W912ES21Q0105-0001 Amendment 1.pdf

W81G6712277148

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

The purpose of Amendment 0001 is to add a Question & Answ er section and a revised draw ing to the solicitation.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 30-Aug-2021

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 W912ES21Q0105

X 9B. DATED (SEE ITEM 11)

23-Aug-2021

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

30-Aug-2021

CODE

CONTRACTING DIVISION

USACE - ST PAUL

180 FIFTH STREET EAST

SUITE 700

SAINT PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES21Q0105

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

QUESTIONS & ANSWERS

Answers are in RED

1. Drawing Page 1, forward, centered spud well. Do we need to fabricate steel below the rake to tie the spud well into barge? In the bottom left detail, it shows a box around the new spud well, is the box new steel?

Yes the centered spud well need to be tied into below the rake or the tow knees on the barge.

2. Do the extruded fenders run full height within the spud wells? If that is the case, it shows the plate retainer 36” below top of spud well.

Yes the extruded fenders run the full height within the spud wells and are attached to the two legs of the angle. Studs are welded to the angles and the extruded fender are bolted to the angles. This leaves the corner open to allow for space for the retainer plate.

3. Do the fenders slide into the lower plate retainer then connect near top of spud well with the bolts/lock washer/hex nut?

The latch plate is welded to the 6x6 angle which slides into the retainer plate. The 2x2 angles prevent the fender assembly from lifting out.

4. We’ve seen the USCG use UHMW plastic as the fenders without the steel angle. The UHMW is notched at the bottom and slides into an angle near the bottom of the hull. The top receives a recessed bolt and is lock washered and nutted to keep the UHMW in place as the spuds are operated.

We would like to stay with the angle and extruded fender design as we have other barges with this design.

5. With the drawings currently provided, we do not have a good understanding of the vertical design of the fender system nor how it ties into the spud well. Please provide additional detail, if possible.

A few notes have been added to the drawings.

6. Is a Military grade coating system required? Any profile needs from water blasting? Certain coating systems approved by the government have stringent preparation and application requirements. We have a USCG buoy tender on dock right now and the preservation requirements are very challenging.

No military grade coating system is required. No profile needed from the water blasting.

7. When will the vessel be available for pickup?

Within 2 weeks after award of contract.

8. Total weight of vessel in its current state?

300 ton

W912ES21Q0105

9. Page 3 of the drawings shows the spud design at the top. The drawing is hard to interpret when compared to the specifications. Can you consider a better detail for the spud designs?

Revised drawings have an additional view that shows the Spud.

(End of Summary of Changes)