About this file

This document is an amendment to a solicitation for a federal contract opportunity. The amendment revises drawings and specifications, the price proposal form, and provides a site visit sign-in sheet for the Design-Bid-Build (DBB) construction services contract for B14, New Stair/Life Safety/Power Improvements at the Portsmouth Naval Shipyard (PNSY) in Kittery, Maine. The project includes a total interior renovation of the four-story, 22,705 square foot historic Building 14, addressing utility upgrades, egress/fire life safety/accessibility compliance, exterior envelope repairs, structural upgrades, and hazardous material remediation. The proposal due date remains unchanged. The amendment provides revised technical details, extends the pre-construction submittal deadline, and adjusts the construction duration from 90 to 180 calendar days.

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File Type Posted
Amendment 0007.pdf PDF
Amendment 006 - attachment 2- J and A Toilet Accessories .pdf PDF
Amendment 0006 - B14.pdf PDF
Amendment 006 - attachment 1 - J and A Interior Finishes.pdf PDF
Amendment 0005 - Attachment 1 - M503.pdf PDF
Amendment 0005 B14.pdf PDF
Amendment 0004 Attachment 1 M-502 for PPI 153.pdf PDF
Amendment 0004 B14.pdf PDF
Amendment 0004 attachment 2 Amendment Dwgs.pdf PDF
Amendment 0003 - Enclosure (2) for PPI 17.xlsx XLSX spreadsheet
Amendment 0003 B14.pdf PDF
Amendment 0003 - Enclosure (3) for PPI 101.pdf PDF
Amendment 0002 B14.pdf PDF
Amendment 0001 - Attachment 1 - Revised Drawings Specs .pdf PDF
Amendment 0001 - Attachment G- Price Proposal Form REV .docx DOCX document
Amendment 0001 - Attachment 2 - Site Visit Sign-in Sheet.pdf PDF
B14 Drawings - Volume 2_SBD_03-28-24.pdf PDF
N4008524R2534 B14.pdf PDF
Attachment E-Small Business Participation Commitment Document.docx DOCX document
B14 Specifications_SBD_03-22-24.pdf PDF
Attachment H - PIEE Vendor Access Instructions.pdf PDF
Attachment F - Small Business Subcontracting Plan (SBSP) Template.docx DOCX document
Attachment D- Historical Small Business Utilization.docx DOCX document
B14 Drawings - Volume 1_SBD_03-28-24.pdf PDF
Attachment G - Price Proposal Form .docx DOCX document
Attachment K - SF 5512 site visit .pdf PDF
Attachment A - Pre-proposal Inquiry Form.xls XLS spreadsheet
Attachment B - Construction Experience Project data sheet.docx DOCX document
Attachment C - Past Performance Questionnaire (Form PPQ).docx DOCX document
Attachment J - DBIDS Access Request Form.docx DOCX document
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

DESIGN-BID-BUILD (DBB), B14 NEW STAIR/LIFE SAFETY/POWER IMPROVEMENTS PORTSMOUTH NAVAL SHIPYARD (PNSY), KITTERY, MAINE.

The proposal due date of 13 May 2024 NLT 1400 (EST) remains unchanged.

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contract POC: Sarah Lorkiew icz; Email: sarah.m.lorkiew icz.civ@us.navy.mil Phone: 757-341-0070

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 24-Apr-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X N4008524R2534

X 9B. DATED (SEE ITEM 11)

28-Mar-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

24-Apr-2024

CODE

NAVFACSYSCOM MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008524R2534

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0001

The purpose of this amendment is to provide the following:

1. Revised Drawings & Specifications

2. Revised Attachment G – Price Proposal Form

3. Site Visit Sign-in Sheet

ATTACHMENTS:

1. Amendment 0001 – Attachment 1 – Revised Drawings & Specs

2. Amendment 0001 – Attachment 2 – Site Visit Sign-in Sheet

3. Amendment 0001 – Attachment G – Price Proposal Form REV

The following information has been deleted and/or added/revised:

DRAWINGS

These revised drawings accompany this amendment.

Drawing S-002 – STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

1. Add Existing Wood Framing Jacking Note 10 to read “PERFORM A SURVEY OF THE EXISTING EXTERIOR

GRANITE WALLS PRIOR TO AND AFTER INSTALLING TEMPORARY SHORING OR PERFORMING

JACKING.”

