Am_0003_16-B-0039.pdf
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- Solicitation number
- W912P8-16-B-0039
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Amendment 0003
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| File | Type | Posted |
|---|---|---|
| Corrected_Bid_Abstract_Post.pdf | ||
| Bid_Abstract_Post.pdf | ||
| Am_0002_16-B-0039.pdf | ||
| W912P8-16-B-0039_Amendment_0001.pdf | ||
| W912P8-16-B-0039_Plans.pdf | ||
| Solicitation_W912P9-16-B-0039.pdf |
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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
Solicitation W912P8-16-B-0039, WBV-EVM-78, Westbank and Vicinity (WBV) Hurricane and Storm Damage Risk Reduction System (HSDRRS) Mitigation, Jean Lafitte Sw amp (Millaudon and Horseshoe Cuts) and BLH-Wet (Hw y 45 Borrow Pit) Restoration, Jefferson P a r i s h, LA (ED 15-039) is hereby amended as follows:
1. Include submitted questions and answ ers;
2. Bid Opening Date is hereby scheduled for Wednesday, 20 July 2016 at 2:00 P.M. CST.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
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 W912P8-16-B-0039
X 9B. DATED (SEE ITEM 11)
07-Jun-2016
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 X is extended, 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
13-Jul-2016
CODE
USACE, CONTRACTING DIVISION
ATTN: CEMVN-CT, ROOM 172
7400 LEAKE AVE.
NEW ORLEANS LA 70118-3651
W912P8 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912P8-16-B-0039
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00010 - SOLICITATION CONTRACT FORM
The required response date/time 20-Jul-2016 02:00 PM has been added.
The following have been added by full text:
AMENDMENT 0003 Q&A
SOLICITATION NO. W91238-16-B-0039
Amendment 0003
WBV-EVM-78, Westbank and Vicinity (WBV) Hurricane and Storm Damage Risk Reduction System (HSDRRS) Mitigation, Jean Lafitte Swamp (Millaudon and Horseshoe Cuts) and BLH-Wet (Hwy 45 Borrow Pit) Restoration, Jefferson Parish, Louisiana
Questions and Responses
As of: 12 July 2016 The intent of this section is to provide questions & comments received from interested parties on the above Scope of Work, and our responses to those questions and comments. It is possible that the information below does not reflect 100% of the questions and responses. The questions and comments do not necessarily represent questions received from any particular contractor.
Questions and responses are provided for information only and are not made part of the Scope of Work.
No. Question Response
22. Drawing CE-104 defines two access points located on opposite ends of the area to be filled. Can filling of the Hwy. 45 borrow site begin on the west end and proceed towards east?
There are no restrictions for direction of fill operations.
23. In Section 31 23 00.00 12, Paragraph 1.5 “Submittals”, Top Soil Borrow Source is shown to be a preconstruction submittal. Will the contractor be allowed to blend materials that are needed to meet the requirements of Top Soil in the designated and final placement area (Hwy. 45 Borrow Site)? If so, how does the contractor meet the preconstruction submittal requirement for Top Soil?
Contractor will be allowed to blend materials.
Preconstruction submittal shall state intent to use a blend and sources used. Final blend shall meet the requirements of the specifications and be approved prior to fill operation.
W912P8-16-B-0039
24. Section 31 23 00- measures the fill (sand, clay and topsoil) using the end area method w/ sections determined prior to construction. Would the Government consider changing this measurement to vehicular measurement? Net section in a wet environment, soft subsurface w/ the inevitable mud wave is nearly impossible for contractors to assume how much material will be utilized.
Further, in this application actual settlement calculation will be difficult to capture increasing the risk for both contractor and government.
Sand placement is in the wet. Clay and top soil require placement in an unwatered area. Settlement plates have been added as an option in Amendment 0002 dated 30JUN16. No change will be made to P&S.
25. Because of uncertainty of settling, and difficulty in placing, finding and measuring settlement plates, will USACE consider unit pricing on all fill material as either measured truck yards or tons by certified scales?
See response to question 24.
26. Because LA does not issue a Forester’s License, only a Forester consultant, which can have varying backgrounds and requirements, please clarify requirements on sec 32 93 00 part 1.8.3.
See response to question 21 of Amendment 0002.
(End of Summary of Changes)
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