ESBD_File_341486_RFP 24-002 Addendum No.- 3 .pdf

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Attached to
John Seally Hospital Emergency Room Building MEP Mitigation
Solicitation number
RFP24_002
Issued by
Galveston County, Galveston City, Texas

About this file

This document is an addendum to a Request for Proposal (RFP) issued by the University of Texas Medical Branch at Galveston (UTMB) for the John Sealy Hospital and Emergency Room Building MEP Mitigation project, RFP No. 24-002. The addendum provides clarifications on the revised bid submission date, contract durations, responses to questions, and a revised finish material schedule. The bid submission deadline is now November 30, 2023, and the HUB submittal deadline is December 1, 2023. The base bid completion of the M90 contract has a duration of 376 calendar days, and the M64 contract has a duration of 419 calendar days. The addendum also addresses questions regarding abandoned penetrations, HUD Section 3 documentation, and the epoxy schedule. The finish material schedule has been updated, clarifying the applicable notes and revising the schedules for both the M64 and M90 buildings.

The contract opportunity is a state and local project located in Galveston County and the City of Galveston, Texas. No additional details are provided regarding pricing terms, set asides, incumbents, funding requirements, or other salient information.

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RFP No 24-002 Addendum No. 3 Request for Proposal Page 1 of 3

REQUEST FOR PROPOSAL

The University of Texas Medical Branch at Galveston

JOHN SEALY HOSPITAL AND EMERGENCY ROOM

BUILDING MEP MITIGATION

RFP No.: 24-002

ADDENDUM NO. 3

Prepared By:

Akan Hanson, Sr. Acquisition Specialist

Purchasing, Capital Construction The University of Texas Medical Branch at Galveston

Galveston, TX 77555 409.772.8706 aehanson@utmb.edu

Issue Date: November 16, 2023

RFP No 24-002 Addendum No. 3 Request for Proposal Page 2 of 3

REQUEST FOR PROPOSAL

The University of Texas Medical Branch at Galveston

JOHN SEALY HOSPITAL AND EMERGENCY ROOM BUILDING MEP MITIGATION

RFP No.: 24-002

ADDENDUM NO. 3

This Addendum No. 3 hereby forms and is made a part of the Request for Proposal for the John Sealy Hospital and Emergency Room Building MEP Mitigation project. The following shall be incorporated into the specifications and/or terms and conditions of RFP No. 24-002. This Addendum is issued to provide the following clarifications.

1. Revised Bid Submission Date

2. Revised Contract Durations

3. Responses to Questions

4. Finish Material Schedule

1. Project Schedule – Revised Bid Submission Date.

Deadline for Questions: November 13 Addendum Posted by: November 16 Proposal Submittal Deadline: November 30 HUB Submittal Deadline: December 1 Vendor Presentations (if needed): December 14 Vendor Negotiations: December 20 Estimated Award Date: January 8

2. Revised Contract Durations.

Base Bid Completion of M90 Contract duration 376 calendar days (Est NTP January 22, 2024 – January 31, 2025)

Base Bid Completion of M64 Contract duration 419 calendar days (January 22, 2024 – March 15, 2025)

3. Responses to Questions.

Div. Discipline Item Description Responses 00 UTMB For M64 on A-101, general note 2

“Seal all abandoned penetrations in existing walls, floors, and ceilings.”

Does this include pre-existing abandoned penetrations, or only ones abandoned during our work?

Seal penetrations abandoned during execution of contract. Notify the Owner of any penetrations observed not sealed, created by others.

00 UTMB Where is addendum 3, which is referenced multiple times?

References to Addendum 3 or 3A in Addendum 2 were intended to read Addendum 2.

00 UTMB Please provide the HUD Section 3 Plan documents referenced in addendum 2:

(Refer to addendum 3 A).

References to Addendum 3 or 3A in Addendum 2 were intended to read Addendum 2.

Contractors are to provide a Hud Section 3 Plan that describes how the HUD Section 3 benchmarks are planned to be achieved.

RFP No 24-002 Addendum No. 3 Request for Proposal Page 3 of 3

00 UTMB Please provide addenda 3 A referenced in addenda 2.

References to Addendum 3 or 3A in Addendum 2 were intended to read Addendum 2.

Additional information regarding HUD Section 3 benchmark were included in the Request for Proposal and Addendum 2.

00 UTMB Due to the requirements of the HUD documentation and the upcoming holiday. Please postpone the due date to ensure documentation and project coverage.

