amd2.pdf

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: The bid opening date and time remains the same. Bid schedule, performance period, statement of w ork, and optional bid items are revised.

B. TECHNICAL SPECIFICATION CHANGES: The revised Sections listed below (revised by Amendment No. 0002) are 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 Sections 01 11 00; 01 33 00; 01 45 00.00 10; 01 57 19; 31 00 00; 31 62 16.23 37; 35 31 19 C. CONTRACT DRAWINGS – File No. CWK0587:

Sheets GI002, GC102, CN102, CN302, and CN311 w ith Revision 1 dated 02 April 2019 are hereby added to and made a part of the Contract Draw ings. Sheet GI001 w ith Revision 2 dated 02 April 2019 is hereby added to and made a part of the Contract Draw ings. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

1 31

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 02-Apr-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 W912HN19B5002

X 9B. DATED (SEE ITEM 11)

01-Mar-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

02-Apr-2019

CODE

U.S. ARMY ENGINEER DISTRICT SAVANNAH

ATTN: CT-P/AMY COLLINS

100 WEST OGLETHORPE AVENUE

SAVANNAH GA 31401-3046

W912HN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HN19B5002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The contractor period of performance end date has increased by 30 days from 400 days to 430 days.

CLIN 0001

The CLIN extended description has changed from:

Jones Oysterbed Island and Construction of Dolphin Pilings/Beams at Barge Ramp (to include removal of existing pilings at site)

To:

Jones Oysterbed Island

CLIN 0002

This CLIN has been renumbered to CLIN 0003.

The CLIN extended description has changed from:

Template Placement Shoreline Protection Area 2 - 4,433 Linear FeetDO NOT BID THIS CLIN.

SEE SUBCLINS 0002AA, 0002AB, 0002BA, and 0002BB

Template Placement Shoreline Protection Area 2 - 4,433 Linear FeetDO NOT BID THIS CLIN.

SEE SUBCLINS 0003AA, 0003AB, 0003AC, and 0003AD

SUBCLIN 0002AA

This SUBCLIN has been renumbered to SUBCLIN 0003AA.

SUBCLIN 0002AB

This SUBCLIN has been renumbered to SUBCLIN 0003AB.

SUBCLIN 0002BA

This SUBCLIN has been renumbered to SUBCLIN 0003AC.

SUBCLIN 0002BB

This SUBCLIN has been renumbered to SUBCLIN 0003AD.

CLIN 0003

This CLIN has been renumbered to CLIN 0004.

The CLIN extended description has changed from:

Deliver/Stockpile & Template Placement Area 2 - 4,433 Linear Feet DO NOT BID THIS CLIN.

SEE SUBCLINS 0003AA, 0003AB, 0003BA, and 0003BB

Deliver/Stockpile & Template Placement Area 2 - 4,433 Linear Feet DO NOT BID THIS CLIN.

SEE SUBCLINS 0004AA, 0004AB, 0004AC, and 0004AD

SUBCLIN 0003AA

This SUBCLIN has been renumbered to SUBCLIN 0004AA.

SUBCLIN 0003AB

This SUBCLIN has been renumbered to SUBCLIN 0004AB.

SUBCLIN 0003BA

This SUBCLIN has been renumbered to SUBCLIN 0004AC.

SUBCLIN 0003BB

This SUBCLIN has been renumbered to SUBCLIN 0004AD.

CLIN 0004

This CLIN has been renumbered to CLIN 0005.

The CLIN extended description has changed from:

Deliver/Stockpile & Template Placement Shoreline Protection Area 2 - 4,433 Linear FeetDO NOT BID THIS CLIN. SEE SUBCLINS 0004AA, 0004AB, 0004BA, and 0004BB

Deliver/Stockpile & Template Placement Shoreline Protection Area 2 - 4,433 Linear FeetDO NOT BID THIS CLIN. SEE SUBCLINS 0005AA, 0005AB, 0005AC and 0005AD

SUBCLIN 0004AA

This SUBCLIN has been renumbered to SUBCLIN 0005AA.