Drawing AD201 – EXTERIOR ELEVATION REMOVALS

1. Add General Note 3 to read “COORDINATE WITH STRUCTURAL SHEETS FOR REQUIRED EXTERIOR

BUILDING SURVEYS”.

Drawing P-101 – UNDERSLAB PLUMBING PLAN

1. Provide trap primer lines to floor drains in Mech 104 and Corridor 112.

Drawing P-102 – FIRST FLOOR PLUMBING PLAN

1. Provide trap primer lines to floor drains in Mech 104 and Corridor 112.

Drawing P-601 – PLUMBING SCHEDULES 1

1. Drain Schedule Note 1: Delete “ON PLANS. PROVIDE TRAP GUARDS ELSEWHERE”.

Drawing MP101 – FIRST FLOOR MECHANICAL PIPING PLAN

1. Add Keynote 6 to read “PROVIDE PREFABRICATED FLEXIBLE EXPANSION SYSTEM, SEE DETAIL A5/M501.”

2. Provide expansion loops in Mechanical Rooms 101 and 104.

Drawing MP102 – SECOND FLOOR MECHANICAL PIPING PLAN

1. Keynote 4: Add “SEE DETAIL A5/M501” to end of Keynote.

2. Second Floor Mechanical Piping Plan: Change two Keynotes located in the center-south of the original building (at the entry to the connector) from “1” to “4”.

Drawing MP103 – THIRD FLOOR MECHANICAL PIPING PLANS

1. Keynote 2: Add “SEE DETAIL A5/M501” to end of Keynote.

Drawing M-501 – MECHANICAL DETAILS 1

1. Add Detail A5 FLEXIBLE EXPANSION LOOP DETAIL.

Drawing M-502 – MECHANICAL DETAILS 2

1. Detail A2: Change air separator tank tag from “AS-1” to “AS-2”.

2. Detail A2: Change expansion tank tag from “EXT-1” to “EXT-2”.

Drawing M-601 – MECHANICAL SCHEDULES 1

1. Air Cooled Chiller Schedule: Add Note 2 to read “PROVIDE 200 GALLON INSULATED BUFFER TANK T-1, VERIFY BUFFER TANK SIZE REQUIREMENTS WITH CHILLER MANUFACTURER’S REQUIREMENTS

FOR MINIMUM SIZE VOLUME.”

2. Air Cooled Chiller Schedule, CH-1 Row: Add “2” to the Notes column.

Drawing M-602 – MECHANICAL SCHEDULES 2

1. Air Separator Schedule, AS-1 Row:

a. Change “MECHANICAL 110” to “MECHANICAL 104” in the Location column.

b. Change “CHILLED WATER” to “HOT WATER” in the Serves column.

c. Change “100” to “48” in the Capacity (GPM) column.

d. Add “2” to the Notes column

2. Air Separator Schedule: Add an AS-2 row with the following information:

a. Location: UTILITY 232

b. Serves: CHILLED WATER

c. Type: TANGENTIAL

d. Capacity (GPM): 65

e. Pressure Drop (FT): 1.8

f. Strainer Free Area (SQ IN): 90

g. Operating Weight: 188

h. Notes: 1, 2

3. Expansion Tank Schedule, EXT-1 Row:

a. Change “MECHANICAL 110” to “MECHANICAL 104” in the Location column.

b. Change “CHILLED WATER” to “HOT WATER” in the Serves column.

c. Change “1.75” to “14.0” in the Minimum Acceptance Volume (GAL) column.

d. Change “3.0” to “70.0” in the Minimum Tank Volume (GAL) column.

e. Delete “1” from the Notes column.

4. Expansion Tank Schedule: Add an EXT-2 row with the following information:

a. Location: UTILITY 232

b. Serves: CHILLED WATER

c. Minimum Acceptance Volume (GAL): 3.5

d. Minimum Tank Volume (GAL): 13.0

e. Notes: 1, 2

Drawing M-702 – CONTROL DIAGRAMS 2

1. Replace the Sequence of Operation – Chilled Water System in its entirety with the following:

WHEN A CHILLER IS ENABLED, THE FOLLOWING SHALL HAPPEN IN THIS ORDER: THE CHILLER'S

INTERNAL ISOLATION VALVE SHALL OPEN, ITS ASSOCIATED INJECTION PUMP SHALL START.

AND ONCE FLOW IS PROVEN BY THE (INTERNAL) FLOW SWITCH, THE CHILLER SHALL BE

COMMANDED ON TO OPERATE UNDER ITS PACKAGED CONTROLS.

