B05 Amendment A00006 (75H701-24-R-00035).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

A00006

N/A

KELLY J. BRITTON

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

Project: PH23PH05H6, PIMC ED & CSR

Amendment A00006 is to provide a response to pre-proposal #4, issue Addendum 02 dated July 18, 2024 which revises the Drawings Index and replaces Specification Section 230593 Testing, Adjusting, and Balancing. This amendment also replaces Attachment J01a with Attachment J01a Specifications PIMC ED-CSR 2024.01.29 (Conformed w-Addendum 02)" incorporating theses changes.

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

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

See Block 6

75H701-24-R-00035

PH23PH05H6

1 290

07/20/2024

05/24/2024

Amendment of Solicitation Amendment A00006 under Solicitation 75H701-24-R-00035 Project PH23PH05H6, “PIMC ED & CSR

INDIAN HEALTH SERVICE

DIVISION OF ENGINEERING

SERVICE

PRE-PROPOSAL INQUIRIES

Solicitation 75H701-24-R-00035

PROJECT: PIMC ED & CSR

LOCATION: Phoenix AZ

PROJECT NO: PH23PH05H6

DOCUMENT

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

DATE: 7/20/2024 DEPARTMENT: IHS/PAO/DFE

Item No.

Reference Drawing, Spec, Page COMMENTS POC IHS Approved Response

4. We are requesting clarification for the DALT requirements mentioned in 230593 3.2 D.3. and 230593 3.3 A.1. It appears that the only new duct are short pieces from the existing medium pressure to the new VAV with no new duct from the AHU. Do these short pieces of duct require DALT or does any of the existing medium pressure duct require DALT.

PIMC/

Derrick

Refer to Amendment A00006 dated July 20, 2024

- Addendum 02 and revised specification sections 230593.3.1 to clarify the scope of work for the TAB contractor and 230593.3.3 to clarify the duct leakage testing requirements for existing AHU-4.

ADDENDUM NO. 2-1

Prepared by:

BWS Architects 4636 N. 32nd St.

Phoenix, Arizona 85018 BWS Project No. 1818.014

Project:

Phoenix Indian Medical Center (PIMC)

ED & CSR

I.H.S. #75H70123F30021 4212 n. 16TH Street Phoenix, AZ 85016

ADDENDUM NO. 2

July 18, 2024

All requirements contained in the Contract Documents dated 8/8/23 and Contract Specifications dated 1/29/2024 shall apply to this Addendum, and the general character of the Work called for in this Addendum shall be the same as originally set forth in the applicable portions of the Contract Documents for similar Work, unless otherwise specified under this Addendum, and all incidental Work necessitated by this Addendum as required to complete the Work shall be included in the bids, even though not particularly mentioned in this Addendum.

This Addendum is hereby made a part of the Contract Documents. Acknowledge receipt of this Addendum in the space provided on the proposal form. Failure to do so may subject bidder to disqualification.

DRAWINGS ISSUED WITH THIS ADDENDUM:

No drawings sheets issued with this addendum.

SPECIFICATIONS ISSUED WITH THIS ADDENDUM:

The following section has been re-issued as part of this addendum:

1. Drawing Index – ADDENDUM 02

a. Drawing Index has been adjusted to indicate revised section

230593 Testing, Adjusting, and Balancing.

2. Section 230593 Testing, Adjusting, and Balancing – ADDENDUM 02

a. Section 230593.3.1 has been adjusted to clarify the scope of work for the TAB Contractor.

ADDENDUM NO. 2-2

b. Section 230593.3.3 has been adjusted to clarify the duct leakage testing requirements for existing AHU-4.

END OF ADDENDUM NO.2

Indian Health Service IHS Project No. 75H70123F30021 PIMC Mechanical Projects - ED & CSR BWS 1818.015.1

CONSTRUCTION DOCUMENTS

SPECIFICATIONS

CONSTRUCTION DOCUMENTS – ADDENDUM 02 - CONTENTS PG. 1

PROJECT MANUAL

Indian Health Service PIMC Mechanical Projects - ED & CSR

CONSTRUCTION DOCUMENTS

January 29, 2024

TECHNICAL SPECIFICATIONS

Division 1 – General Requirements 011100 Summary 013100 Project Meetings 013200 Construction Progress Documentation 013300 Submittals 013526 Safety Requirements 014000 Quality Requirements 014200 References 015000 Temporary Facilities 015010 Infection Control Procedures - Construction – IHS 016000 Product Requirements 017300 Execution Requirements 017400 Warranties 017700 Project Closeout 017823 Operation and Maintenance Data 017839 Project Record Documents

Division 2 – Existing Conditions 024113 Selective Demolition 024200 Asbestos Removal

Division 3 – Concrete – Not Used.

