Amd3.pdf
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- Solicitation number
- W912HN19B5001
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| File | Type | Posted |
|---|---|---|
| BID_ABSTRACT_W912HN19B5001-.pdf | ||
| Attendance_Roster_Bid_Opening_W912HN19B5001.pdf | ||
| BID_ABSTRACT_W912HN19B5001.pdf | ||
| Amd_4_conformed.pdf | ||
| Amd_4.pdf | ||
| KITB_Survey_12Jan17.xyz.txt | TXT text file | |
| 19B5001.pdf | ||
| KITB-2018-SHEP-ws-chn.lnw | — | |
| 12a_design_11-13-18.txt | TXT text file | |
| 12A_15-29oct2018.xyz.txt | TXT text file | |
| W912HN-19-B-5001_AMD2.pdf | ||
| W912HN19B5001_P1c.pdf | ||
| amd2.pdf | ||
| 19B5001.pdf | ||
| Savannah_Harbor_As_Built_1994_FIO.pdf | ||
| W912HN19B5001_P7.pdf | ||
| W912HN19B5001_P1a.pdf | ||
| W912HN19B5001_P1b.pdf | ||
| Site_Visit_5-23-19.pdf | ||
| 19B5001.pdf | ||
| amd1.pdf | ||
| W912HN19B5001_P9.pdf | ||
| W912HN19B5001_P4.pdf | ||
| W912HN19B5001_P3.pdf | ||
| W912HN19B5001_P1.pdf | ||
| W912HN19B5001_P2.pdf | ||
| W912HN19B5001_P5.pdf | ||
| W912HN19B5001_P6.pdf | ||
| W912HN19B5001_P7.pdf | ||
| W912HN19B5001_P8.pdf | ||
| W912HN19B5001_P3.pdf | ||
| Savannah_Harbor_As_Built_1994_FIO.pdf | ||
| W912HN19B5001_P2.pdf | ||
| W912HN19B5001_P4.pdf | ||
| 19B5001.pdf | ||
| W912HN19B5001_P1.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
A. CONTRACT CHANGES: Provide Historical striped bass spaw ning dates and survey data files.
B. TECHNICAL SPECIFICATION CHANGES: The revised Section listed below (revised by Amendment No. 0003) is hereby added to and made a part of the solicitation. Revised or added information is underlined and deleted information is struck out. Revisions can be located in the appropriate volume of specifications by searching for an asterisk and amendment number (i.e., *1).
Revised Section - 35 20 23 C. CONTRACT DRAWINGS: There are no draw ing changes w ith this amendment.
There is no change to the bid opening date and time. All other terms and conditions remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
1 6
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 19-Jun-2019
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 W912HN19B5001
X 9B. DATED (SEE ITEM 11)
10-May-2019
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
19-Jun-2019
CODE
U.S. ARMY ENGINEER DISTRICT SAVANNAH
ATTN: CT/JENNIFER SLATE
100 W OGLETHORPE AVE
SAVANNAH GA 31401-3640
W912HN 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912HN19B5001
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS
The following have been modified:
INSTRUCTIONS TO BIDDERS
ESTIMATED LINE ITEMS SHALL NOT EXCEED THE ESTIMATED AMOUNT WITHOUT PRIOR
APPROVAL OF THE CONTRACTING OFFICER
** round all priced line items (0001 through 0018) to two (2) decimal places **
TOTAL BASE BID (Items 0001 through 0018) $_______________________
Pre-Award Information:
This Acquisition is unrestricted. This is a Single Firm Fixed Price Contract for the Unclassified and Maintenance Dredging Inner Harbor Dredging, Stations 70+000 through 103+000, Savannah, GA. Please refer to FAR 14.301, Responsiveness of Bids
Basis for Award:
Contract shall be awarded to the responsive and responsible, lowest priced prospective contractor.
Before award, to be determined responsible, a prospective contractor must furnish the following information with the submitted bid:
a. Current Financial Statements
b. Unit and Total Pricing for all line items in the bid schedule (except CLINS marked “DO NOT BID
THIS CLIN.”)
c. Contractor's Plant Data Sheet (found in Section ATTACHMENT 1 TO SECTION 00 73 00)
d. Bid Bond Guarantee per FAR 52.228-1. Failure to provide a bid bond guarantee per FAR 52.228-
1 could render your bid nonresponsive.
e. Subcontracting Plan in accordance with FAR 52.219-9 Alt 1 and AFARS Appendix DD (For Large
Businesses bidders only)
f. Any applicable Teaming Agreements
Submission of Bids:
Electronic Submission of Bids, to Include E-mail and Facsimile Transmissions, IS NOT
AUTHORIZED.