WHEN A CHILLER IS DISABLED, THE FOLLOWING SHALL HAPPEN IN THIS ORDER: THE CHILLER

SHALL STOP, THE INJECTION PUMP SHALL STOP, AND THE CHILLER'S INTERNAL ISOLATION

VALVE SHALL SHUT.

WHENEVER THE CHILLED WATER SUPPLY TEMPERATURE (CHWST) RISES MORE THAN 2°F

(ADJUSTABLE) ABOVE THE CHILLED WATER SUPPLY SET POINT (CHWSP) FOR MORE THAN 5

MINUTES (ADJUSTABLE), THE LAG CHILLER SHALL BE ENABLED. WHEN THE CHWST IS AT OR

BELOW THE CHWSP FOR MORE THAN 2 MINUTES (ADJUSTABLE), AND ALL CHW VALVES ARE

BELOW 50% OPEN, THE LAG CHILLER SHALL BE DISABLED.

THE CHWSP SHALL BE 2ºF (ADJUSTABLE) HIGHER THAN THE CHILLER DISCHARGE WATER SET

POINT (CHDWSP). THE CHDWSP SHALL BE RESET IN THE CHILLER MANUFACTURER'S CONTROL

PANEL VIA BACNET ACCORDING TO BUILDING COOLING DEMAND AS DETERMINED BY THE

COOLING COIL CONTROL VALVE THAT IS THE MOST OPEN.

THE CHDWSP SHALL BE RESET LINEARLY ACCORDING TO THE FOLLOWING USER-ADJUSTABLE

RESET SCHEDULE:

MAXIMUM VALVE POSITION CHILLER DISCHARGE SET POINT (CHDWSP)

90% OPEN 42ºF

50% OPEN 48ºF

WHEN ALL THE CHW VALVES ARE MORE THAN 90% OPEN AND THE CHWST REMAINS 2ºF

(ADJUSTABLE) ABOVE THE CHWSP FOR MORE THAN 30-MINUTES (ADJUSTABLE), THEN THE

PRIORITY VALVE SHALL CLOSE, AND CHILLED WATER LOOP PUMP (P-4 OR P-5) SHALL RUN AT

FULL SPEED. ONCE ALL CHW VALVES ARE LESS THAN 50% OPEN FOR MORE THAN 30- MINUTES

(ADJUSTABLE), THE PRIORITY VALVE SHALL OPEN, THE CHWDSP SHALL RETURN TO THE RESET

SCHEDULE VALUE, AND THE CHILLED WATER LOOP PUMP (P-4 OR P-5) SHALL RETURN TO

NORMAL OPERATION.

THE CHILLED WATER LOOP PUMPS (P-4 AND P-5) SHALL OPERATE CONTINUOUSLY IN A

LEAD/LAG ARRANGEMENT WHENEVER THE CHILLED WATER SYSTEM IS ENABLED. IF THE LEAD

PUMP FAILS TO SHOW PROOF OF FLOW OR THE LEAD PUMP VARIABLE FREQUENCY DRIVE (VFD)

INDICATES AN ALARM CONDITION, THE LEAD PUMP SHALL STOP AND THE LAG PUMP SHALL

AUTOMATICALLY START.

THE LEAD PUMP (P-4 OR P-5) SPEED SHALL MODULATE TO MAINTAIN THE CHILLED WATER

SYSTEM DIFFERENTIAL PRESSURE SET POINT OF 15 PSI (ADJUSTABLE). THE PUMPS SHALL NOT

OPERATE BELOW MINIMUM SPEED (DETERMINED BY THE PUMP AND VFD MANUFACTURER).

CHILLED WATER SUPPLY AND RETURN TEMPERATURES SHALL BE USED IN CONJUNCTION WITH

CHILLED WATER SUPPLY FLOW METER READINGS TO CALCULATE CHILLED WATER SYSTEM

ENERGY USAGE. DDC SYSTEM SHALL CALCULATE AND RECORD PEAK LOADS ON DAILY,

WEEKLY AND MONTHLY INTERVALS, AND SHALL CALCULATE TOTAL ENERGY USAGE FOR THE

PAST HOUR, DAY, MONTH, AND YEAR. PROVIDE INFORMATION ON AN ENERGY DASHBOARD ON

THE GUI.

B14 NEW STAIR/LIFE SAFETY/POWER IMPROVEMENTS (RM22-1206) – SPECIFICATIONS

These revised specifications accompany this amendment.