Division 4 – Masonry – Not Used.

Division 5 - Metals 055000 Metal Fabrications 055137 Prefabricated Aluminum Ramps

Division 6 – Wood, Plastics, and Composites 061000 Rough Carpentry 066400 Fiberglass Reinforced Plastic Panels (FRP)

CONSTRUCTION DOCUMENTS – ADDENDUM 02 - CONTENTS PG. 2

Division 7 - Thermal and Moisture Protection 079200 Joint Sealers

Division 8 - Doors and Windows 083113 Access Doors and Frames

Division 9 – Finishes 092900 Gypsum Drywall Systems 093000 Tile 095133 Acoustical Panel Ceilings 096500 Luxury Vinyl Tile (LVT) and Resilient Accessories.

096516 Resilient Sheet Flooring.

099000 Painting

Division 10 – Specialties 102600 Corner Guards.

Division 11 – Equipment - Not Used

Division 12 – Furnishings – Not Used.

Division 13 - Special Construction – Not Used

Division 14 – Conveyances – Not Used.

Division 21- Fire Protection 211100 Fire Protection

Division 22 – Plumbing 224000 Plumbing

Division 23 – HVAC 230500 Basic Mechanical Materials and Methods 230593 Testing Adjusting and Balancing (TAB) – ADDENDUM 02 230700 Mechanical Insulation 230900 Energy Monitoring and Control System (EMCS) 232000 Building Services Piping 233000 Air Distribution

CONSTRUCTION DOCUMENTS – ADDENDUM 02 - CONTENTS PG. 3

Division 26 – Electrical 260500 Common Work Results for Electrical 260519 Low-Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems 260533 Raceways and Boxes for Electrical Systems 260543 Underground Ducts and Raceways for Electrical Systems 260553 Identification for Electrical Systems 262726 Wiring Devices

Division 28 – Electronic Safety and Security – Not Used.

Division 31 – Earthwork – Not Used.

Division 32 – Exterior Improvements – Not Used.

END OF CONTENTS

TESTING, ADJUSTING AND BALANCING (TAB) – ADDENDUM 02 230593 - 1

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING (TAB)

PART 1 - GENERAL

1.1 GENERAL

A. An independent testing, adjusting, and balancing (TAB) agency shall test, adjust, and balance the mechanical systems.

B. The work included in this section consists of furnishing labor, instruments, and tools required in testing, adjusting and balancing the HVAC systems, as described in these specifications or shown on accompanying drawings. Services shall include checking equipment performance, taking the specified measurements, and recording and reporting the results.

1.2 WORK INCLUDED

A. Air Systems B. Special Systems

1.3 RELATED SECTIONS

A. Section 230500: Basic Mechanical Materials and Methods

1.4 DEFINITIONS, REFERENCES, STANDARDS

A. All work shall be in accordance with the latest edition of the Associated Air Balance Council (AABC) or National Environmental Balancing Bureau (NEBB) standards. If these contract documents set forth more stringent requirements than the AABC or NEBB standards, these contract documents shall prevail.

1.5 QUALIFICATIONS

A. The TAB Agency shall be a current member of the AABC or NEBB.

B. The following TAB Agencies are approved to provide TAB services on this project.

Alternate TAB Agencies shall submit resume and references for prior approval. Any alternate TAB Agencies that are not prior approved will not be accepted.

1. Arizona Air Balance Company, 624 South Perry Lane, Tempe, AZ 85281, contact Byron Seed at (480) 966-2001.

2. General Air Control, Inc., 1751 West Dairy Place, Tucson, AZ 85705, contact Jon Ziegler at (520) 887-8850.

3. Precisionaire of Arizona, Inc., 1720 East Deer Valley Road, Suite 205, Phoenix, AZ 85024, contact Dean Steffen at (623) 580-1644.

4. Tab Technology, Inc., 1912 North Rosemont, Mesa, AZ 85205, contact Phil

Hoyt at (480) 964-0187.

5. Technical Air Balance, SW, Inc., 16055 N. Dial Blvd., Scottsdale, AZ

85260, contact Wade Handley at (623) 492-0831.

TESTING, ADJUSTING AND BALANCING (TAB) – ADDENDUM 02 230593 - 2

C. Prior approved equal as indicated in via addendum. Requests for prior approval consideration shall be submitted per the requirements of Div 1 or by a General Contractor to the architect a minimum of (15) working days prior to the published bid date. Prior approval requests shall include complete submittal data demonstrating equal redundancy and performance.

