W912DS-16-B-0019-0002.pdf
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- Attached to
- Green Brook Flood Risk Management Project-Segment B2 Federal contract opportunity
- Solicitation number
- W912DS-16-B-0019
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Amendment 0002
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract_-_W912DS-16-B-0019.pdf | ||
| W912DS-16-B-0019_Amendment_0013.pdf | ||
| W912DS-16-B-0019_Amendment_0012.pdf | ||
| W912DS-16-B-0019-0011.pdf | ||
| W912DS-16-B-0019-0010.pdf | ||
| W912DS-16-B-0019-Amendment_0009.pdf | ||
| 02_32_00.pdf | ||
| W912DS-16-B-0019-Amendment.pdf | ||
| 01_22_00.00_10.pdf | ||
| Green_Brook_Segment_B-2_Amend_8_Drawings.pdf | ||
| W912DS-16-B-0019-0006.pdf | ||
| W912DS-16-B-0019-0005.pdf | ||
| W912DS-16-B-0019-0004.pdf | ||
| W912DS-16-B-0019-0003.pdf | ||
| Green_Brook_B2_AMEND_2.pdf | ||
| final-report-URS-geotech.pdf | ||
| GB_SEGB1B2S-501-Default-000.pdf | ||
| W912DS-16-B-0019_AMENDMENT_0001.pdf | ||
| GB_SEGB1B2S-201-Default-000.pdf | ||
| FHA_and_FWI_Permit_.pdf | ||
| GB_SEGB1B2S-502-Default-000.pdf | ||
| EM_1110-2-6056.pdf | ||
| Green_Brook_Segment_B-2_SPECIFICATIONS.pdf | ||
| W912DS-16-B-0019_SOLICITATION.pdf | ||
| Green_Brook_Segment_B-2_(W912DS-16-B-0019).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
The purpose of this amendment is to:
Revise Section 02 21 80.00 18, Section 31 00 00m and Section 31 62 23.13 Revise and Reissue Draw ings Revise bid opening date to 27 Oct 2016 at 2:00 P.M. EST.
NOTE: Bidders must acknow ledge receipt of this amendment by date specified in the bid (or as amended) by one of the follow ing methods:
In the space provided on the SF 1442, by separate letter, or by signing block 15 below FAILURE TO ACKNOWLEDGE AMENDMENT BY DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE
LATE BID, LATE MODIFICATION OF BID, OR LATE WITHDRAWAL OF BID (FAR 14.304)
1. CONTRACT ID CODE PAGE OF PAGES
J 1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 11-Oct-2016
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 W912DS-16-B-0019
X 9B. DATED (SEE ITEM 11)
31-Aug-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
11-Oct-2016
CODE
US ARMY CORPS OF ENGINEERS, NEW YORK
26 FEDERAL PLAZA, RM 1843
NEW YORK NY 10278-0090
W912DS 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912DS-16-B-0019
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 10 00 - SOLICITATION/CONTRACT FORM
The required response date/time has changed from 13-Oct-2016 02:00 PM to 27-Oct-2016 02:00 PM.
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE
The following have been added by full text:
AMENDMENT 0002
1. The following changes shall be made to the specifications and plans.
1) SPECIFICATIONS:
1-Section 02 21 80.00 18
A. Delete paragraph 1.4 Monitoring of Existing Structures for Movement in its entirety and replace paragraph 1.4 Monitoring of Existing Structures for Movement in its entirety with the following:
Develop a comprehensive plan to monitor exterior of all structures within 100 feet of pile and sheet pile installation. Monitoring shall include but not limited to, the type of monitoring equipment to be used (including seismograph and crack monitoring), instrument details and method of installation, proposed location of the monitoring equipment and survey points, installation schedule, frequency of data recording and reporting, results of preconstruction survey and potential remedial action plan if allowable velocity or settlement is triggered. Equipment shall be transported, handled, and stored properly and shall have an accuracy of 0.01 feet. If damaged equipment shall be replaced by the contractor within 5 calendar days at no cost. At a minimum, vibration monitoring should be installed between the work area and the closest structures, and monitoring should occur at all times during work which could cause vibrations.
B. Insert in its entirety the following in paragraph 1.6 Monitoring Levels:
Work shall immediately stop if these thresholds are exceeded and a correctional course of action be established to the satisfaction of the COR.
2-Section 31 00 00
A. Revise paragraph 3.4.2 Geotechnical Engineer by deleting “Hire a Professional Geotechnical Engineer to provide inspection of excavations and soil/groundwater conditions throughout construction” and replacing with “Hire a Professional Geotechnical Engineer, licensed in the State of New Jersey to provide inspection of excavations, soil/groundwater conditions throughout construction and pile
W912DS-16-B-0019
installation and filling of piles with concrete”
B. Insert in its entirety the following in paragraph 3.4.2 Geotechnical Engineer:
The geotechnical engineer must have at least five years of experience with observation of earthwork and piles, and have a civil engineer degree from an ABET accredited university.
3-Section 31 62 23.13
A. Insert in its entirety the following in SD-03 Product Data:
Splicing; G, RO, DO Lateral Pile Load Test; G, DO, RO Provide Test Procedures
B. Revise paragraph 3.2.4 Splicing by deleting “Splices may be used after review by the Contracting Officer” and replacing with “Splices may only be used in pile zones of low flexural demand and after review by the District Office and the Contracting Officer”
C. Revise paragraph 3.2.4 Splicing by deleting “50 percent” and replacing with “100 percent”
D. Insert in its entirety the following in paragraph 3.3.2 Lateral Load Test:
The contractor must submit a plan with procedures for accomplishing the lateral load test. The plan shall be signed and sealed by a professional engineer licensed in the State of New Jersey
2) DRAWINGS:
1-Drawings have been amended and reissued B-101, X-001, C-103, C-105, C-106, C-201, C-301 C-302, C-303, C-304, C-305, C-306, C-307, C-308, C-309, C-310, C-311, CG102, LP101, S-101
(End of Summary of Changes)
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