Amendment_0001.pdf
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- Solicitation number
- 70Z08419RBHQ00600
About this file
This document contains an amendment to a solicitation for the fabrication and delivery of metal and aluminum buoy parts. The U.S. Coast Guard Shore Infrastructure Logistics Center in Norfolk, Virginia requires fabrication of metal and aluminum buoy parts in accordance with Coast Guard specifications and drawings. The intended contract vehicle is a requirements contract with a one-year base period and four one-year option periods not to exceed five years total. The contract is set aside for small businesses with less than 750 employees in NAICS code 332999. Offerors must be registered in the System for Award Management database. The solicitation will be available exclusively on the FedBizOpps website on or after March 5, 2019 and interested parties must monitor the site for the solicitation and any amendments. The amendment provides questions and answers to clarify drawings and specifications.
Amendment 0001 (SF30)
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1. CONTRACT ID CODE PAGE OF PAGES
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1 4
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)
Amendment 0001 March 14, 2019
6. ISSUED BY CODE 84 7. ADMINISTERED BY (If other than Item 6) CODE 84
Department of Homeland Security
United States Coast Guard
SILC-COCO-BSS-COB4
300 East Main Street, Suite 965
Norfolk, VA 23510-9112
Same as Item 6
POC: Barbara T. Spruill, CTR (757) 628-4159
E-mail: barbara.t.spruill@uscg.mil
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.
70Z08419RBHQ00600
X 9B. DATED (SEE ITEM 11)
March 6, 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.
Offerors 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 one copy(s) 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 your 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)
N/A
13. THIS ITEM ONLY APPLIES TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
CHECK ONE 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 data, etc)
SET FORTH IN ITEM 14, PURSUANT TO 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 ___ copy(s) to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
The subject solicitation is hereby amended as follows:
A. The following pages of QUESTIONS and ANSWERS with attachments as necessary, are provided.
B. Page 1 - Notice to Offerors is revised, replace with the attached Notice to Offerors.
C. Page 10 – C.4.4: Deleted it is entirety, replace with attached page.
(See continuation pages)
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)
CLENTON A. SHANKS
15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED
BY:
(Signature of person authorized to sign) (Signature of Contracting Officer)
NSN 7540-01-152-8070 STANDARD FORM 30 (REV. 10-83)
PREVIOUS EDITION UNUSABLE Prescribed by GSA, FAR (48 CFR)
53.243
CONTINUATION SHEET FOR:
STANDARD FORM 30
REFERENCE NO. OF DOCUMENT BEING CONTINUED:
Solicitation Number: 70Z08419RBHQ000600
PAGE:
AMENDMENT OF SOLICITATION Amendment Number: 0001
D. Page 14 – E.3 U.S. Coast Guard Inspection and Acceptance, is revised; replace with the attached page.
E. Page 60 - L.1.2: VOLUME I - TECHNICAL PROPOSAL REQUIREMENTS (Section M
Factor 1: Technical) Paragraph (c) is deleted, replace with the attached page.
F. Page 60-61 – L.1.3 VOLUME II – PAST PERFORMANCE INFORMATION
REQUIREMENTS (Section M Factor 2: Past Performance) Paragraphs (a) and (b) are revised, replace with the attached pages.
G. Page 71 – M.3 BASIS FOR AWARD, Paragraph 1, is revised; replace with the attached page.
H. Page 72 - M.3 Basis for Award: Paragraph 2, is revised; replace with the attached page.
I. Drawing 121140-D is deleted and replaced with 121140-E.
QUESTIONS AND ANSWERS
QUESTION 1: DWG 121024-G. Drawing pictorial clarification: We believe the dotted line representing the far side bent over lip [flange] is required?
ANSWER 1: Drawing will be revised to show hidden line (to be provided by subsequent amendment).
QUESTION 2: DWG 121024-G. Is welding required for joining item # 2 to item # 4, Vertical
R/R Plates, if so what size and type?
ANSWER 2: Yes. 1/8” fillet weld is required on both sides (the same as is required to join item
#3 to item #4).
QUESTION 3: DWG 121024-G. Diametrical seam is required on Item #3 Top and Bottom in order to form it. What type and size of weld is required for this seam?
ANSWER 3: 1/8” fillet weld or the lip can be bent (see Detail B)
QUESTION 4: DWG 121024-G. Tolerance of + or - 1/8? We are unable to locate any reference to Tolerances other than that as stated on Sheet 1. This + or - 1/8" range may be excessive in many areas, our intention is to utilize the following tolerances in accord with standard shop practice. Diametrical seam is required on Item #3 Top and Bottom in order to form
it. What type and size of weld is required for this seam?
ANSWER 4: The use of tighter tolerances is acceptable.
REFERENCE NO. OF DOCUMENT BEING CONTINUED:
Solicitation Number: 70Z08419RBHQ000600
PAGE:
QUESTION 5: DWG 121024-G. We will break all sharp edges and remove all burrs in accordance with standard shop practice. Is this acceptable
ANSWER 5: Acceptable.
QUESTION 6: Spec #374-F, Section 5.2.1. In order to protect this fabricated item, we propound to pack it in a stout wooden skid, properly protected, in lieu of the corrugated fiberboard box as specified. Is this acceptable?
ANSWER 6: Acceptable.
QUESTION 7: DWG 120316-F. Drawing pictorial clarification: We believe the dotted line representing the far side bent over lip [flange] is required.
ANSWER 7: Drawing will be revised to show hidden line (to be provided by subsequent
QUESTION 8: DWG 120316-F. Is welding required for joining item # 3 to item # 4, Vertical
R/R Plates, if so what size and type?
ANSWER 8: Item #3 and item #4 are not joined. Item #3 and item #1 are joined with 1/8” fillet weld required on both sides (the same as is required to join item # 1 to item #5).
QUESTION 9: DWG 120316-F. We believe this section A-A is incorrectly label, it is not a section it is a "view" (taken from the top).
ANSWER 9: Drawing will be revised to show hidden line (to be provided by subsequent
QUESTION 10: DWG 120316-F. Tolerance of + or - 1/8? We are unable to locate any excessive in many areas, our intention is to utilize the following tolerances in accord with standard shop practice.
ANSWER 10: 1/8” fillet weld or the lip can be bent (see Section D-D)
QUESTION 11: DWG 120316-F. Tolerance of + or - 1/8? We are unable to locate any
REFERENCE NO. OF DOCUMENT BEING CONTINUED:
Solicitation Number: 70Z08419RBHQ000600
PAGE:
excessive in many areas, our intention is to utilize the following tolerances in accord with standard shop practice.
ANSWER 11: The use of tighter tolerances is acceptable.
QUESTION 12: DWG 121159-D. Is it permitted to use S/S 316 /316L, in lieu of steel as specified for the following Bill of Materials Item # 's 1,7 and 8, thereby eliminating the need for painting, etc., on these items?
ANSWER 12: 316/316L stainless steel is acceptable for items 1, 7 and 8
QUESTION 13: DWG 121159-D. Item #8. Is it permitted to make from 1-1/4"-7 NC threaded rod?
ANSWER 13: Item #8 shall not be a threaded rod.
QUESTION 14: DWG 121159-D. Item # 11 and 12; can we use either Cast iron or Steel in lieu of Wrought Iron?
ANSWER 14: Items #11 and 12 shall be a Wrought Iron (not Cast Iron or Steel)
QUESTION 15: DWG 121159-D. On section A-A, are S/S Lock Washers required for this
Bolted connection, none specified on the drawing?
ANSWER 15: Stainless steel lock washers are not required.
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