The Government will not be responsible for bids delivered to any location or to anyone other than those designated to receive bids on its behalf as indicated below. Bids shall not be addressed to any specific person. Bidders are responsible for ensuring bids are submitted so as to reach the location designated for receipt of bids. Bidders must allow sufficient time to complete security screening to gain admittance to the Juliette Gordon Low Federal Building.
Any bids hand delivered between 1:00pm and 2:00pm on the due date shall only be delivered to the contract specialist in the building entrance at:
U.S. Army Corps of Engineers, Savannah District Juliette Gordon Low Federal Building 100 West Oglethorpe Ave Savannah, Georgia 31401
All bids must be clearly identified with the bidder’s name and address. To ensure timely and proper handling, the lower left corner of the outermost wrapper should indicate the following:
Invitation for Bid No: W912HN19B5001 Title of Project: Unclassified and Maintenance Dredging Inner Harbor Dredging, Stations 70+000 through 103+000, Savannah, GA
Bids delivered prior to one hour before bid opening must be delivered only by U.S. Mail, including U.S.
Express Mail, Federal Express or United Parcel Service to the address as indicated below. The date and time of delivery established by these carriers is not the official time of receipt by the Government. Security Guards posted at the loading dock entry for the building do not receive bids and will contact Mailroom personnel. Once Mailroom personnel are available, the bid will be processed by the Security Guards using established security procedures and subsequently picked up by Mailroom personnel. After receipt by the Mailroom personnel, a record will be made of the receipt of the bid. Completion of these actions will constitute delivery of the bid by the date and time designated for receipt of bids. Bidders are responsible for allowing sufficient time for the bid to be processed for receipt and are cautioned that sufficient time may be as much as 24 hours prior to the date and time designated for receipt of bids. Bids sent by U.S Mail, U.S. Express Mail, Federal Express and United Parcel Service are required to be sent to 100 West Oglethorpe Avenue, Savannah Georgia 31401.
Quality Control System (QCS): Any contract award resulting from this solicitation will require the mandatory use of the automated Quality Control System. Please see Section 01 45 01 for additional information.
Technical Matters: Submit technical inquiries and questions relating to this solicitation via Bidder Inquiry in ProjNet at (https://www.projnet.org) at least 10 calendar days prior to the date established in the IFB for receipt of bids.
If a Bidder believes that the requirements in this Invitation for Bid contain an error, omission, or are otherwise unsound, the Bidder shall immediately notify the Contracting Officer in writing, to include supporting rationale. Such communication may be submitted to the Contracting Officer through the contracting POC identified in this solicitation or via ProjNet. The Government reserves the right to award this Information for Bid based on the initial bid, as received, without discussion.
To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment or question will receive an acknowledgement via email, followed by an answer after it has been processed by our technical team. All timely questions and approved answers will be made available through ProjNet. Approved answers to all timely questions will also be posted on the FedBizOps in the form of a report generated from ProjNet as soon as the comment/question entering period is over and answers are all finalized.
Invitation for Bid No: W912HN19B5001 Title of Project: Unclassified and Maintenance Dredging Inner Harbor Dredging, Stations 70+000 through 103+000, Savannah, GA Bidder Inquiry Key: 8DU3R5-X389RV
Specific Instructions for Initial ProjNet Bid Inquiry Access:
1. From the ProjNet home page, click on Quick Add on the upper right side of the screen.
2. Identify the Agency as USACE.
3. Key. Enter the Bidder Inquiry Key listed above.
4. Email. Enter the email address you would like to use for communication.
5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.
6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret
Answer, and Time Zone. Remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.
7. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.
Specific Instructions for Future ProjNet Bid Inquiry Access:
Steps 1 through 3: same as above.
4. Email. Enter the email address you used to register previously in ProjNet.
5. Click Continue. A page will then open asking for the answer to your Secret Question.
6. Enter your Secret Answer and click Login. Once this is completed, you are logged into the system.
APPARENT CLERICAL MISTAKES
1. For the purpose of initial evaluations of bids, the following will be utilized in the resolving arithmetic discrepancies found on the face of bidding schedule as submitted by the bidder:
a. Obviously misplaced decimal points will be corrected;
b. Discrepancy between unit price and extended price, the unit price will govern;
c. Apparent errors in extension of unit prices will be corrected;
d. Apparent errors in addition of lump-sum and extended prices will be corrected.
