B.08.03 Amendment 01.pdf

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

See Continuation Page for the purpose of this amendment.

Offeror must acknow ledge receipt of this amendment by the date specif ied in the proposal (or as amended) by one of the follow ing methods: in the space provided on SF1442, by separate letter, or by signing block 15 below . FAILURE TO ACKNOWLEDGE AMENDMENTS BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER IN ACCORDANCE WITH THE SUBMISSION, MODIFICATION, REVISION, AND WITHDRAWAL OF PROPOSALS (FAR 15.208).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 19-Mar-2025

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 W912DS25B0003

X 9B. DATED (SEE ITEM 11)

28-Feb-2025

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 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 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

19-Mar-2025

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 16-300

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS25B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 45 00 - REPRESENTATIONS AND CERTIFICATIONS

The following have been deleted:

52.222-22 Previous Contracts And Compliance Reports FEB 1999

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been deleted:

52.222-21 Prohibition Of Segregated Facilities APR 2015 52.222-26 Equal Opportunity SEP 2016 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been added by full text:

AMENDMENT 01

Vessel Shore Power, Caven Point Marine Terminal, NJ Solicitation #: W912DS25B0003

AMENDMENT 001 of 001

TO BIDDERS:

The following changes shall be made to the drawings and specifications.

DRAWINGS:

6120135_GA-A01 – Government Furnished Equipment (GFE) Drawings 740-320-02_R3_0318 - Government Furnished Equipment (GFE) Drawings

SPECIFICATIONS: N/A

BIDDERS’ QUESTIONS AND GOVERNMENT REPLY:

RFIs (Note: numbers are in the order RFI’s were received):

1. Please advise what the RFI question deadline is for contractors. When does USACE expect to respond to questions asked?

Response 1: Due by March 24, 2025

2. (Future)

3. Please provide the pedestal frame drawings and gangway foundation details.

Response 3: The gangway, pedestal, and foundation are to be Contractor-furnished and installed.

Contractor is responsible for providing these details and drawings to the Government based on the gang way supplier chosen by the Contractor. The foundation must be designed by a professional engineer with a U.S. PE license. If the pedestal frame is not a manufactured item provided by the gangway manufacturer, it must also be designed by a professional engineer with a U.S. PE license.

4. Are the pedestal frame and gangway foundation shown on C-303 to be installed by this contractor? Will they be furnished by others? If they are to be installed by others, when will they be installed?

Response 4: The gangway, pedestal and foundation are to be Contractor-furnished and installed by this contractor.

5. Regarding Note 4 on C-102, what size trench drain should we assume for the purposes of using the same assumptions and information for bidding?

Response 5: Assume 8-inch trench drains

6. Note 4 on C-101 states that several timber piles are missing. Are we responsible for furnishing & installing them? If so how many and in which locations?

Response 6: No. The Contractor is not responsible for replacing any timber piles.

7. Please provide details of the cable crane foundation.

Response 7: Details are located on Drawings S-502, S-502A, and S-503 and on Wabtec Drawing

612035_GA.

8. Is the cable crane foundation to be furnish and installed by others?

Response 8: No, the Contractor is responsible for the construction and installation of the cable crane foundation, and the installation of the cable crane upon delivery.

9. Are the steel pipe piles that are to be driven for the new fender system to be filled with concrete? If so, how many feet from the top of the pile should they be filled? Is there any reinforcement required inside the fender pile concrete fill?

Response 9: Drawing S-301 provides the details for the filling and and installation of the steel fender piles. The intent of the design, with respect to the concrete within the steel fender piles is to drive each pile, then, without removing any soil from within the pile, fill the pile with unreinforced concrete to the top of the pile, finishing the top surface of the concrete as shown on S-301.

10. (Future)

11. Per the technical spec pertaining to Preconstruction Air Permits, "Notify the Air Program Manager, through the Contracting Officer, at least 6 months prior to bringing equipment…" Please confirm that if these permits are the responsibility of the contractor that this time will not count towards the 310 Calendar Days being allotted for substantial completion.