See item 1. Project Schedule for revised schedule

03 Philo Wilke Please provide the epoxy schedule referenced in the finish schedule

Please see 4. Finish Material Schedule

4. Finish Material Schedule This portion of Addendum No. 3 Provides further clarifications on questions about the finish Material schedule.

For Building M64 –

• Sheet A-600 On Finish Material Schedule Delete General Note 1. “See 3-A560 for countertop legend.” This note is not applicable.

• Sheet A-600 On Finish Material Schedule Delete General Note 7. “Refer to A-140 series for finish plans showing extent/location of accent paint, specialty finishes and wall protection.”

Refer to the Room Finish Type Schedule and Finish Material Schedule

For Building M90

• Sheet A-600 On Finish Material Schedule, Delete General Note 1. “See 3-A560 for countertop legend.” This note is not applicable.

• Revise Sheet A-600 as per Philo Wilke, Addendum 4, dated 16-Nov-23 and revised Sheet A-

600 Addendum, 4 dated 11/16/23

• The following listed drawings, dated 16 November 2023 are being issued as part of Architect’s Addendum No. four (4) (UTMB Addendum 3) as REVISED:

- A-600 Schedules

End of Addendum No. 3

Texas Registered Engineering Firm F-2113

Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

2825 Wilcrest, Suite #350 Houston, Texas 77042 Ph. 713.780.7563 Fax.713.780.9209

Keyplan

Philo Wilke Partnership

11275 S. SAM HOUSTON PARKWAY W.

SUITE 200, HOUSTON, TX, 77031

PH: 832-554-1130

Henderson Rogers Structural Engineer

2603 AUGUSTA DRIVE, SUITE 800

HOUSTON, TX 77057

PH: 713-430-5800

CONSULTANTS

Gonzalez Shah Smith

1946 SOUTH I-35, SUITE 302

AUSTIN, TX 78704

PH: 512-610-1132

Texas Registered Engineering Firm F-20213

11/16/2023

/1

/2

:5

:5

A

M U

T M

B M

E P

M it ig a ti o n M

C e n tr a l) d e ta c h e d .r v t

A-600

Schedules

University of Texas Medical Branch at Galveston

M90 MEP

Mitigation

Checker

Designer

08/18/2023

G1004-001-01

Room Finish Type Schedule 1

Finish Material Schedule 3

General Notes:

1. See 3-A560 for countertop legend.

2. Solid Surface stools and thresholds are to match SS1 unless noted otherwise.

3. Seamless vinyl integral base to be 6" high unless noted otherwise.

Notes to Schedule:

1. All walls in this room type are to receive tile. For elevations not shown in the drawings, the tile finish, height, pattern, and accents are to match the minimal tile installation shown in the interior elevations of the same room.

General Notes:

1. See 3 A-600 for Finish Material Schedule.

2. See Interior Elevations for extent of wall finishes where multiple finishes occur in a room.

Door Hardware Sets

Hardware Set Description Components Additional Instructions

Swing Doors - May not be Left Unlocked

30F Always-Locked, Fire-Rated and Non-Fire-Rated where

Closer is Desired

Closer

Lockset (Always-Locked)

Pair: One leaf inactive; automatic or self-closing flushbolts as required to comply with code. If door fire rating requires astragal, provide coordinator

Swing Doors - Electrical Access Control

51 Entry Control, Electrified Lock, Fail-Safe / Unlocked, Fire-Rated and Non-Fire-Rated

Card Reader (Located where indicated)

Closer

Lockset (Always-Locked, Electric Bolt Retraction)

1. Fail-safe (unlocking in event of fire alarm activation or power failure)

2. Key override and free egress at all times

3. Entry Control: Upon signal from access control device

,outside trim unlocks

Pair: One leaf inactive; provide fire-rated self-latching flush bolts on fire-rated doors, otherwise manual flushbolts

General Notes - Hardware Sets:

1. The hardware sets listed above represent the design intent and direction of the Owner and Architect. They are a guideline only and should not be considered a detailed hardware schedule.

Discrepancies, conflicting hardware and missing items should be brought to the attention of the Architect with corrections.

2. These Hardware Sets indicate requirements for single doors of that type, with conditional requirements for pairs and other situations.

3. Pairs of Swinging Doors: Provide one of each specified item on each leaf unless specifically stated otherwise. Treat pairs as two active leaves unless otherwise indicated.

4. See Section 08 71 00 of the Specifications for more information and requirements for Door Hardware. The Specifications contain the detailed requirements for each type of component listed in this Schedule.