SECTION PRICE PROPOSAL FORM

Remove ‘90’ calendar days and replace with ‘180’ calendar days within GENERAL BID NOTES, b. See revised Price Proposal Form with this amendment.

SECTION 01 11 00.00 22, Paragraph 1.2.1, Remove ‘or not later than 10 weeks’ and replace with ‘and no sooner than 90 calendar days’.

SECTION 01 30 00.00 22, Paragraph 1.5 Remove ‘30’ calendar days and replace with ’45’ calendar days.

SECTION 01 30 00.00 22, Paragraph 1.5.1, Remove ‘01 32 17.00 20 Three-Week Look Ahead Schedules’ from the section under The following Pre-construction submittals must be submitted to the Contracting Officer at the pre-construction meeting:.

SECTION 01 30 00.00 22, Paragraph 1.5.1, Add ‘01 32 17.00 20 Three-Week Look Ahead Schedules’ and ‘01 45 35 Qualification Records for NDT technicians’ to the section under The following Pre-construction submittals must be submitted to the Contracting Officer prior to the start of construction:.

SECTION 01 30 00.00 22, Paragraph 1.12.1, a., Remove ‘35’ and replace with ‘70’.

SECTION 01 31 23.13 20, Paragraph 1.4.2, Remove ‘20 calendar days of Contract award’ and replace with ‘30 calendar days before mobilization’.

SECTION 01 33 00, Paragraph 1.2, Remove the entire table row associated with ‘01 32 17.00 20 Three-Week Look Ahead Schedules’ from the section under The following Pre-construction submittals must be submitted to the Contracting Officer at the pre-construction meeting:.

SECTION 01 33 00, Paragraph 1.2, Add ‘01 32 17.00 20 Three-Week Look Ahead Schedules’ and ‘01 45 35 Qualification Records for NDT technicians’ to the section under The following Pre-construction submittals must be submitted to the Contracting Officer prior to the start of construction:.

SECTION 01 45 00.00 22. Paragraph 1.4.3, Add ‘but no sooner than 90 calendar day safter contract award’ between ‘Plan’ and ‘is’.

SECTION 01 45 35, Paragraph 1.4, SD-07 Certificates:

Add “; G” after Qualification Records for NDT technicians.

SECTION 01 57 19.00 22, Paragraph 1.5.1, Add a second paragraph to read “Coordinate with SECTION 02 41 00 DEMOLITION AND DECONSTRUCTION for exterior granite wall survey requirements.”

SECTION 02 41 00, Paragraph 1.6 SD-01 Preconstruction Submittals:

Add “Survey; G” after “Existing Conditions”, add “Pre-Jacking Exterior Granite Wall Survey; G”, and add “SD-06 Test Reports” and Paragraph 1.6 SD-06 Test Reports add “Post-Jacking Exterior Granite Wall Survey; G”.

SECTION 02 41 00, Paragraph 1.10 Add “SURVEY” to end of paragraph title, add an additional paragraph to read “See Section 01 57 19.00 22 – TEMPORARY ENVIRONMENTAL CONTROLS – PORTSMOUTH NAVAL SHIPYARD (PWD ME) for additional photography requirements.”

SECTION 02 41 00

Add subparagraph 3.3.1 Pre-Jacking Exterior Granite Wall Survey to read “Prior to the temporary shoring and jacking of the existing building structure, perform a pre-jacking survey of the existing exterior granite walls. Include photographic documentation of existing cracks, missing mortar, displacements, or other signs of distress in the granite veneer. Provide written documentation with each photograph that explains which wall it applies too, the precise location in the wall the photograph was taken, and measurements of crack length, width, and depth to quantify the conditions found. Compile survey photographs and written descriptions into a report and submit to the Contracting Officer.”

SECTION 02 41 00

Add subparagraph 3.3.2 Post-Jacking Exterior Granite Wall Survey to read “After jacks and shoring have been removed, perform a post-jacking survey of the existing granite walls. Review each pre-jacking survey condition and provide updated photographic documentation and measurements. Also, include documentation of areas not previously identified as showing signs of distress in the pre-jacking survey that show signs of distress post-jacking.

Repair damage beyond that show in in the preconstruction survey at no additional cost to the Government. Submit survey report and proposed repair methods and obtain Contractor Officer’s approval prior to proceeding with repairs to the exterior granite.”

SECTION 23 64 10, Paragraph 3.5.1 Revise ‘120’ calendar days to ‘210’ calendar days.

---END OF AMENDMENT---

(End of Summary of Changes)

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