25R0006 SF30 Amendment 0002.pdf
PDF 244 KB Posted
- Solicitation number
- N4008525R0006
About this file
This document is an Amendment (Amendment 0002) to a Request for Proposal (RFP) for a design-build project to replace sanitary sewer lines at Pier 12 and Pier 14 of Naval Station Norfolk in Virginia. The amendment includes two primary modifications: 1) updates to project specifications, specifically changing language about pipe sizing from inside diameter (ID) to Nominal Pipe Size (NPS) and reducing the design pressure rating from 250 psi to 150 psi, and 2) responses to pre-proposal inquiries addressing material options, design pressure, and site visit protocols. The proposal due date remains unchanged at 2 September 2025 at 2:00 PM EDT, with the solicitation issued by NAVFACSYSCOM Mid-Atlantic Contracting Core. Notably, the amendment clarifies that ductile iron cannot be used instead of HDPE piping, and while photos are permitted during the site visit, images of ships or operations are prohibited.
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Other files
| File | Type | Posted |
|---|---|---|
| 25R0006 AMENDMENT 0005.pdf | ||
| 25R0006 SF30 Amendment 0004.pdf | ||
| Attachment I - Site Visit Log.pdf | ||
| 25R0006 SF30 Amendment 0003.pdf | ||
| 25R0006 SF30 Amendment 0001.pdf | ||
| ATTACHMENT H - 5T_map.pdf |
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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
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)
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
Previous edition unusable
2. AMENDMENT/MODIFICATION NUMBER
N40085
N40085-25-R-0006 - DESIGN-BUILD (DB), REPLACE SANITARY SEWER LINES PIER 12 AND PIER 14, Naval Station Norfolk, Norfolk, Virginia
POC: Jonathan Castillo, jonathan.y.castillo.civ@us.navy.mil
Please see continuation pages
NAVFACSYSCOM MID-ATLANTIC
CONTRACTING CORE
9324 VIRGINIA AVENUE
NORFOLK VA 23511-3095
SEE ITEM 6
N40085-25-R-0006
1 3
08/11/2025
07/23/2025
N4008525R0006
Section SF 30 – Block 14 continuation page (SF 30)
The following have been added by full text:
AMENDMENT 0002
This amendment is issued to incorporate the following:
1. Provide Continuation Sheet for Contract Specifications
2. Provide responses to Pre-Proposal Inquiries
Note: The proposal due date remains 2 September 2025 at 2:00PM EDT.
1. Continuation Sheet
Part Three – Project Program, Chapter 1. Project Description
In the second paragraph after “Bid Option (Pier 14): An additional 2,650 LF of piping.”, delete the entire third sentence: “To maintain adequate flow capacity, the replacement HDPE pipe must either match the existing inside diameter (ID) for each section of the sewer line or utilize a single HDPE pipe size with an ID equal to the largest existing ID in the system.”
Replace with the following sentence “To maintain adequate flow capacity, the replacement HDPE pipe must either match the existing Nominal Pipe Size (NPS) for each section of the sewer line or utilize a single HDPE pipe size with an NPS equal to the largest existing NPS in the system.”
Part Three – Project Program, Chapter 6, ESR G30 Site Civil / Mechanical Utilities, G302001 SANITARY
SEWER PIPING.
Replace “250 psi” with “150 psi”.
2. Pre-Proposal Inquiries
PPI# Page Section Paragraph Question Responses
241 of RFP Can ductile iron be used under the piers instead of HDPE?
No. Please bid per the RFP.
241 and 273 of RFP
What is the design pressure for the sanitary sewer line? RFP states replacement of low-pressure sanitary sewer piping.
Another section states that the main line piping must have a minimum pressure rating of 250 psi. A few sentences after that says for tubing minimum pressure rating of 150 psi with a minimum operational temperature range of -10ºF to +120 ºF.
150 psi. Please see Continuation Sheet provided in Amendment 0002.
N4008525R0006
5 4 of solicitation Can a week extension be given due to a late site visit and Labor Day Weekend falling within the RFP timeline?
Due to End of Year constraints, an extension is not able to be granted.
6 Will photos be permitted during the site visit?
Yes, pictures of the pier are permitted;
however, pictures of the ship or any operations will not be permitted.
File details come from the government source that posted it. Updated .