5. Suffixes to Hardware Set number generally, but not always, indicate the following:

A: Automatic

F: Fire-rated (or non-rated condition where closer is required)

P: Protection (Armor plates, kick plates, edge guards, etc.)

R: Rescue: Releasable stop and pivots

H: Hospital (special features)

I: Intruder (Special features)

6. Provide a lock for every door, unless door is specifically indicated as not requiring locking.

7. Provide a latch for every door that is not required to lock, unless specifically indicated “push/pull” or “not required to latch”.

8. Hardware sets indicate locking functions required for each door. Details and requirements for common hardware work (hinges, stops, silencers, etc.) are described in the specifications.

9. If no hardware set is indicated for a swinging door provide an office lockset and ask the Architect for further clarification.

10. Provide lever handle or pull trim on outside of all doors unless specifically stated to have no outside trim.

11. Provide key access on the outside of all locks unless specifically stated to have no locking or no outside trim.

12. Electrically operated locks shall fail secure unless otherwise indicated or prohibited by Building Code.

13. See Section 08 71 00 of the Specifications for requirements for lock cylinders.

14. Provide hinges in proper quantity and type for all swinging doors except were pivots are indicated or required due to door weight, configuration, or operation, as follows:

A. Doors from 60 inches high to 90 inches high: Three (3) hinges;

B. Doors 90 inches high to 120 inches high: Four (4) hinges;

C. Doors 120 inches high and more: One (1) additional hinge for each additional 30 inches in height.

D. 48 inch wide doors shall have a minimum of four (4) hinges.

E. Unless specified otherwise, provide five knuckle full mortise hinges. Requirements in the Specifications shall take precedence over this requirement.

F. Provide ball-bearing hinges at all doors having closers.

G. See Section 08 71 00 of the Specifications for additional requirements.

15. Provide a door closer on every exterior door and fire and/or smoke rated door. Spring hinges are not an acceptable self-closing device unless specifically so indicated.

16. Provide wall stops at all swing doors unless otherwise indicated. If wall stops are not practical due to door location, configuration of adjacent walls or room or furnishings and equipment, provide an overhead stop.

17. Provide a threshold at every exterior door unless otherwise indicated.

18. Provide power required for all electrically operated door hardware, whether a circuit is identified for the opening on the Electrical Drawings or not. If a circuit is not identified on the drawings, request clarification from the Architect. Under no circumstances will additional time or additional cost be allowed based on an unidentified electrical circuit for door hardware that is indicated to require an electrical connection.

19. Provide products complying with door function and all applicable codes and standards as described in the specifications, section 08 71 00, for fire-rated, smoke-rated, and lead lined doors.

20. Provide gasketing in compliance with UL 1784 for rooms designated as "Isolation", "Ante-room", or rooms that have a pressure differential requirement.

Door Hardware Schedule 11

Finish Material Schedule

Finish Material Name Manufacturer Pattern / Line Color

Specification

Section(s) Notes

Base

RBC Resilient Base - Cove Roppe TS - Cove Match Existing Building

Standard

09 65 00

URT Polyurethane Traffic Coating System Tremco 360NF/950NF Grey 09 67 00

Ceiling

ACT1 2 x 2 Acoustical Tile Armstrong Optima Open Plan Match Existing Building

Standard

09 51 00

PT2 Paint - Ceiling Use Sherwin Williams Eggshell Pure White SW 7005 09 91 23

Door

DPT1 Epoxy Paint Sherwin Williams Epoxy semi-gloss Match Existing Building

Standard

08 14 16

Door Frame

FPT1 Epoxy Paint Sherwin Williams Epoxy semi-gloss Match Existing Building

Standard

09 91 23

Floor

URT Polyurethane Traffic Coating System Tremco 360NF/950NF Grey 09 67 00

Walls

PT1 Paint - Wall Use Sherwin Williams Eggshell Match Existing Building

Standard

09 91 23

Room Finish Type Schedule

Finish Type Floor Base Wall Ceiling Misc. Trim Notes

F7 URT URT PT1 -

No. Description Date

1 Addendum 01 09/12/2023

2 Addendum 04 11/16/2023

REQUEST FOR PROPOSAL
The University of Texas Medical Branch at Galveston
JOHN SEALY HOSPITAL AND EMERGENCY ROOM BUILDING MEP MITIGATION
RFP No.: 24-002
The University of Texas Medical Branch at Galveston
RFP No.: 24-002
04 - A-600 - Schedules - Add4.pdf
Sheets
A-600 - Schedules

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