W912WJ20B0010 Amendment 0004.pdf
PDF 511 KB Posted
- Attached to
- Fox Point Hurricaine Barrier: Rehabilitate Gates
- Solicitation number
- W912WJ20B0010
About this file
This document provides an amendment to an invitation for bid for the rehabilitation of canal gates and stop gates at the Fox Point Hurricane Barrier in Providence, Rhode Island. The U.S. Army Corps of Engineers, New England District is seeking bids to replace carbon steel components in the canal gate seals and replace stainless steel components in the gate wheel assemblies. The amendment revises drawing S-601 to clarify the location of stop gates during work and their final placement upon completion. It also modifies specifications to require carbon steel for replacement seal components and stainless steel for wheel assembly parts. The small business set-aside solicitation was issued with a bid submission deadline of 1:00 PM EST and bid opening at 2:00 PM EST on the date specified in the solicitation available through beta.SAM.gov.
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Other files
| File | Type | Posted |
|---|---|---|
| BidAbstract.pdf | ||
| Revised Specification Sections.pdf | ||
| W912WJ20B0010 Amendment 0005.pdf | ||
| FP-21_S-601_Bid Amendment 0004.pdf | ||
| Amendment W912WJ20B0010-0003.pdf | ||
| Amendment_W912WJ20B0010-0002.pdf | ||
| Amendment_W912WJ20B0010-0001.pdf | ||
| Drawings.pdf | ||
| Specs.pdf | ||
| W912WJ20B0010.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 post responses to Request for Information and include the CONTRACT DRAWING: SHEET S-601 that w as inadverently omitted in Amendment 2.
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 27-Aug-2020
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 W912WJ20B0010
X 9B. DATED (SEE ITEM 11)
24-Jul-2020
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
27-Aug-2020
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:
W912WJ20B0010
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:
RFI
Solicitation W912WJ20B0010
Rehab Canal Gates Fox Point Hurricane Barrier, Providence, Rhode Island
AMENDMENT 0003
August 19, 2020
Question 1.
Amendment #0002 states that there is a revised drawing and revised specifications attached. We are unable to locate any attachments. Please provide copies of the referenced attachments.
ANSWER 1. Amendment 1 was created to incorporate the revisions on drawing S-601 and to answer the two questions noted in the field at the day of the pre-bid site visit. The original drawing S-601 was included in Amendment 1 without the changes being carried forward. Amendment 2 aimed to include the revised plan, however it still was not attached. There were NO changes to the technical specifications prior to Amendment 3. Amendment 3 contains the correct revisions to S-601.
Question 2.
Section 05 13 00 – Paragraph 3.2.2 states that the retaining bars will be removed and replaced. Please confirm that the seal support backer bar as shown on Sheet 156 – Side Seal Assembly Detail, is to remain. If the seal support backer bar is required to be removed and replaced please confirm that the welded connection as shown on Sheet 156 – Side Seal Assembly Detail, is required for the replacement bar.
Answer 2. Welded connection is no longer required for this detail. The bolted connection will suffice.
Question 3.
Sheet 156 – Side Seal Assembly Detail, shows the end of the 5/8” stud is welded at the face of the skin plate. Please confirm that this weld will be required for the replacement studs.
Answer 3. Welded connection of the stud is no longer required for this detail.
The following have been modified:
REVISED DRAWING
W912WJ20B0010
S-601 – Updated notes section to clarify the location of the stop gates prior to work commencement and where the stop gates shall be returned at the completion of the work. This change affected the following:
Task Item 1 – Install Stop Gates Task Item 7 – Clean and Return Stop Gates
PLEASE REFER TO THE ATTACHMENT INCLUDED AT THE END OF THIS AMENDMENT FOR
ADDITIONAL INFORMATION
REVISED SPECIFICATIONS
SPECIFICATION CHANGES
1. Amend Section 01 11 00 “SUMMARY OF WORK” as follows:
A. Under subparagraph 1.2 titled “WORK COVERED BY CONTRACT DOCUMENTS”, subparagraph 3, sentence 1, revise verbiage “new mounting plates and new stainless steel hardware,” to read “new mounting plates and new carbon steel hardware,...”
2. Amend Section 05 13 00 “REHABILITATE CANAL GATES” as follows:
A. Under Subpart “PART 2 PRODUCTS” remove verbiage from subpart in its entirety and replace it with the following:
2.1 CARBON GRADE STEEL
2.1.1 Carbon Steel Bars and Shapes
Carbon grade steel shall conform to ASTM A 36. Carbon grade steel shall be used for any seal components of the canal gates which may need replacing such as backer plates, retaining bars, and support bars.
2.2 STAINLESS STEEL
2.2.1 Stainless Steel Bars and Shapes
Stainless steel bars and shapes shall conform to ASTM A276/A276M, UNS S31603, Condition A, hot-finished or cold-finished. Stainless steel bars and shapes shall be used for any components of the canal gate wheel assembly which may need replacing such as the axle, retaining block, washer, and the two-piece collar.
2.2.2 Stainless Steel Castings
Stainless steel castings shall conform to ASTM A744/A744M, Grade CF8M, UNS J92900. Stainless steel castings shall be used for the canal gate wheels.
(End of Summary of Changes)
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