Amendment I.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

The following amendment is to extend proposal due date, notify the roll call for the site visit on 23 July 2021, and answer the following questions.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

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 W912P421B0012

X 9B. DATED (SEE ITEM 11)

14-Jul-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 X is extended, 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.

U0001

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

12-Aug-2021

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P421B0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 13-Aug-2021 12:00 PM to 20-Aug-2021 12:00 PM.

(End of Summary of Changes)

Amendment #1

The following amendment is to notify the roll call for the site visit on 23 July 2021 and answer the following questions. Also please note new proposal due date in Block 13.

Roll Call

ACM Construction Management was the only firm in attendance.

Questions and Answers

Questions:

Drawing Sheet C‐104, Detail B1 says “New end wall and concrete stairs down to existing concrete surface, see elevation on sheet S‐201. Drawing sheet S‐201 does not have any details on the stairs.

Details on Drawing S‐504 also provide no information on how these stairs are to be built , elevations, Rebar, length, tread and riser length, height etc. Can the stair details be provided?

Answer:

No set of stairs are required at this location, see revised drawing C-104, attached.

I see no where in the drawings that they address or give information on the City of Cleveland water intake line that runs under the breakwall. Also, during a site visit, I witnessed two vent pipes that come up through the breakwall and one of them had water or air boiling up around it. This is at station

13+00. Can you please address or let me know if these are addressed in the drawings.

Answers:

Existing pipes should not be disturbed during work. Where required, relocate reinforcement around locations of the pipes.

Please see attachment for answers to the second part of this question.

EXISTING JOINT, TYP.

EXISTING JOINT, TYP.

WEST BREAKWATER BASELINE

WEST BREAKWATER BASELINE

RECENTLY COMPLETED STEEL SHEET PILE AND CONCRETE CAP REPAIR

BASELINE POE

BASELINE POE

BASELINE POB

BASELINE PI

TYPE 1, TYP.

PARAPET REPAIR

TYPE 1, TYP.

PARAPET REPAIR

APRON REPAIR TYPE 2, TYP.

APRON REPAIR TYPE 2, TYP.

32' 20' 30' 20' 30' 20' 30' 22'

CONCRETE CAP JOINT SPACINGS

MEET EXISTING CONCRETE CAP SURFACE

SURFACE OF NEW CONCRETE CAP TO

SEE PLAN ON SHEET S-101

204', NEW STEEL SHEET PILE AND CONCRETE CAP,

SHEET S-504

JOINTS, SEE DETAILS ON

EXPANSION AND CONTRACTION

WEST BREAKWATER EAST EXTENSION BASELINE

TYPE 3, TYP.

APRON REPAIR

ELEVATION ON SHEET S-201

NEW END WALL, SEE

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SCALE: 1" = 40'

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PARAPET PARAPET

APRON

PARAPET

APRON

PARAPET

APRON

PARAPET

APRON

PARAPET

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LAKE SIDE

LAKE SIDE LAKE SIDE

LAKE SIDE

HARBOR SIDE

HARBOR SIDE HARBOR SIDE

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NEW WORK PLAN - STATION 23+00 TO 34+00

NEW WORK PLAN - STATION 34+00 TO 45+39

NEW WORK PLAN - STATION 0+00E TO 7+31E

EXISTING CONCRETE JOINTS.

START AND END OF EACH APRON AND PARAPET REPAIR TO COINCIDE WITH 3.

BY THE CONTRACTING OFFICER.

LOCATIONS OF APRON AND PARAPET REPAIR MAY BE ADJUSTED IN THE FIELD 2.

FOR GENERAL NOTES, SEE SHEET G-002.1.

GENERAL SHEET NOTES

C J

E J

C J

C J

C J

E J

E J

E J

(BASE WORK)

TYPE 3 REPAIR

(BASE AND OPTION A WORK)

TYPE 2 REPAIR

(OPTION B WORK)

TYPE 1 REPAIR

LEGEND

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CERTIFIED FINAL RTA

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