1.6 SUBMITTALS (also refer to Section 230500)

A. The TAB agency shall submit a company resume listing personnel and project experience in air and hydronic system balancing and a copy of the agency's test and balance engineer (TBE) certificate.

B. Procedures and Agenda: The TAB agency shall submit the TAB procedures and agenda proposed to be used.

C. The TAB agency shall submit sample forms, which shall include the minimum data required by the AABC or NEBB standards.

1.7 TAB PREPARATION AND COORDINATION

A. TAB agency shall provide a pre-demolition testing of all outlets, devices and HVAC equipment associated with the area of remodel. The pre-demolition TAB report shall be provided for review by the engineer and COR a minimum of 7 days prior to the start of demolition.

B. TAB agency shall obtain shop drawings, submittal data, up-to-date revisions, change orders, and other data required for planning, preparation, and execution of the TAB work no later than 30 days prior to the start of TAB work.

C. System installation and equipment startup shall be complete prior to start of TAB agency’s work.

D. The building control system shall be complete and operational. The Building

Control System contractor shall install all necessary computers and computer programs and make these operational. Assistance shall be provided by TAB agency as required for reprogramming, coordination, and problem resolution.

E. All test points, balancing devices, identification tags, etc. shall be accessible and clear of insulation and other obstructions that would impede TAB procedures.

F. Qualified installation or startup personnel shall be readily available for the operation and adjustment of the systems. Assistance shall be provided as required for coordination and problem resolution.

1.8 REPORTS

A. The TAB agency shall submit one electronic copy of the pre-demolition TAB report in portable document format (PDF) for review by the engineer and COR a minimum of 7 days prior to the start of demolition. All outlets, devices, HVAC equipment, etc., shall be identified, along with a numbering system corresponding to report unit identification.

TESTING, ADJUSTING AND BALANCING (TAB) – ADDENDUM 02 230593 - 3

B. The TAB agency shall submit one electronic copy of the final TAB report in PDF for review by the engineer and building owner within 90 days of the date of receipt of the certificate of occupancy. All outlets, devices, HVAC equipment, etc., shall be identified, along with a numbering system corresponding to report unit identification. The TAB agency shall submit an AABC “National Project Performance Guaranty” assuring that the project systems were tested, adjusted and balanced in accordance with the project specifications and AABC National Standards.

1.9 DEFICIENCIES

A. Any deficiencies in the installation or performance of a system or component observed by the TAB agency shall be brought to the attention of the appropriate responsible person.

B. The work necessary to correct items on the deficiency listing shall be performed and verified by the affected contractor before the TAB agency returns to retest.

Unresolved deficiencies shall be noted in the final report.

PART 2 - PRODUCTS

2.1 INSTRUMENTS

A. All instruments used for measurements shall be accurate and calibrated.

Calibration and maintenance of all instruments shall be in accordance with the requirements of AABC or NEBB standards.

PART 3 - EXECUTION

3.1 GENERAL

A. AHU-1 primarily serves the lower-level area. AHU-2 primarily serves the first-floor area including portions of the Emergency Department. AHU-4 primarily serves the Emergency Department. EF-5 primarily serves the lower-level area. EF-27 primarily serves the Emergency Department. EF-3A and EF-3B serve the negative pressure room within the Emergency Department.

The TAB Contractor shall be responsible for providing a pre-demolition testing for the following equipment under the scope of work for this project:

• AHU-1 totals and associated terminal units within the area of work

• AHU-2 totals and associated terminal units within the area of work

• AHU-4 totals and all associated devices

• EF-5, EF-3A, EF-3B and EF-27 totals and all associated devices within the area of work

The TAB Contractor shall be responsible for providing a final test and balance for the following equipment under the scope of work for this project:

• AHU-1 totals and associated terminal units within the area of work

• AHU-2 totals and associated terminal units within the area of work

• AHU-4 totals and all associated devices

• EF-5, EF-3A, EF-3B and EF-27 totals and all associated devices within the area of work

TESTING, ADJUSTING AND BALANCING (TAB) – ADDENDUM 02 230593 - 4

The existing record drawings for the existing air distribution system and original balance reports will be provided by the COR at the time of bid per the request of the TAB Contractor.

B. The specified systems shall be reviewed and inspected for conformance to design documents. Testing, adjusting and balancing on each identified system shall be performed. The accuracy of measurements shall be in accordance with AABC or NEBB standards. Adjustment tolerances shall be + 10% or - 5% unless otherwise stated.

C. Equipment settings, including manual damper quadrant positions, manual valve indicators, fan speed control levers, and similar controls and devices shall be marked to show final settings.

D. All information necessary to complete a proper TAB project and report shall be per

AABC or NEBB standards unless otherwise noted. The description for work required, as listed in this section, are a guide to the minimum information needed.

