Amendment 0010.pdf
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- Attached to
- Marine Construction - West Bulkhead Replacement at the Cape Cod Canal East Boat Basin in Sandwich, MA
- Solicitation number
- W912WJ24B0013
About this file
This document is an amendment to Solicitation Number W912WJ24B0013 for the Marine Construction - West Bulkhead Replacement at the Cape Cod Canal East Boat Basin in Sandwich, MA. The amendment responds to Requests for Information (RFIs) and updates the Wage Determination. It clarifies that the MLLW elevation is 0', the MHHW elevation is 9.45', and the existing backfill material can be reused as long as it meets the specified requirements. The amendment also provides the updated Wage Determination, which was published on September 20, 2024. All other aspects of the solicitation remain unchanged.
The original solicitation is for a project to replace the approximately 300-foot long west sheet pile bulkhead at the East Boat Basin in Sandwich, MA. The key tasks include installing new steel sheet piles, concrete deadmen and tie rods, cutting off the existing sheet piles, backfilling, and installing new fencing, sidewalk, driveway, and other site features. The solicitation is issued by the U.S. Army Corps of Engineers, New England District.
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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
This amendment is necessary to respond to RFIs and to update the Wage Determination. All other aspects remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 23-Sep-2024
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 W912WJ24B0013
X 9B. DATED (SEE ITEM 11)
25-Jul-2024
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
23-Sep-2024
CODE
U S ARMY ENGR DISTRICT, NEW ENGLAND
696 VIRGINIA RD
CONCORD MA 01742-2751
W912WJ 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912WJ24B0013
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:
AMENDMENT 0010
Requests for Information
1. Is the job Tax Exempt?
Each state offers exemptions for Federal Projects. Bidders are responsible for determining exemption eligibility.
2. The D-Fendering and HP10x42 on the face of the bulkhead are not depicted on the contact drawings.
However, they are depicted on the “For Information Only” Drawings provided. The Information only drawings depict the top of fendering to approximate El. 11.5. However, the fendering currently extends approximately 3’ above the existing bulkhead to ~ El. 15.5. Kindly clarify.
The fender extensions above the pile cap are bolted on to the 1984 fender system shown in reference drawing CAP-
68. The fenders above elevation 4’ will need to be demolished. Sheet S-402 has been revised to show the fenders and to identify the removal of the fender extensions and the cutting of the HP10x42s where the sheet piles are cut.
Additionally, CD102 has been revised to note the fender removal.
3. Kindly confirm that the MHW is El. +7.5 and MLLW is El. -5.21 as depicted on section K-1 on sheet S-
501. There appears to be a discrepancy with the relative elevations provided on the record drawings which will materially impact the time available to access the work at low tide.
The MLLW elevation is 0’. The MHHW elevation is 9.45’. Please reference NOAA Station 8447180 datums for additional tide information. Sheets S-402, S-404 and S-501 have been corrected.
Amendment 0010
Bidders shall assume that the soil characteristics shown in the 2023 Test Pit Log are representative of all the existing backfill material to be excavated above the existing tiebacks. This material meets the requirements for reuse as Backfill and Fill Material listed in Section 31 23 00 paragraph 2.1.3. The contractor will be required to sample and test the existing material in conformance with Section 31 23 00 paragraph 2.12.2.1 to confirm the soil properties.
See revised Specifications Section 31 23 00.
SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS
The following have been modified:
WAGE DETERMINATION
The Wage Determination for this project can be found at: https://sam.gov/wage-determination/MA20240008/10
Wage Determination No.: MA20240008
W912WJ24B0013
Modification No.: 10
Date Published: 20 September 2024
(End of Summary of Changes)
File details come from the government source that posted it. Updated .