transactions Jun 2020 52.203-14 Display of Hotline Poster(s) Nov 2021

52.203-17 Contractor Employee Whistleblower Rights and Requirement To Inform Employees of Whistleblower Rights Jun 2020

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements Jan 2017

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper May 2011 52.204-9 Personal Identity Verification of Contractor Personnel Jan 2011 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards Jun 2020 52.204-13 System for Award Management Maintenance Oct 2018 52.204-14 Service Contract Reporting Requirements Oct 2016

52.204-23 Prohibition on Contracting for Hardware, Software and Services developed or provided by Kaspersky lab and other covered entities Nov 2021

52.204-25 Prohibition of Contracting for Certain Telecommunications and Video Surveillance Services or Equipment Nov 2021

52.209-6 Protecting the Government’s Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment Jun 2020

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations Nov 2015 52.215-2 Audit and Records – Negotiation Jun 2020 52.215-8 Order of Precedence -- Uniform Contract Format Oct 1997 52.215-19 Notification of Ownership Changes Oct 1997

52.215-21 Requirements for Cost or Pricing Data and Data Other Than Certified Cost or Pricing Data -- Modifications Jun 2020

52.217-7 Option for Increased Quantity – Separately Priced Line Item Mar 1989 52.219-6 Notice of Total Small Business Set-Aside Nov 2020 52.219-8 Utilization of Small Business Concerns Oct 2022

Number Title Date

52.219-14 Limitations on Subcontracting Oct 2022 52.219-28 Post-Award Small Business Program Rerepresentation Oct 2022 52.222-3 Convict Labor Jun 2003 52.222-4 Contract Work Hours and Safety Standards-Overtime Compensation Mar 2018 52.222-6 Construction Wage Rate Requirements. Aug 2018 52.222-7 Withholding of Funds. May 2014 52.222-8 Payrolls and Basic Records Jul 2021 52.222-9 Apprentices and Trainees Jul 2005 52.222-10 Compliance with Copeland Act Requirements Feb 1988 52.222-11 Subcontracts (Labor Standards) May 2014 52.222-12 Contract Termination – Debarment May 2014

52.222-13 Compliance with Construction Wage Rate Requirements and Related Regulations. May 2014

52.222-14 Disputes Concerning Labor Standards Feb 1988 52.222-15 Certification Of Eligibility May 2014 52.222-21 Prohibition Of Segregated Facilities Apr 2015 52.222-26 Equal Opportunity Sep 2016 52.222-27 Affirmative Action Compliance Requirements For Construction Apr 2015 52.222-36 Equal Opportunity for Workers With Disabilities Jun 2020 52.222-40 Notification of Employee Rights Under the National Labor Relations Dec 2010 52.222-50 Combating Trafficking In Persons Oct 2020 52.222-54 Employment Eligibility Verification May 2022 52.222-55 Minimum Wages Under Executive Order 13658 Jan 2022 52.222-62 Paid Sick Leave Under Executive Order 13706 Jan 2022 52.223-5 Pollution Prevention And Right-To-Know Information, Alternate I May 2011 52.223-6 Drug-Free Workplace May 2001

52.223-17 Affirmative Procurement of EPA-Designated Items in Service and Construction Contracts Aug 2018

52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving Jun 2020 52.225-13 Restrictions On Certain Foreign Purchases Feb 2021

52.226-1 Utilization of Indian Organizations and Indian-Owned Economic Enterprises Jun 2000

52.227-1 Authorization and Consent Jun 2020 52.227-2 Notice and Assistance Regarding Patent and Copyright Infringement Jun 2020 52.228-2 Additional Bond Security Oct 1997 52.228-5 Insurance – Work on Government Installation Jan 1997 52.228-11 Individual Surety – Pledge of Assets Feb 2021 52.228-12 Prospective Subcontractor Requests for Bonds May 2014 52.228-14 Irrevocable Letter Of Credit Nov 2014 52.228-15 Performance and Payment Bonds – Construction Jun 2020

52.229-3 Federal, State, And Local Taxes As a reminder all bidders are responsible for allowing for all applicable state, local and tribal taxes and fees within their bids and to perform their own due diligence in

Feb 2013

Number Title Date ascertaining them. Failure to do so will not constitute a request for an equitable adjustment to the contract price.

