Amendment0001_20-B-PRV033.pdf
PDF 293 KB Posted
- Solicitation number
- 70Z0G120BPRV03300
About this file
This document contains an amendment to a solicitation and related federal contract opportunity. The amendment provides answers to questions submitted regarding a contract for waterfront repairs at the U.S. Coast Guard Station in Southwest Harbor, Maine. Repairs include replacing guide pile hardware on floating docks, cleaning and recoating steel structures, repairing concrete, replacing timber members, and replacing fender systems. An optional bid item is included for cleaning and recoating steel sheet piles. The solicitation packages will be available on November 22, 2019, with bids due on January 7, 2020. The contract is set aside for small businesses with a NAICS code of 237990 and size standard of $36.5 million. The estimated value is between $1-3 million and the period of performance is 150 days. The solicitation and any changes will be posted at FBO.gov.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Abstract of Offers_70Z0G120BPRV03300.pdf | ||
| SF24_Bid Bond Form.pdf | ||
| P7839442SPEC.pdf | ||
| IFB_70Z0G120BPRV03300.pdf | ||
| General Decision Number ME20190021.pdf | ||
| P7839442DWG .pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
PAGE OF PAGES
1 2
2. AMENDMENT/MODIFICATION NO.
3. EFFECTIVE DATE
12/18/2019
4. REQUISITION/PURCHASE REQ. NO.
2120G10PRV033
5. PROJECT NO. (If applicable)
7839442
6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE
Contracting Officer USCG Civil Engineering Unit Providence 475 Kilvert ST STE 100 Warwick, RI 02886
Same as Block 6 Attn: Daniel B. Walker, Contracting Officer
(401) 736-1764
(401) 736-1704 (fax)
8. NAME AND ADDRESS OF CONTRACTOR (NO., STREET, COUNTY, STATE AND ZIP CODE)
THIS AMENDMENT MUST BE ACKNOWLEDGED
See Block 11 below
9A. AMENDMENT OF SOLICITATION NO.
70Z0G120BPRV03300
9B. DATED (SEE ITEM 11)
11/26/2019
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
CODE FACILITY CODE
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.
Offers 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 ACKNOWLEDGEMENT 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 REFERENCED 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.)
THE SOLICITATION REFERENCED IN BLOCK #9A IS AMENDED AS FOLLOWS:
0001. QUESTIONS & ANSWERS SUBMITTED DURING THE PERIOD FOR RECEIPT OF QUESTIONS:
1. What size are the standoffs specified in the print and eluded to in the spec book, or, how much annulus should there be between the pile and the 4x4 mesh?
ANSWER: This will be specified by the manufacturer. The 4x4 mesh should be centered between the timber and the jacket.
Continued…
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)
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
DANIEL B. WALKER, Contracting Officer
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
15C. DATE SIGNED
16B UNITED STATES OF AMERICA
BY
16C. DATE SIGNED
12/18/2019
NSN 7540-01-152-8070 STANDARD FORM 30 (Rev. 10-83) PREVIOUS EDITION UNUSABLE Prescribed by GSA
FAR (48 CFR) 5
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
PAGE OF PAGES
2 2
2. If allowable by manufacturer’s specs, is it allowable to install/re-install timber bracing on the outside of the encasement/pile jacket?
ANSWER: Yes, provided the submittal information is approved.
3. If allowable by manufacturer’s specs, is it allowable to pump the jackets with a tremie pipe inside the jacket, with tip always below the concrete, from the bottom to the top?
ANSWER: Yes, provided the submittal information is approved.
4. Is the intention of the "Pile Hole Plug," (S-501), to randomly fill holes the contractor finds in timber piles up to 200 plugs, or, to fill holes contractor creates?
ANSWER: This is to fill existing holes in the timber piles that are found or encountered during the removal/replacement of timber bracing.
5. On "Quaywall Chinking," would it be allowable to use empty grout bag chinking (filled/pumped in place after placement) vs. pre-filled grout chinking packets?
ANSWER: Yes, provided the submittal information is approved.
6. Is it the intention of "Wave Screen Member Replacement" to replace only 84 members, or, replace all wave screen members? If only 84 members who will determine which members?
ANSWER: The members that are missing, broken, or have severe marine borer damage should be replaced.
7. "Lower Wave Screen Bracket Hardware" What is the quantity and size of the hardware requested?
ANSWER: This has been determined to be not necessary and will be removed from the scope.
8. "Gangway Platform Connection" (S-502) is it requested that any studs that cannot be double nutted be replaced?
ANSWER: No.
0002. Regarding question #7 above; Re-use existing 7" x 4" steel angle bracket on Detail A2 Sheet S-106.
All other terms and conditions remain unchanged.
File details come from the government source that posted it. Updated .