E. Changes to pulleys, drives, etc. shall be part of the balance responsibility.

3.2 AIR SYSTEMS

A. The TAB agency shall verify that all ductwork, dampers, grilles, registers, and diffusers have been installed per design and set in the full open position. Systems where VFD’s or 2 speed motors are used, all balancing of air system will be conducted at the maximum and minimum rated speeds of unit. The TAB agency shall perform all TAB procedures in accordance with the AABC or NEBB standards.

B. Exhaust Fans:

1. Fan speeds - Test and adjust fan RPM to achieve maximum or design

CFM.

2. Current and Voltage - Test and record motor voltage and amperage, and compare data with the nameplate limits to ensure fan motor is not in or above the service factor.

3. Pitot-Tube Traverse - Perform a Pitot-tube traverse of the main exhaust ducts to obtain total CFM.

4. Static Pressure - Test and record system static profile of each exhaust fan.

C. Ducts:

1. Adjust ducts to within design CFM requirements.

D. Terminal Unit Systems:

1. Set volume regulators on all terminal boxes to meet design maximum and minimum CFM requirements.

TESTING, ADJUSTING AND BALANCING (TAB) – ADDENDUM 02 230593 - 5

2. Identification - Identify the type, location, and size of each terminal box.

This information shall be recorded on terminal box data sheets.

3. The new ductwork from the air handling units to the VAV / CAV boxes shall be pressure tested per AABC or NEBB standards. The duct shall have a maximum CFM leakage rate of 1% per hundred lineal feet of duct.

4. The CFM of VAV / CAV boxes shall be coordinated with the EMCS, so the EMCS can be calibrated to display actual field conditions.

E. Diffusers, Registers and Grilles:

1. Tolerances - Test, adjust, and balance each diffuser, grille, and register to within 10% of design requirements. Minimize drafts.

2. Identification - Identify the type, location, and size of each grille, diffuser, and register. This information shall be recorded on air outlet data sheets.

3. Adjust the louvers in all supply outlets to produce air distribution satisfactory to the occupants.

4. All measurements of air quantities delivered by grilles shall be made in a manner approved by the manufacturer of the grille.

F. Coils:

1. Air Temperature - Once air flows are set to acceptable limits, take wet bulb and dry bulb air temperatures on the entering and leaving side of each cooling coil. Dry-bulb temperature shall be taken on the entering and leaving side of each heating coil or furnace.

3.3 SPECIAL SYSTEMS

A. Duct Leakage Testing:

1. The installing contractor shall isolate and seal sections of the existing return ductwork for existing AHU-4. The test pressures required and the amount of duct to be tested is described in the appropriate duct classification section. The testing shall be performed prior to completion of the demolition phase. TAB contractor shall perform a static pressure profile, as required, to identify location and source of leakage during testing. The schedule and time frames for testing shall be coordinated with PIMC Facilities Maintenance.

2. The installing contractor shall isolate and seal sections of new ductwork between air handling units and terminal units for testing. The test pressures required and the amount of duct to be tested is described in the appropriate duct classification section. All testing shall be based on one test per section only unless otherwise noted.

B. Verification of HVAC Controls:

TESTING, ADJUSTING AND BALANCING (TAB) – ADDENDUM 02 230593 - 6

1. The TAB agency shall be assisted by the building control systems contractor in verifying the operation and calibration of all HVAC and temperature control systems. The following tests shall be conducted:

a. Verify that all control components are installed in accordance with project requirements and are functional, including all electrical interlocks, damper sequences, air and water resets, fire and freeze stats, and other safety devices.

b. Verify that all controlling instruments are calibrated and set for design operating conditions.

C. TAB Report Verification:

1. At the time of final inspection, the TAB agency may be required to recheck, in the presence of the owner’s representative, specific or random selections of data recorded in the certified report. Points and areas for recheck shall be selected by the owner’s representative. Measurements and test procedures shall be the same as approved for the initial work for the certified report. Selections for recheck, specific plus random, will not exceed 10% of the total number tabulated in the report.

3.4 Guarantee

A. All work shall be guaranteed for a period of ninety days. TAB contractor shall make adjustments during this period for comfort level adjustment, at direction of Engineer. TAB contractor shall meet with Engineer during this period as may be required to verify any readings. Coordinate with Section 01 30 00.

END OF SECTION 230593

Attachment J01a Specifications

PIMC ED-CSR 2024.01.29

(Conformed w-Addendum 02)

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a te S ig n ed . .

CE

RT

IFICATE NO.30775

SUSAN M.

