70Z04724RPCI0002 Amendment 008.pdf

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

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)

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)

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

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

NATIONAL MULTIPLE AWARD CONSTRUCTION CONTRACT (NMACC III) POOL 3; WLB MOORING AND

STRUCTURAL UPGRADES, BASE HONOLULU

See continuation page(s).

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.

Facilities Design & Construction Center 5505 Robin Hood Rd, STE K Norfolk, VA 23513

70Z04724RPCI0002

02/12/2024

9B. DATED (SEE ITEM 11)

11/30/2023

1 5

X

This amendment is issued to incorporate the following:

NO ADDITIONAL RFIs WILL BE ACCEPTED/ANSWERED. OFFERORS ARE INSTRUCTED

TO PROVIDE THEIR BEST PROPOSAL BASED ON THE TASK ORDER ANNOUNCEMENT

AND ALL AMENDMENTS.

RFI#104/#105/#127

RFP SPECIFICATION 01800-1.8.9.5

DELETE: Freeboard under dead load plus 100 psf live load shall not be less than 15 + 2 inches.

Freeboard under dead load including permanently installed equipment, utilities, gangways or resulting list shall not exceed 31 + 2 inches.

REPLACE DELETE: Freeboard under dead load plus 100 psf live load shall not be less than 13 inches. Freeboard under dead load including permanently installed equipment, utilities, gangways or resulting list shall not exceed 33 inches.

RFI#303

RFP Specification 01800-1.8.3 (with regard to ‘Design Life’).

DELETE: The design life of all the waterfront structural concrete and steel components of the new marginal wharf shall and floating docks, unless otherwise specified, shall be a minimum of 75 years.

REPLACE WITH: The design life of all the waterfront structural concrete and steel components of the new marginal wharf shall, unless otherwise specified, shall be a minimum of 75 years.

The design life of the floating dock, unless otherwise specified, shall be a minimum of 50 years.

104 1/12/2024 01800 1.8 1.8.9.5

In section 1800, paragraph 1.8.9.5 states: “Freeboard under dead load plus 100 psf live load shall not be less that 15 + 2 inches. Freeboard under dead load including permanently installed equipment, utilities, gangways, or resulting list shall not exceed 31 +2 inches.” These values are physically inconsistent. 15” + (19” freeboard loss due to 100 psf) = 34” design load freeboard. Please advise as to what freeboard levels are desired in both dead and live loaded states.

See amendment language 006

105 1/12/2024 01800 1.8 1.8.6

Similar to the second RFI list above: section 1800, paragraph

1.8.6 in the “Dock Free-Board” sub-section - These values are physically inconsistent. 15” + (19” freeboard loss due to 100 psf) = 34” design load freeboard. Please advise as to what freeboard levels are desired in both dead and live loaded states.

See amendment language 006

127 1/17/2024 01800 1.8.6, 1.8.9.5

Section 1800, paragraph 1.8.6 calls for 32" freeboard under DL and 15" under DL + ULL. A uniform live load of 100 psf causes a loss in freeboard of 19". 32" minus 19" = 13" which does not equal 15". Therefore these values are physically inconsistent. Similarly, in section 1800, paragraph 1.8.9.5 states: “Freeboard under dead load plus 100 psf live load shall not be less than 15 + 2 inches. Freeboard under dead load including permanently installed equipment, utilities, gangways, or resulting list shall not exceed 31 +2 inches.” These values don't agree with paragraph 1.8.6 and are physically inconsistent as well. Please advise as to what freeboard levels are desired in both dead and live load states.

See amendment language 006

303 2/9/2024

Per detailed discussions with the concrete floating dock suppliers, the specifications and Q&A response (Question 200) requiring a 75-year design life is proving problematic (even if a 75-year design life can be obtained) and extremely costly (on the magnitude of 50% - 100% cost increase “millions of dollars” above a 50-year design life). Suppliers have not had this 75-year design life requirement on past projects for the USCG (including Astoria and Long Beach). Other federal agencies in the Honolulu area (including projects at the Pearl Harbor Memorial) have only required a 50-year design life for the concrete floating docks similar to those outlined for Option 0001. Furthermore, as of now, no identified supplier have available or are proposing on a specification compliant 75-year design life. Please consider revising the specification requirements to allow a 50-year design life, as ourselves and surely other potential offerors are having serious issues with obtaining a 75-year design life on the concrete floating dock called out in Bid Option 0001.

See amendment 008.