B.08 Revision 0001, Jax Harbor Talleyrand (Group1-18-R-J021).pdf

GROUP1-18-R-J021 SF 1442-A1 Revision 0001

ADDENDUM TO THE STANDARD FORM 1442

REVISION 0001

March 24, 2021

JACKSONVILLE HARBOR, MAINTENANCE DREDGING 40-FOOT PROJECT, CUT-

55 AND LOWER TERMINAL CHANNEL DUVAL COUNTY, FLORIDA

NOTICE OF INTENT TO ORDER: THIS OPPORTUNITY IS AVAILABLE ONLY TO

THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER

SOLICITATION NUMBER W912EP18R0029, GROUP 1 – UNRESTRICTED:

W912EP18R0029: Callan Marine, Ltd. (W912EP19D0023); Cashman Dredging & Marine Contracting Co., LLC (W912EP19D0024); Cavache Inc. (W912EPD0025);

Continental Heavy Civil Corp (CHC) (W912EP19D0026); Cottrell Contracting Corporation (W912EP19D0027); Great Lakes Dredge & Dock Company, LLC (W912EP19D0028); J.T. Cleary Inc. (W912EP19D0029); Manson Construction Co.

(W912EP19D0030); Marinex Construction, Inc. (W912EP19D0031); Norfolk Dredging Company (W912EP19D0032); Orion Marine Construction, Inc.

(W912EP19D0033); Southern Dredging Co., Inc. (W912EP19D0034); The Dutra Group (W912EP19D0035); Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0036); Weeks Marine, Inc. (W912EP19D0037).

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 1 – UNRESTRICTED

DREDGING MATOC POOL.

EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA) evaluation method. To be considered technically acceptable, an offeror’s proposal must be rated “Acceptable under all non-price factors.

The factors for evaluation will be as follows:

FACTOR 1 - Availability of technically acceptable dredge(s).

FACTOR 2 - Past performance.

FACTOR 3 – Price.

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

FACTOR 1 - Availability of technically acceptable dredge(s).

The contractor shall provide a letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the current location of dredge(s).

Note: Any type of dredge can be utilized, however if a cutter suction is selected it must be a 16” or larger.

GROUP1-18-R-J021 SF 1442-A2 Revision 0001

Evaluation Method:

The Government will evaluate all identified dredge(s) submitted to determine whether the identified dredge(s) have been found technically acceptable by the Contracting Officer prior to the proposal due date. The Government will also determine whether the dredge(s) are available to meet the required period of performance as stated in the Notice of Intent.

To be determined Acceptable for Factor 1, the identified dredge(s) must have been found technically acceptable prior to the proposal due date and be available to meet the required period of performance.

FACTOR 2 - Past performance.

NO SUBMISSION REQUIREMENT. Past Performance information submitted in response to the Dredging MATOC (Solicitation No. W912EP18R0029) will be used to determine the offeror’s record of complying with contractual requirements and meeting acceptable levels of performance risk.

Evaluation Method:

Past Performance was recently evaluated for all contractors under the Dredging MATOC. An "Acceptable" rating was earned under Past Performance for all offerors that received an award in accordance with the solicitation evaluation criteria for the Dredging MATOC (Solicitation No. W912EP18R0029). Therefore, for this task order, all offerors will receive the Past Performance rating of "Acceptable".

Note: For future task orders, the Government reserves the right to use recent and relevant project data independently obtained from other Government or commercial sources or from any other sources available to include, but not limited to: (1) the Past Performance Information Retrieval System (PPIRS), (2) Federal Awardee Performance and Integrity Information System (FAPIIS) or Electronic Subcontract Reporting System (eSRS), or other data bases; (3) interviews with Program/Project Managers and Contracting Officers or rely upon personal business experience with the offeror; and (4) consider any information the offeror submits which explains any problems encountered on the identified contract and the offeror's corrective actions. The Government reserves the rights to obtain and evaluate past performance information from any source it deems appropriate. Information related to the contractor’s (or contractor’s team) performance in Quality, Schedule, Management, Regulatory Compliance and Safety/Security will be reviewed from the aforementioned additional sources to determine if the offeror is “Acceptable” or “Unacceptable.

FACTOR 3 – Price.

The Offeror’s submission for this factor shall be fully completed. Offeror completeness addresses the extent to which the elements of the price proposal are consistent with the requirements of the RFP.

GROUP1-18-R-J021 SF 1442-A3 Revision 0001

Offerors are required to submit the following:

(1) Completed Bid Schedule (see Section 00010A).

(2) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the MATOC

(3) Completed “Addendum to the Standard Form 1442” with the latest revision.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 7 -- Issued By:

USA Engineer District Jacksonville Contracting Division 701 San Marco Blvd.

Jacksonville, FL 32207-8175

Block 9 -- For additional information contact:

A. Jennifer Carter

Email Address: Jennifer.L.Carter@usace.army.mil

B. Telephone No.: (904) 232-1051

Block 10. The Government Requires Performance of the Work as Described in this solicitation.

Description of Work: Refer to Section 01 11 00 for complete description.

Magnitude of Construction is Between $1,000,000.00 and $5,000,000.00

NAICS Code: 237990 Small Busines Size Standard: $27.5M

You must be registered in the System for Award Management (SAM) in order to receive an award from this Notice of Intent. The SAM website is located at www.sam.gov.