52.232-5 Payments Under Fixed-Price Construction Contracts May 2014 52.232-8 Discounts for Prompt Payment Feb 2002 52.232-16 Progress Payments Jun 2020 52.232-17 Interest May 2014 52.232-23 Assignment Of Claims May 2014 52.232-27 Prompt Payment For Construction Contracts Jan 2017 52.232-33 Payment By Electronic Funds Transfer—System for Award Management Oct 2018 52.232-39 Unenforceability of Unauthorized Obligations Jun 2013 52.232-40 Providing Accelerated Payments to Small Business Subcontractors Nov 2021 52.233-1 Disputes Alternate I (Dec 1991) May 2014 52.233-3 Protest After Award Aug 1996 52.233-4 Applicable Law For Breach Of Contract Claim Oct 2004 52.236-2 Differing Site Conditions Apr 1984 52.236-3 Site Investigation and Conditions Affecting the Work Apr 1984 52.236-4 Physical Data Apr 1984 52.236-5 Material And Workmanship Apr 1984 52.236-6 Superintendence By The Contractor Apr 1984 52.236-7 Permits And Responsibilities Nov 1991 52.236-8 Other Contracts Apr 1984

52.236-9 Protection Of Existing Vegetation, Structures, Equipment, Utilities, And Improvements Apr 1984

52.236-10 Operations And Storage Areas Apr 1984 52.236-11 Use And Possession Prior To Completion Apr 1984 52.236-12 Cleaning Up Apr 1984 52.236-13 Accident Prevention Nov 1991 52.236-14 Availability and Use of Utility Services. Apr 1984 52.236-15 Schedules for Construction Contracts Apr 1984 52.236-17 Layout of Work Apr 1984 52.236-21 Specifications and Drawings for Construction Alternate I (Apr 1984) Feb 1997 52.236-26 Preconstruction Conference Feb 1995 52.242-13 Bankruptcy Jul 1995 52.243-4 Changes Jun 2007 52.244-6 Subcontracts For Commercial Items Oct 2022 52.245-1 Government Property Sept 2021 52.246-12 Inspection of Construction Aug 1996 52.246-21 Warranty of Construction Alternate I (Apr 1984) Mar 1994 52.248-3 Value Engineering -- Construction Oct 2020

52.249-2 Termination for Convenience of the Government (Fixed Price) Alternate III (Sep 1996) Apr 2012

52.249-10 Default (Fixed-Price Construction) Apr 1984 52.251-1 Government Supply Sources Apr 2012 52.253-1 Computer Generated Forms Jan 1991

SECTION J

LIST OF ATTACHMENTS

The following listed attachments are a part of this solicitation and any resultant contract.

B01 ATTACHMENT J01 – Construction Wage Determinations B01 ATTACHMENT J02 – Renovation Drawing R1 B01 ATTACHMENT J03 – Self Performed Calculations Worksheet B01 ATTACHMENT J04 – Past Performance Questionnaire (PPQ) B01 ATTACHMENT J05 – 2022 Exemption Letter for a Qualifying Hospital

B01 ATTACHMENT J06 – IRCA

END OF SECTION

Desert Visions Renovations, Solicitation 75H70123R00007 RFI Responses

Item Question Response

1 French Drain. What size (either gallons or dimension) does the french drain need to be at the west wall area under the shower?

Updated drawings have been created to show that a new French drain under the shower shall have a minimum flow rate of 0.10 GPM.

2 Roof. Currently, there are two layers of roofing over the existing buildings. Building code does not allow a third layer to be installed without tearing out the existing layers. Will removal of the existing roofing layers be added to the statement of work?

Yes. Per IBC code 1511.3.1.1 Roof recover.

The installation of a new roof covering over an existing roof covering shall be permitted where any of the following conditions occur:

1. Where the new roof covering is installed in accordance with the roof covering manufacturer’s approved instructions.

2. Complete and separate roofing systems, such as standing-seam metal roof panel systems, that are designed to transmit the roof loads directly to the building’s structural system and that do not rely on existing roofs and roof coverings for support, shall not require the removal of existing roof coverings.

3. Metal panel, metal shingle and concrete and clay tile roof coverings shall be permitted to be installed over existing wood shake roofs when applied in accordance with Section 1511.4.

4. The application of a new protective roof coating over an existing protective roof coating, metal roof panel, built-up roof, spray polyurethane foam roofing system, metal roof shingles, mineral-surfaced roll roofing, modified bitumen roofing or thermoset and thermoplastic single-ply roofing shall be permitted without tear off of existing roof coverings.

1511.3.1.1 Exceptions.

A roof recover shall not be permitted where any of the following conditions occur:

1. Where the existing roof or roof covering is water soaked or has deteriorated to the point that the existing roof or roof covering is not adequate as a base for additional roofing.

2. Where the existing roof covering is slate, clay, cement or asbestos-cement tile.

3. Where the existing roof has two or more applications of any type of roof covering.

Since two roofing systems are currently installed on the roofs at Desert Visions, the removal of existing roof coverings is required by code. Refer to the revised Scope of Work for details and revisions to the original scope.

3 Parking Lot. The west parking lot is in worse shape than the east parking lot.

Currently, the statement of work calls for the west side parking lot to be slurry sealed and the east side lot to be replaced. Will the scope be changed to removal and replacement for both lots?

The scope of work has been modified to require all asphalt surfaces to be demolished, removed and repaved.