GRAY

EXPIRES 12/31/2026

CONSULTANTS

BWS Project Number:

bws ARCHITECTS

4636 N. 32nd Street

Phoenix, AZ 85018

480.980.9054 www.bwsarchs.com

CONSTRUCTION DOCS

1/29/24

1818.015.1

Indian Health Service

PIMC ED & CSR

4212 N 16TH ST

PHOENIX, AZ

CIVIL

EEC, Inc

555 E. River Road, #301

Tucson, AZ 85704

Phone: 520.321.4625

MEP

Zona Technical Eng

6422 E. Speedway Blvd., Unit 130

Tucson, AZ 85710

Phone: 520.200.2612

STRUCTURAL

Turner Structural Eng

2806 N Alvernon Way, Tucson, AZ 85712

Phone: 520.323.3422

CONSTRUCTION DOCUMENTS – ADDENDUM 02 - CONTENTS PG. 1

PROJECT MANUAL

Indian Health Service PIMC Mechanical Projects - ED & CSR

CONSTRUCTION DOCUMENTS

January 29, 2024

TECHNICAL SPECIFICATIONS

Division 1 – General Requirements 011100 Summary 013100 Project Meetings 013200 Construction Progress Documentation 013300 Submittals 013526 Safety Requirements 014000 Quality Requirements 014200 References 015000 Temporary Facilities 015010 Infection Control Procedures - Construction – IHS 016000 Product Requirements 017300 Execution Requirements 017400 Warranties 017700 Project Closeout 017823 Operation and Maintenance Data 017839 Project Record Documents

Division 2 – Existing Conditions 024113 Selective Demolition 024200 Asbestos Removal

Division 3 – Concrete – Not Used.

Division 4 – Masonry – Not Used.

Division 5 - Metals 055000 Metal Fabrications 055137 Prefabricated Aluminum Ramps

Division 6 – Wood, Plastics, and Composites 061000 Rough Carpentry 066400 Fiberglass Reinforced Plastic Panels (FRP)

CONSTRUCTION DOCUMENTS – ADDENDUM 02 - CONTENTS PG. 2

Division 7 - Thermal and Moisture Protection 079200 Joint Sealers

Division 8 - Doors and Windows 083113 Access Doors and Frames

Division 9 – Finishes 092900 Gypsum Drywall Systems 093000 Tile 095133 Acoustical Panel Ceilings 096500 Luxury Vinyl Tile (LVT) and Resilient Accessories.

096516 Resilient Sheet Flooring.

099000 Painting

Division 10 – Specialties 102600 Corner Guards.

Division 11 – Equipment - Not Used

Division 12 – Furnishings – Not Used.

Division 13 - Special Construction – Not Used

Division 14 – Conveyances – Not Used.

Division 21- Fire Protection 211100 Fire Protection

Division 22 – Plumbing 224000 Plumbing

Division 23 – HVAC 230500 Basic Mechanical Materials and Methods 230593 Testing Adjusting and Balancing (TAB) – ADDENDUM 02 230700 Mechanical Insulation 230900 Energy Monitoring and Control System (EMCS) 232000 Building Services Piping 233000 Air Distribution

CONSTRUCTION DOCUMENTS – ADDENDUM 02 - CONTENTS PG. 3

Division 26 – Electrical 260500 Common Work Results for Electrical 260519 Low-Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems 260533 Raceways and Boxes for Electrical Systems 260543 Underground Ducts and Raceways for Electrical Systems 260553 Identification for Electrical Systems 262726 Wiring Devices

Division 28 – Electronic Safety and Security – Not Used.

Division 31 – Earthwork – Not Used.

Division 32 – Exterior Improvements – Not Used.

END OF CONTENTS

CONSTRUCTION DOCUMENTS

SPECIFICATIONS

SUMMARY 011100 - 1

SECTION 011100 - SUMMARY

PART 1 – GENERAL

1.1 SUMMARY

A. A summary of the specifications as part of the Contract Documents including:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Specification and Drawing conventions.

5. Miscellaneous provisions.

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

B. I.H.S. Contract Documents.

C. Section 015000 Temporary Facilities.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Alteration (Level 2) at the lower-level Central Supply Rooms of Phoenix Indian Medical Center (PIMC) and installation of VRF's at first floor. Work to consist of abatement of existing tiles and mastic and interior finish modifications to Office, Records, Sterile, and Decontamination Room of roughly 3,415 s.f, a temporary mobile sterilization trailer that will facilitate the Central Supply Rooms during construction, and a temporary storage structure to store equipment.

1. Project Location: Phoenix, Arizona

2. Owner: Indian Health Service.

B. Architect Identification: The Contract Documents, dated January 29, 2024, were prepared for the Project by Burns Wald-Hopkins Shambach Architects (BWS) and their consultants.