SUBCLIN 0004AB

This SUBCLIN has been renumbered to SUBCLIN 0005AB.

SUBCLIN 0004BA

This SUBCLIN has been renumbered to SUBCLIN 0005AC.

SUBCLIN 0004BB

This SUBCLIN has been renumbered to SUBCLIN 0005AD.

CLIN 0005

This CLIN has been renumbered to CLIN 0006.

DO NOT BID THIS CLIN. SEE SUBCLINS 0005AA AND 0005AB.

DO NOT BID THIS CLIN. SEE SUBCLINS 0006AA AND 0006AB.

SUBCLIN 0005AA

This SUBCLIN has been renumbered to SUBCLIN 0006AA.

SUBCLIN 0005AB

This SUBCLIN has been renumbered to SUBCLIN 0006AB.

CLIN 0006

This CLIN has been renumbered to CLIN 0007.

The CLIN extended description has changed from:

Template Placement Shoreline Protection Area 6 - 1,962 Linear FeetDO NOT BID THIS CLIN.

SEE SUBCLINS 0006AA, 0006AB, 0006BA, and 0006BB

Template Placement Shoreline Protection Area 6 - 1,962 Linear Feet (minus Vessel Barge Ramp area of 175 ft)DO NOT BID THIS CLIN. SEE SUBCLINS 0007AA, 0007AB, 0007AC, and

0007AD

SUBCLIN 0006AA

This SUBCLIN has been renumbered to SUBCLIN 0007AA.

SUBCLIN 0006AB

This SUBCLIN has been renumbered to SUBCLIN 0007AB.

SUBCLIN 0006BA

This SUBCLIN has been renumbered to SUBCLIN 0007AC.

SUBCLIN 0006BB

This SUBCLIN has been renumbered to SUBCLIN 0007AD.

CLIN 0007

This CLIN has been renumbered to CLIN 0008.

The CLIN extended description has changed from:

Template Placement Shoreline Protection Area 6 - 1,962 Linear Feet DO NOT BID THIS CLIN.

SEE SUBCLINS 0007AA, 0007AB, 0007BA and 0007BB

Template Placement Shoreline Protection Area 6 - 1,962 Linear Feet (minus Vessel Barge Ramp area of 175 ft)DO NOT BID THIS CLIN. SEE SUBCLINS 0008AA, 0008AB, 0008AC and

0008AD.

SUBCLIN 0007AA

This SUBCLIN has been renumbered to SUBCLIN 0008AA.

SUBCLIN 0007AB

This SUBCLIN has been renumbered to SUBCLIN 0008AB.

SUBCLIN 0007BA

This SUBCLIN has been renumbered to SUBCLIN 0008AC.

SUBCLIN 0007BB

This SUBCLIN has been renumbered to SUBCLIN 0008AD.

CLIN 0008

This CLIN has been renumbered to CLIN 0009.

The CLIN extended description has changed from:

Deliver/Stockpile & Template Placement Shoreline Protection Area 6 - 1,962 Linear Feet DO NOT BID THIS CLIN. SEE SUBCLINS 0008AA, 0008AB, 0008BA, and 0008BB

Deliver/Stockpile & Template Placement Shoreline Protection Area 6 - 1,962 Linear Feet (minus Vessel Barge Ramp area of 175 ft) DO NOT BID THIS CLIN. SEE SUBCLINS 0009AA, 0009AB, 0009AC, and 0009AD

SUBCLIN 0008AA

This SUBCLIN has been renumbered to SUBCLIN 0009AA.

SUBCLIN 0008AB

This SUBCLIN has been renumbered to SUBCLIN 0009AB.

SUBCLIN 0008BA

This SUBCLIN has been renumbered to SUBCLIN 0009AC.

SUBCLIN 0008BB

This SUBCLIN has been renumbered to SUBCLIN 0009AD.