2. For the purpose of bid evaluation, the government will proceed on the assumption that the bidder intends his bid to be evaluated on basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.
3. These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.
If there are any discrepancies between the plans and specifications, and the scope of work, the plans and specifications will take precedence.
SECTION 01 00 00 - GENERAL REQUIREMENTS
The following have been modified:
STATEMENT OF WORK
PROJECT SCOPE OF WORK (SOW):
Savannah Harbor is located at Savannah, Chatham County on the northern coast of Georgia and the southern coast of South Carolina Jasper County. The Savannah River North Toe, down river of the confluence of the Sediment Basin is the boundary line separating Georgia from South Carolina. The existing Savannah Harbor inner harbor channel extends from Station 0+000 at the landward end of the navigation jetties inland to Station 112+500 in Port Wentworth, Georgia.
The deepening project does not extend the entire length of the channel. The deepening for this project begins at Station 70+000 and ends at Station 103+000.
The existing navigation channel has an authorized depth of -42 feet, epoch 1983-2001 Mean Lower Low Water (MLLW) for the entire length of the inner harbor channel. The deepening of the channel will include dredging an additional -5.0 feet of unclassified material below the existing project depth, advance maintenance of the channel (ranging from 0.0 feet to -6.0 feet in the federal channel and -8.0 feet in the Kings Island Turning Basin) and an allowable pay overdepth of -2.0 feet.
The project includes removal of all material, including any material within the existing maintenance prism, to required project depths and overdepths. Dredging of maintenance and unclassified material between Stations 70+000 to 103+000 and Kings Island Turning Basin, debris removal, and diving shall be included in the contract. All dredged material will be disposed of in existing confined upland disposal areas. Hopper dredging is not allowed for this work. Work will not be allowed above Station 63+360 in the harbor from approximately April 1 to May 15 to avoid impacts to striped bass fishery resources.
The historical striped bass spawning dates for the past 6 years:
April 15, 2014 through April 30, 2014 April 6, 2015 through April 20, 2015 April 4, 2016 through April 19, 2016 April 10, 2017 through April 24, 2017 April 9, 2018 through April 23, 2018 March 18, 2019 through April 2, 2019
The material to be removed includes new work materials and overlying maintenance materials.
O&M material quantities are subject to change with O&M cycles, but approximately 1,200,000 cubic yards of maintenance material will be removed along with new work material. Materials may vary substantially both vertically and horizontally. Two feet of paid overdepth will be allowed. The contractor shall not disturb -3.0 feet beyond the maximum pay depth.
Disposal of all materials from the inner harbor will be in the existing confined upland Dredge Material Containment Areas (DMCA) designated as 13A (and 12A, if available after dike raising). The maximum pumping distance to these areas is approximately 43,000 feet. The contractor will be responsible for proper operation and maintenance of the disposal areas during dredging operations. Approximately 4,000,000 cubic yards of unclassified material with be placed along with the maintenance material.
The Kings Island Turning Basin dimensions will be widened to accommodate a 1600 ft. diameter turning basin. The length of the turning basin (parallel to the river) will not be extended. A 1.5H:1V cut slope will extend from the new edge of turning basin up to an elevation of -41 feet MLLW. From there, a 3H:1V cut slope will extend to the high tide line along the river’s edge.
Because excavations to widen the basin will bring the river bank approximately 100 feet closer to the toe of the existing dredge material containment dike (DMCA 2A), a hardened river bank revetment consisting of rip rap and armor stone will be constructed along the new shoreline of the turning basin. The upstream and downstream sides of the turning basin will remain essentially unchanged. An area just upstream from the turning basin will also be widened and protected with a rip rap and armor stone revetment.
International Paper has provided detailed information regarding the location of the pipelines and they are not expected to be impacted by the dredging template to include the overdepth.
However, the plans and specifications stipulate that there will be no anchors or spuds allowed within this reach.
During previous dredging operations in this area, unexploded ordinance (UXO) has been encountered. In the event that UXO are encountered, follow the procedure as outlined within the plans and specifications.
The estimated construction duration for Inner Harbor Dredging, Stations 70+000 through 103+000 is 630 730 calendar days after issuance of notice to proceed.
If there are any discrepancies between this summary scope of work and the plans and specifications, then the plans and specifications will take precedence.
(End of Summary of Changes)
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