1.4 SPECIAL EQUIPMENT MOVING

A. Storage of Equipment shall be coordinated with IHS as shown in the Drawings.

B. Liability for damage to Equipment is outlined in I.H.S. Contract Documents.

C. Some Equipment will be moved to an onsite temporary modular storage structure. See Section 015000 Temporary Facilities.

CONSTRUCTION DOCUMENTS

SPECIFICATIONS

SUMMARY 011100 - 2

1.5 USE OF PREMISES

A. Use of utilities shall in be accordance with FAR 52.236-14 Availability and Use of Utility Services. Buildings will be occupied during performance of work under this contract.

Before work is started, arrange with the Contracting Officer Representative (COR) a sequence of procedure, means of access, space for storage of materials and equipment, and use of approached, corridors, and stairways.

B. In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

1. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work to remain.

2. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.6 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format:

1. The Specifications are organized into Divisions and Sections using the 49-division format and CSI/CSC's "MasterFormat" numbering system.

a. Section Identification: The Specifications use section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents.

B. Specification Content:

1. The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

a. Abbreviated Language: Language used in the Specifications and other Contract Documents may be abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

b. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

CONSTRUCTION DOCUMENTS

SPECIFICATIONS

SUMMARY 011100 - 3

i. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

1.7 DOCUMENT MANAGEMENT

A. See Section 013300 “Submittals” for document management requirements.

1.8 LAYING OUT OF THE WORK

A. Prior to commencing work, the Contractor shall carefully compare and check all drawings, each with the other, that in any way affect the locations or elevation of the work to be executed by him, and should any discrepancy be found, he shall immediately report the same to the Architect for verifications and adjustments. Any duplication of work made necessary by failure or neglect on the Contractor's part to comply with this provision shall be done at his sole expense.

B. The drawings accompanying these specifications indicate generally the design and arrangement of all apparatus, fixtures, accessories, etc., necessary to complete the work required. The exact location or arrangement of equipment is subject to minor changes necessitated by field conditions and shall be made as required without additional cost to the Owner.

C. If there is a discrepancy between documents, the most stringent requirements shall be assumed to apply to the work. Contractor shall not scale drawings if dimensions are not shown but ask for clarification from the architect.

D. Surveys, Benchmarks, Lines and Levels: Working from data established by his property survey, Contractor shall establish and maintain benchmarks and other dependable markers and set lines and levels for the work on site as needed to properly locate each element of entire project. Contractor shall calculate and measure required dimensions as shown (within recognized tolerances). Contractor shall not scale drawings to determine dimensions. Contractor shall advise tradesmen performing the work of marked lines and levels provided for their use in layout of work.

E. Existing Conditions:

1. The existing utilities and other conditions shown or referred to on the drawings or in the specifications were located from existing reference drawings. While it may be reasonable to assume that the locations are reasonably accurate, the Contractor shall utilize blue staking services or other information as available for to verify all existing utilities. Contractor should use extreme caution in trenching, cutting asphalt, etc.

2. If the Contractor should encounter utilities or conditions not shown on available reference materials, immediately notify the Architect who will direct Contractor in removal, repair, and/or rerouting of utilities and resolution of unexpected conditions.

3. Utility Shutdowns: Contractor shall coordinate closely with Contracting Officer’s

Representative (COR) and OWNER for all utility shutdowns and changeovers.

Contractor shall conduct a planning meeting with all affected parties, coordinated with the COR and OWNER, a minimum of 30-days prior to any required shutdown.

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SUMMARY 011100 - 4

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

END OF SECTION 011100

CONSTRUCTION DOCUMENTS

SPECIFICATIONS

PROJECT MEETINGS 013100 - 1

SECTION 013100 - PROJECT MEETINGS

PART 1 – GENERAL

1.1 SUMMARY

A. This section specifies administrative and procedural requirements for project meetings including but not limited to:

1. Pre-construction conference

2. Pre-Installation Conferences as noted in individual spec sections

3. Coordination meetings

4. Progress meetings

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-01 Specification Sections, apply to this section.

1.3 PRECONSTRUCTION CONFERENCE:

A. To be held after execution of the Agreement and prior to commencement of construction activities.

B. Attendees: The COR, CO, OWNER, Architect, and their consultants, the Contractor and his/her superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the work.

C. Deliverable: Fully developed and vetted critical path construction schedule.

D. Agenda: Discuss items of significance that could affect progress including such topics as:

1. Critical work sequencing

2. Designation of responsible personnel

3. Procedures for processing change orders

4. Procedures for processing applications for payment

5. Distribution of contract documents

6. Process for submittals of shop drawings, product data and samples

7. Preparation of record documents

8. Office, work, access, and storage areas

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PROJECT MEETINGS 013100 - 2

9. Equipment deliveries and priorities

10. Housekeeping

11. Working hours

E. The CO will chair the conference, record significant discussions, and electronically distribute copies of minutes of the conference promptly to everyone concerned.

