Amendment 0001.pdf
PDF 365 KB Posted
- Attached to
- Scarborough River Maintenance Dredging
- Solicitation number
- W912WJ23B0004
About this file
This amendment to a federal solicitation provides additional information for a dredging project in Scarborough, Maine. Hydraulic dredging of approximately 111,000 cubic yards of sandy material from channels and an anchorage is required, to be pumped and placed on a nearby beach. The work includes dredging 76,000 cubic yards to authorized depths and an additional 35,000 cubic yards of allowable overdepth. Dredging and disposal operations must occur between November 1, 2023 and March 1, 2024 to comply with environmental time of year restrictions. A site visit attendee list is provided, as well as responses to requested information on issues such as boat access before dredging begins, placement site grading requirements, channel current speeds, beach placement direction, and survey requirements.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract.pdf | ||
| Amendment 0002.pdf | ||
| Specs.pdf | ||
| W912WJ23B0004.pdf | ||
| Plans.pdf |
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Text version
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 provide the site visit attendees list and respond to RFIs. 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 20-Jun-2023
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 W912WJ23B0004
X 9B. DATED (SEE ITEM 11)
31-May-2023
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
20-Jun-2023
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:
W912WJ23B0004
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 0001
Site Visit Attendees
Name Company Katelyn Mueller USACE Tyler Maryak USACE Brian Mannion USACE Andrew Timmis J.F. Brennan Company
Requests For Information
1. Can we place boats in the water before prior to the dredging schedule start date?
Yes, boats can be in the water before the dredging schedule start date. However, the contractor should coordinate with the Town of Scarborough Harbormaster to ensure boats have adequate mooring/dockage.
2. Is there a set slope for the placement site? Grading?
Refer to Sheet C-104 and Specification Section 25 20 23 "DREDGING AND DREDGED MATERIAL PLACEMENT" subpart 2.5.5 "GRADING.”
3. What is the water speed through the channel?
Reference NOAA tides and currents information at https://tidesandcurrents.noaa.gov/noaacurrents/ and contact the harbormaster for local information.
4. Is there a specified direction of beach placement (i.e. north to south)?
Refer to Sheet C-104, Note 2.
5. Can progress surveys conducted by the contractor's licensed hydrographic surveyor’s surveys be used for project acceptance, or are government surveys required to follow contractor surveys for verification and approval?
Specification Section 01 73 10 "FIELD ENGINEERING FOR DREDGING" outlines the contractor and government survey requirements. Government surveys are required following contractor surveys for government acceptance.
6. Has the Government identified any “hot spots” or special considerations?
To minimize sloughing of sandy material in areas requiring deeper cuts, the design incorporates more gentle side slopes in certain areas of the channel. Refer to Sheet C-301 for typical sections and note on channel side slopes.
(End of Summary of Changes)
W912WJ23B0004
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