Amendment 0002 for DDGX.pdf
PDF 312 KB Posted
- Solicitation number
- N4008524R2653
About this file
This document is Amendment 0002 to Solicitation N4008524R2653 for the B670 Annex Load Bank Platform in support of a DDGX Project. The amendment provides the following key details:
- The new proposal due date is October 10, 2024.
- A Pre-Proposal Inquiries (PPI) Log was provided with responses.
- A site visit roster from September 19, 2024 was posted.
- This project is restricted to North MACC holders only.
The solicitation is being issued by the Department of the Navy Naval Facilities Engineering Command for the installation of a load bank platform. Respondents must comply with the specified micropile foundation system requirements, though proposed variations may be considered during the construction phase.
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Other files
| File | Type | Posted |
|---|---|---|
| SITE VISIT DOC 9-18-24.jpg | JPG image | |
| SITE VISIT DOC 9-4-24.jpg | JPG image | |
| AMENDMENT 0001 FOR DDGX PROJECT.pdf | ||
| Attachment A 1733372 DWG.pdf | ||
| Attachment D Price Proposal Form.pdf | ||
| Attachment A 1733372_WP2_SPC.pdf | ||
| ATTACHMENT B WAGE DETERMINATION.pdf | ||
| Attachment C Pre-Proposal Inquiry (PPI) Form.xlsx | XLSX spreadsheet | |
| Attachment G PIEE Vendor Access Instructions.pdf | ||
| Attachment E SECNAV 5512 Form.pdf | ||
| Attachment F ODP Badge Access Request.xls | XLS spreadsheet | |
| GENERAL REQUIREMENTS FOR DDGX PROJECT.pdf |
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Text version
1. CONTRACT ID CODE PAGE OF PAGES
J 1 2
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. PROJECT NO. (If applicable) 0002 09/25/2024
6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code
NAVFAC MID ATLANTIC
CONTRACTING CORE
9324 VIRGINIA AVENUE
NORFOLK, VA 23511
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.
N40085-24-R-2653
9B. DATED (SEE ITEM 11)
09/25/24
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
CODE FACILITY CODE
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. 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 _1 _ 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 ADMINISTRATION 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.)
N40085-24-R-2634, B670 Load Bank
Contract POC Georgia Scott, georgia.a.scott.civ@us.navy.mil 757-341-0691
SEE SF 30 BLOCK 14 CONTINUATION PAGE
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) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
15B. CONTRACTOR/OFFEROR (Same as Item 8)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED
BY
(Signature of person authorized to sign) (Signature of Contracting Officer)
NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)
PREVIOUS EDITION UNUSABLE Prescribed by GSA
N40085-24-R-2653
SF 30 BLOCK 14 CONTINUATION PAGE
The following have been added by full text:
AMENDMENT 0002
The purpose of this amendment is to provide the following:
1. Proposal Due Date 10 October 2024
2. Provide Pre-Proposal Inquiries (PPI) Log 02 response
3. Post Site Visit Roster held on 19 September 2024
4. This project is restricted to North MACC holders only
Pre-Proposal Inquiry Submission Form N4008524R2653, DDGX B77 Load Bank Platform, PNYA, PA
Submitted By
Date Submitted
LEAVE
BLANK
Reference
Question Responses Page Section Paragraph
09.18.24 n/a n/a n/a
Please confirm if helical piles are acceptable in lieu of micro piles
Helical piles are not an acceptable substitution for the specified micropile foundation system. Also, there is not sufficient information in the PPI to allow for a variance of the specified foundation system.
For bidding purposes, comply with the foundation requirements specified in the Contract Documents.
Proposed variations to the specified foundation system may be considered during the construction phase but must comply with the requirements in section 01 33 00 paragraph 1.9 VARIATIONS. Technical criteria that must be submitted with any proposed variation includes, but is not limited to, the following:
Allowable compression, tension, and lateral capacities including group effects; load verification testing procedures; ability for foundation system to be properly installed in and around existing construction;
and impacts to pile cap geometry and reinforcing.
End of Summary
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