CLIN 0009

This CLIN has been renumbered to CLIN 0002.

and Construction of Dolphin Pilings/Beams at Barge Ramp (to include removal of existing pilings at site)

The option status has changed from Option to No Status.

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

400 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

FOB: Destination

W912HN

CAGE

430 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for CLIN 0002 has been added:

CAGE

430 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0003AA:

CAGE

400 dys. ANP 24,382 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0003AB:

CAGE

400 dys. ANP 2,438 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0003AC has been added:

CAGE

430 dys. ANP 66,938 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0003AD has been added:

CAGE

430 dys. ANP 6,694 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0004AA:

400 dys. ANP 17,067 USACE - SAVANNAH DISTRICT

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0004AB:

CAGE

400 dys. ANP 1,707 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0004AC has been added:

CAGE

430 dys. ANP 24,382 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0004AD has been added:

CAGE

430 dys. ANP 2,438 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0005AA:

CAGE

500 dys. ANP 500 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0005AB:

CAGE

500 dys. ANP 100 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0005AC has been added:

CAGE

430 dys. ANP 17,067 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0005AD has been added:

430 dys. ANP 1,707 USACE - SAVANNAH DISTRICT

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0006AA:

CAGE

500 dys. ANP 29,710 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0006AB:

CAGE

500 dys. ANP 2,971 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0007AA:

CAGE

500 dys. ANP 10,930 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0007AB:

CAGE

500 dys. ANP 1,093 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0007AC has been added:

CAGE

500 dys. ANP 29,710 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0007AD has been added:

CAGE

500 dys. ANP 2,971 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0008AA:

CAGE

500 dys. ANP 7,680 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule Item has been deleted from SUBCLIN 0008AB:

CAGE

500 dys. ANP 768 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0008AC has been added:

CAGE

500 dys. ANP 10,930 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0008AD has been added:

CAGE

500 dys. ANP 1,093 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for CLIN 0009 has been deleted:

400 dys. ANP 1 USACE - SAVANNAH DISTRICT

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0009AA has been added:

CAGE

500 dys. ANP 7,680 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0009AB has been added:

CAGE

500 dys. ANP 768 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0009AC has been added:

CAGE

500 dys. ANP 7,680 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0009AD has been added:

500 dys. ANP 768 USACE - SAVANNAH DISTRICT

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for CLIN 0010 has been changed from:

CAGE

400 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

430 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following have been added by full text:

ESTIMATED LINE ITEMS SHALL NOT EXCEED THE ESTIMATED AMOUNT WITHOUT PRIOR

APPROVAL OF THE CONTRACTING OFFICER

**ROUND ALL PRICED LINE ITEMS (0001 THROUGH 0010) TO TWO (2) DECIMAL PLACES*

TOTAL BASE BID (CLINs 0001 THROUGH 0005AD) $____________________

TOTAL OPTION 1 BID (CLINs 0006 THROUGH 0009AD) $____________________

TOTAL OPTION 2 BID (CLIN 0010) $____________________

TOTAL BID (CLINs 0001 THROUGH 0010) $____________________

There are two option packages in addition to the base requirement for this project.

The Base requirement is CLINS 0001-0005AD. Option 1 is CLINs 0006-0009AD. Option 2 is

CLIN 0010.

The two different option packages may be exercised within 180 calendar days of the issuance of the notice to proceed. The two option packages may be exercised in any order or combination (only 1 of the 2, or both of the 2). See FAR clause 52.217-5 in the solicitation for the evaluation of options.

The performance period for this project is as follows:

The Base requirement (CLINS 0001-0005AD) has a duration of 430 calendar days after issuance of Notice to Proceed.

Option 1 (CLIN 0006-0009AD), if exercised, will add an additional 70 calendar days consecutive to the base performance period.

Option 2 (CLIN 0010), if exercised, will be concurrent with the base performance period of 430 calendar days after issuance of Notice to Proceed.