1.4 COORDINATION MEETINGS:

A. Conduct coordination meetings with subcontractors as required to expedite job progress.

Project coordination meetings are in addition to specific meetings held for other purposes, such as regular progress meetings and special pre-installation meetings.

B. Request representation at each meeting by every party currently involved in coordination or planning for the construction activities involved.

C. The General Contractor will chair the meetings, record significant discussions of each meeting, and electronically distribute copies of minutes of each meeting promptly to everyone concerned.

1.5 PROGRESS MEETINGS:

A. The Contractor shall schedule and administer monthly construction progress meetings throughout the contract performance period. Additional meetings may be held as required. The location of progress meetings will normally be on site; however, other locations may be approved by CO.

1. The Contractor shall make arrangements for meetings, prepare agenda, and distribute notice of meetings to participants three (3) business days in advance of each progress meeting. Meeting agenda shall cover topics pertinent to continued progress and successful completion of the contract.

2. The CO, or if not attending, the appointed COR will preside over progress meetings. The Contractor shall record meeting minutes and distribute copies within five (5) calendar days after each meeting to participants, entities affected by meeting decisions, and the CO.

3. Attendance: Contractor, project superintendent, and subcontractors and suppliers as appropriate to agenda; the CO, COR, and other Government representatives may attend as appropriate.

4. Suggested topics include:

a. Review previous meeting minutes

b. Review schedule and progress. Contractor shall be prepared to:

i. Discuss the work and any causes of work delay(s);

ii. Present a plan to bring the work back into conformance with the schedule; or, if necessary:

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PROJECT MEETINGS 013100 - 3

iii. Propose a revised work schedule.

c. Review field observations, problems, and decisions

d. Status of submittals / RFIs

e. Off-site fabrication and delivery schedules, if applicable

f. Quality control

g. Progress payments

B. Agenda: Review, correct and approve minutes of the previous progress meeting. Include topics for discussion as appropriate to the current status of the project.

C. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's construction schedule, whether on time or behind schedule. Determine how construction behind schedule will be expedited;

secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. Review other items of significance that could affect progress.

D. Documentation Status: Review status of critical submittals, requests for information, proposal requests/change proposals, change orders, and similar items.

E. The Contractor will chair the meetings, record significant discussions and, soon after each meeting, electronically distribute copies of minutes of each meeting to each party present and to other members of the construction team.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

END OF SECTION 013100

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Preliminary construction schedule.

2. Contractor's construction schedule.

3. Digital photographs.

B. Related Requirements:

1. Section 013300, Submittals for submitting schedules and reports.

2. Section 014000, Quality Requirements for submitting a schedule of tests and inspections.

3. Section 017700, Closeout Procedures.

1.3 COORDINATION

A. Coordinate Contractor's construction schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.

B. Coordinate preparation and processing of schedules and reports with the performance of construction activities.

PART 2 - PRODUCTS

2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2

B. Activities: Treat each separate area as a separate numbered activity for each main element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by COR.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Owner’s administrative procedures necessary for certification of Substantial Completion.

4. Punch List and Final Completion: Include not more than 20 days for completion of punch list items and final completion.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

2. Products Ordered in Advance: Include a separate activity for each product. Delivery dates indicated stipulate the earliest possible delivery date.

3. Owner-Furnished Products: Include a separate activity for each product. Delivery dates indicated stipulate the earliest possible delivery date.

4. Work Restrictions: Show the effect of the following items on the schedule:

a. Coordination with existing construction.

b. Seasonal variations.

c. Environmental control.

D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

E. Contract Modifications: For each proposed contract modification, and concurrent with its submittal, prepare a time-impact analysis to demonstrate effect of proposed change on overall project schedule.

F. Computer Software: Prepare schedules using a program developed specifically to manage construction schedules.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's construction schedule. Base schedule on the startup construction schedule and additional information received since the start of Project.

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.

C. Contractor's Construction Schedule Updating: At regular project meetings, update schedule to reflect actual construction progress and activities.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate final completion percentage for each activity.

D. Distribution: Distribute copies of approved schedule to COR and Architect, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

2.3 DIGITAL PHOTOGRAPHS

A. Periodic Construction Photographs: Take ten digital photographs weekly, with submittal each month to coincide with date of Application for Payment. Select vantage points to best show status of construction and progress since the last photographs were taken.