Response 10: 01 57 19 - Preconstruction Air Permits

12. Who will be responsible for payment to sample and analyze the waste being generated at the project site? Please provide an anticipated quantity for the number of tests that will be required at the project site to properly characterize the excess in-situ soils prior to disposal at an off-site facility.

Response 12: 01 57 19 - Waste Determination Documentation

13. Specification makes mention to providing aerial photographs and ground photography as part of the requirement for progress and completion pictures. Will the use of drones be required to capture the aerial photographs being referred to in the specification? If drone photographs are a requirement, please identify the flight plan requirements that will be necessary for the USACE Survey Division to approve a flight plan.

Response 13: 01 30 00 - Progress and Completion Pictures

14. Please confirm whether the QC Manager may perform the duties of Project Superintendent.

Response 14: 01 30 00 / 01 45 00 - Quality Control Manager

15. As per the technical specification pertaining to Formal Partnering, it is the contractor’s responsibility to hire and pay for a third-party independent Facilitator Consultant to lead all aspects of the Partnering session necessary to achieve the Partnering Goal. Please provide an example of previous Partnering Sessions so that the contractor can have a better understanding of what will be required. Under what pay item will the contractor be compensated for this work? Define how many follow-on Partnering Sessions should be figured as part of this contract?

Response 15: 01 30 00 - Formal Partnering

16. Will Ground Penetrating Radar be required of the site prior to construction activities beginning?

Response 16: 01 11 00 - Location of Underground Utilities

17. Please confirm that the Special Inspector required for this project cannot be an employee of the prime contractor?

Response 17: That is correct. The Special Inspector(s) cannot be an employee of the contractor. 01 45 35 - Continuous Special Inspection, esp. 1.3.4

18. (Future)

19. As per section 00 10 00 - Solicitation, Item No 0005 is to Supply and Install Gangway. As per Plan Sheet C-

303, the Gangway Foundation, Gangway Pedestal Frame, and the Swiveling Retractable Gangway are to by Others. Please provide further clarification.

Response 19: See RFI 3 and 4 responses. 11 13 19.13 - Marine Gangway and Its Foundation

20. Please provide construction details for the proposed pile caps and concrete fill being requested for the proposed Steel Pipe Piles.

Response 20: Refer to the plans, including sheets G2/S-301 and S-301A. 31 62 16.13 - Steel Pipe Piles for Fenders

21. Plan Sheet CD101, Note 2 refers to a boundary zone 3' [three feet] around the proposed demolished asphalt pavement that will require removal and replacement of asphalt pavement in kind. Plan Sheet C- 101 shows an "Asphalt Cut Line, Repair Asphalt Between New Concrete and Existing Asphalt, TYP." These 2 boundaries are not the same. Please provide clarification as to the limits that will be required to remove and replace asphalt pavement.

Response 21: Some parts of demolition will need to be phased. Sheet C-001 shows areas with "new asphalt", one near MD7 and a larger area (surrounding MD1 through MD6) starting near the east corner of the existing boathouse and ending near the existing fuel dock. During construction, USACE CPMT crews will need a path to the edge of the wharf to access boats and handle lines; see note 11 on C-101. C-101 (and several other sheets) show the expected, overall, ultimate extents of asphalt removal and replacement. CD101 shows two strips of asphalt temporarily left in place until most work is done, for USACE crews, near Bollards G&F and near Cleat D. (Please also take careful notes 1, 3, and 4 on CD101.)

22. Provide a site-specific detail indicating the job mix formula for the proposed Asphalt Replacement Pavement at 4" thick.

Response 22: Please refer to project specification 32 11 26 including section 1.2 on submittals.

23. (Future)

24. (Future)

25. (Future)

26. (Future)

27. Plan Sheet CD101 is calling out for the removal of existing bollards and to saw cut flush to concrete edge beam in three locations. 1 location is Bollard G. 1 location is bollard F. Please provide the third location where a bollard is to be removed.

Response 27: There is a typo. The callout should read “SAW CUT FLUSH TO CONCRETE EDGE BEAM, TWO

(2) LOCATIONS. SEE NOTE 3.”

Revision to Solicitation:

Deadline to submit RFIs: March 24, 2025

Sign in Sheet for site visit attached.

(End of Summary of Changes)