The performance period will not exceed the specified amount based on when an option is exercised. The total contract performance period will be 430 calendar days after issuance of Notice to Proceed unless Option 1 is exercised. If Option 1 is exercised, then the total contract performance period will be 500 calendar days after issuance of Notice to Proceed.

If exercised, Option 2 has to be completed within the original performance period of 430 calendar days. If exercised, Option 1 has to be completed within the original performance period of 430 calendar days plus 70 calendar days for a total perfomance period of 500 calendar days.

The work has to be completed in the remaining time left of the performance period when exercised and does not reset when an option is exercised.

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

The following have been modified:

INSTRUCTIONS TO BIDDERS

THE FOLLOWING INFORMATION MUST BE SUBMITTED WITH BID

Pre-Award Information:

This acquisition is 100% Small Business Set-Aside. This is a Single Firm Fixed Price Contract for the Hurricane Irma Jones Oysterbed Revetment Repair. 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 for most recent two years

b. Unit and Total Pricing for all line items in the bid schedule (except CLINS marked “DO NOT BID THIS

CLIN.”)

c. 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.

d. 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 1:00 pm and 2:00 pm 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 Avenue 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: W912HN19B5002 Due Date of Bids: 16 April 2019 Time by which Bids are due: 2:00 P.M. (Eastern Time) Title of Project: Hurricane Irma Jones Oysterbed Revetment Repair

Bids delivered prior to one hour before bid opening must be hand-delivered or 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 014501 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 7 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; immediately notify the Contract Specialist in writing with supporting rationale. 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 FedBizOpps in the form of a report generated from ProjNet as soon as the comment/question entering period is over and answers are all finalized.

W912HN19B5002

Hurricane Irma Jones Oysterbed Revetment Repair Bidder Inquiry Key: 6BH7V7-R4QA78

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

(a) 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:

(1) Obviously misplaced decimal points will be corrected;

(2) Discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected;

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(b) 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.

(c) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

VARIATIONS IN ESTIMATED QUANTITIES — SUBDIVIDED ITEMS (MAR 1995)

This variation in estimated quantities clause is applicable only to Items Nos.0003, 0004, 0005, 0006, 0007, 0008, and 0009.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for items Nos. 0003, 0004, 0005, 0006, 0007, 0008, and 0009 is less than 85% of the quantity of the first sub-item listed under such item, the contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantities.

(c) If the actual quantity of work performed under Items Nos. 0003, 0004, 0005, 0006, 0007, 0008, and 0009 exceeds 115% or is less than 85% of the total estimated quantity of the sub-item under that item and/or if the quantity of the work performed under the second sub-item or any subsequent sub-item under Items Nos. 0003, 0004, 0005, 0006, 0007, 0008, and 0009 exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantities.

WAGE DETERMINATION

General Decision Number: SC190001 01/04/2019 SC1 Superseded General Decision Number:

SC20180001 State: South Carolina Construction Types: Heavy (Heavy and Sewer and Water Line)

Counties: Abbeville, Allendale, Bamberg, Barnwell, Beaufort, Cherokee, Chester, Chesterfield, Clarendon, Colleton, Dillon, Georgetown, Greenwood, Hampton, Jasper, Lancaster, Lee, Marion, Marlboro, McCormick, Newberry, Oconee, Orangeburg, Union and Williamsburg Counties in South Carolina.