B. Final Construction Photographs: Take forty digital color photographs after Date of Substantial Completion for submittal as Project Record Documents. COR will direct photographer to desired vantage points.

END OF SECTION 013200

CONSTRUCTION DOCUMENTS

SPECIFICATIONS

SUBMITTALS 013300 - 1

SECTION 013300 - SUBMITTALS

PART 1 – GENERAL

1.1 SUMMARY

A. Work related submittals including shop drawings, product data, samples and non-administrative miscellaneous submittals related directly to the work.

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-01 Specification sections, apply to work of this Section.

B. Coordination Drawings: The contractor shall work with appropriate subcontractors to provide coordination drawings for all work above ceilings. Drawings shall fully address mechanical, electrical, data, fire sprinklers, fire alarm, and other systems as appropriate.

1.3 RELATED SECTIONS

A. Section 011100 – Summary: Summary for general discussion of cloud-based project management during construction, which shall be provided and administered by the General Contractor. Particular requirements for its use are included in this Section.

1.4 DESCRIPTION OF REQUIREMENTS:

A. General: The Contractor shall provide and utilize a construction management software product designed specifically for transmitting information between construction project team members and overall management of documentation during the construction process (e.g., submittals, requests for information (RFIs), daily reports, progress photos, meeting minutes, etc.). The software shall use a cloud storage infrastructure that is Federal Risk and Authorization Management Program (FedRAMP) authorized, such as Amazon Web Service or Google Cloud. Examples of construction management software that use FedRAMP authorized cloud services include ProCore and Submittal Exchange. See Solicitation H Clause for further details.

B. The types of submittal requirements specified in this section include shop drawings, product data, samples and miscellaneous work-related submittals. Individual submittal requirements are specified in applicable sections for each unit of work. Refer to other Division-1 sections and other contract documents for requirements of administrative submittals.

C. Definitions: Work-related submittals of this section are categorized for convenience as follows:

1. Shop drawings include specially-prepared technical data for the project, including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form for general application to more than one project.

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SUBMITTALS 013300 - 2

2. Product data include standard printed information on materials, products and systems; not specially-prepared for this project, other than the designation of selections from among available choices printed therein. Include manufacturer's standard printed recommendations for application and use, compliance with standards, applications for labels and seals, maintenance information, and special coordination requirements for installation.

3. Samples include both fabricated and unfabricated physical examples of materials, products and units of work; both as complete units and as smaller portions of units of work; either for limited visual inspection or, (where indicated), for more detailed testing and analysis.

a. Approved physical samples shall be delivered to the job site and be maintained in the job site office.

4. Miscellaneous submittals related directly to the work, (non-administrative), include warranties, coordination drawings, maintenance agreements, workmanship bonds, survey data and reports, physical work records, quality testing and certifying reports, copies of industry standards, record drawings, field measurement data, operating and maintenance materials, overrun stock, and similar information, devices and materials applicable to the work and not processed as shop drawings, product data or samples.

1.5 INTENT

A. The review of shop drawings is intended to be a preview of what the Contractor intends to provide and functions as an effort to foresee unacceptable materials or methods and to avoid the possibility of their rejection at the project site. Review of submittals will be only for conformance with the design concept of the project and compliance with the information given in the Contract Documents. Review of shop drawings does not preclude Contractor from meeting all requirements of the Contract Documents and providing the work as documented therein.

B. The Contractor is responsible for dimensions to be confirmed at the site; for information that pertains solely to fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; for actual quantities of items to be furnished;

and for coordination of the work of all trades. The Architect's approval of a specific item does not indicate approval of an assembly of which the item is a component.

1.6 GENERAL SUBMITTAL REQUIREMENTS:

A. Coordination and Sequencing: Coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittals. Coordinate and sequence different submittals for same work, and for interfacing units of work, so that one unit of work will not be delayed for coordination with another. The Contractor shall provide a list of all required submittals, along with a sequence that the submittals will be provided, for review by the Architect.

B. No fabrication of work shall be done, or any parts thereof shipped to site prior to approval of required submittals for such work.

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SUBMITTALS 013300 - 3

C. Submittals will not be reviewed which do not bear Contractor's signature and statement that Contractor has reviewed submittal and the contents of the submittals are in full conformity with the contract documents, except as noted. Contractor will be held responsible for any delay in the progress of the work which may be due to his failure to observe these requirements, and the time for the completion of his contract will not be extended on account of his failure to submit information promptly.

D. Review Times: The schedule of shop drawings shall include 14 calendar days for review of each submittal by the Architect, although the Architect will attempt to review submittals as quickly as possible. For complex submittals allow for a ten (10) calendar day resubmittal review time by the Architect, if required.