DOES NOT INCLUDE SAVANNAH RIVER SITE IN ALLENDALE AND

BARNWELL COUNTIES

HEAVY CONSTRUCTION PROJECTS (includes Sewer & Water Line projects)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication

Date 0 01/04/2019

SUSC1990-005 02/08/1990

Rates Fringes

Boilermaker (tank work)........$ 12.96 3.315

Bricklayer.....................$ 7.25

Carpenter......................$ 7.42

Cement mason/concrete finisher.....................$ 7.25

Ironworker.....................$ 10.98

Laborers:

Chain saw...................$ 7.25 General.....................$ 7.25 Pipelayer...................$ 7.25

Pipefitter.....................$ 9.09

Power equipment operators:

Backhoe.....................$ 7.25 Bulldozer...................$ 7.25 Crane.......................$ 7.98 Dragline....................$ 7.25 Front End Loader............$ 7.25 Mechanic....................$ 7.25 Motor grader................$ 7.25 Pan Scraper.................$ 7.25

Line Construction: line technician.......................$ 10.08

MANHOLE BUILDER..................$ 7.25

TRUCK DRIVER.....................$ 7.25

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017.

If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey.

Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

---------------------------------------------------------------- WAGE DETERMINATION

APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor

4.) All decisions by the Administrative Review Board are final.

===== END OF GENERAL DECISION

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the notice to proceed is issued to the Contractor, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 430 calender days after the issuance of the Notice to Proceed for the Base CLINS (CLINS 0001-0005AD), and Option 2 (CLIN 0010), if exercised. Option 1 (CLIN 0006-0009AD), if exercised, will add an additional 70 calendar days consecutive to the Base performance period. The total performance period will not exceed 430 calendar days unless Option 1 is exercised. The total performance period if Option 1 is exercised will not exceed 500 calendar days. The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $2,901.17 for each calendar day of delay until the work is completed or accepted. Liquidated damages will begin on calendar day 431 for the base and option 2 (if exercised) items if option 1 is not exercised. Liquidated damages will begin on calendar day 501 if option 1 is exercised.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

SECTION 01 00 00 - GENERAL REQUIREMENTS

STATEMENT OF WORK

Savannah Harbor Hurricane Irma Jones/Oysterbed Island Revetment Project

The proposed project includes installation of rock revetment along the Savannah River shoreline adjacent to the lower end of Jones/Oysterbed Island including a barge access ramp located at the intersection of the Atlantic Intracoastal Waterway and the Savannah River with options for a second segment of rock revetment along the upper end of the island, and a floating boat dock located in the Atlantic Intracoastal Waterway (AIWW) on the upstream end of Jones/Oysterbed. Access to Jones Oysterbed Island is by water only and utilities are non-existent at Jones/Oysterbed Island.

The estimated length of revetment required for the lower rock revetment installation at Jones/Oysterbed Island is approximately 4,433 ft. with the estimate of the optional (option 1) revetment installation length of approximately 1962 feet (minus the 175' for the vessel barge ramp and barge ramp transition limits). The revetment will be constructed of graded granite No. 4 aggregate, intermediate stone GDOT Type 1, and armor stone placed to a top elevation of +13 mean lower low water (MLLW). The design wave height is 6.5 feet. The Base Project will include approximately 75,904 Tons of Armor stone, 27,879 Tons of Intermediate stone GDOT Type 1, and 19,421 Tons of bedding stone (filter stone). This includes the construction of a vessel barge ramp (contractor access ramp). Two sets of lighted pipe piles and the removal of two existing piles are included as part of the base requirement. The optional (option 1) revetment includes the remainder of Area 6 and consists of approximately 29,682 Tons of Armor Stone, 10,811 Tons of Intermediate stone GDOT Type 1 and 7,568 Tons of bedding stone (filter stone), dike realignment, and dike access ramp. The new rock revetment will be required to smoothly and uniformly tie into any adjacent existing sections of previously placed revetment.

Option 2 includes the construction of walkway, gangway and 10x20 concrete floating dock with corner piles. This option also includes the removal of an existing walkway and piles.

The project also incorporates the protection and restoration planting of existing shoreline marsh areas where damaged by construction outside of the construction footprint, coordination with the Savannah District for erosion control, staging areas required to perform the work, coordination of stockpile areas for rock or other protection materials, maintenance of onsite access routes, and all other requirements necessary to complete the work.

(End of Summary of Changes)