Block 11. The performance period is mandatory. (Refer to FAR Clause 52.211-10 in Section 00700).

Block 12A. The Contractor must furnish any required performance and payment bonds: YES

Block 12B. The contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13. Additional Solicitation Requirement

A. Offers to perform the required work are due electronically at the following email addresses by 2:00PM, local time on 31 March 2021:

mailto:Jennifer.L.Carter@usace.army.mil http://www.sam.gov/

GROUP1-18-R-J021 SF 1442-A4 Revision 0001

Jennifer.L.Carter@usace.army.mil and carbon copy (cc) sent to tedra.n.thompson@usace.army.mil and griselle.gonzalez@usace.army.mil.

B. An offer guarantee is required. An electronic copy of the bid guarantee shall be submitted with the offer and the Original must be received within two calendar days of the submission date for proposals.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the Notice of Intent in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, 17, 19 and 20A - 20D below:

Block 14. Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

Block 15. Telephone No. (Include area code): _____________________

Block 16. Remittance Address: (Include only if difference than Item 14)

Block 17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this Notice of Intent, if this offer is accepted by the Government in writing within 60 calendar days after the date offers are due.

Block 18. The offeror agrees to furnish any required performance and payment bonds.

Block 19. Acknowledgement of Revision (The offeror acknowledges receipt of revisions to the notice of intent -- give number and date of each).

mailto:Jennifer.L.Carter@usace.army.mil mailto:tedra.n.thompson@usace.army.mil mailto:griselle.gonzalez@usace.army.mil

GROUP1-18-R-J021 SF 1442-A5 Revision 0001

REVISION

NO.

DATE

Block 20A. Name and Title of Person Authorized to Sign Offer (Type or print)

Block 20B.

Email Address

Block 20C. Signature Block 20D.

Offer Date

Block 26 -- This Task Order will be administered by:

North Florida Area Office 6735 Southpoint Drive South Suite 140 Jacksonville, FL 32216

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

SF 30 CONTINUATION SHEET

Jacksonville Harbor, Maintenance Dredging, 40-Foot Project, Cut-55 and Lower Terminal Channel, Duval County, Florida

GROUP1-18-R-J021 2 Revision 0001

SUMMARY OF CHANGES

1. SPECIFICATIONS:

DELETE Section 00010A and REPLACE with the attached revised Section 00010A.

DELETE Section 00010A, Attachment A and REPLACE with the attached revised Section 00010A, Attachment A.

DELETE Addendum to Section 00700 and REPLACE with the attached revised Addendum to Section 00700.

DELETE Section 01 11 00 and REPLACE with the attached revised Section 01 11 00.

DELETE Section 01 57 20 and REPLACE with the attached revised Section 01 57 20.

2. DRAWINGS:

DELETE Sheet ID G-03 and REPLACE with the attached revised Sheet ID G-03.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

JACKSONVILLE HARBOR, MAINTENANCE DREDGING

40-FOOT PROJECT, CUT-55 AND LOWER TERMINAL CHANNEL

DUVAL COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 MOBILIZATION AND DEMOBILIZATION JOB $_______________

0002 EXCAVATION, UNCLASSIFIED

LOWER TERMINAL CHANNEL

STATION 11+29.77 TO STATION 65+00

(ESTIMATED QUANTITY, SEE NOTE 1) 131,000 CUBIC YARD $____________ $_______________

0003 TURBIDITY MONITORING JOB $_______________

0004 ENDANGERED SPECIES OBSERVERS

(HOPPER DREDGES ONLY) JOB $_______________

0005 MOBILIZATION AND DEMOBILIZATION FOR

SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGES ONLY, SEE NOTE 3) JOB $_______________

0006 SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGES ONLY, SEE NOTE 3) 1 DAY $____________ $_______________

0007 DEDICATED MANATEE AND SEA TURTLE

OBSERVER (MECHANICAL DREDGING ONLY,

SEE NOTE 4) JOB $_______________

0008 BIRD MONITORING (SEE NOTE 5) JOB $_______________

0009 STANDBY TIME (SEE NOTE 6) 24 HOUR $____________ $_______________

0010 DISPOSAL AREA PUMPOUT (SEE NOTE 7) 1 DAY $____________ $_______________

0011 PARTNERING REGROUP 1 EACH $____________ $_______________

TOTAL BASE (LINE ITEMS 0001 THROUGH 0011) $_______________

OPTION A

0012 EXCAVATION, UNCLASSIFIED

CUT-55 STATION 37+00 TO LOWER

TERMINAL CHANNEL STATION 7+00

(ESTIMATED QUANTITY, SEE NOTE 1) 14,000 CUBIC YARD $____________ $_______________

0013 TURBIDITY MONITORING JOB $_______________

0014 ENDANGERED SPECIES OBSERVERS

(HOPPER DREDGES ONLY) JOB $_______________

0015 DEDICATED MANATEE AND SEA TURTLE

OBSERVER (MECHANICAL DREDGING ONLY,

SEE NOTE 4) JOB $_______________

0016 BIRD MONITORING (SEE NOTE 5) JOB $_______________

TOTAL OPTION A (LINE ITEMS 0012 THROUGH 0016) $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0016) $_______________

SEE NEXT PAGE FOR NOTES.

GROUP1-18-R-J021 00010A-1 REVISION 0001

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

JACKSONVILLE HARBOR, MAINTENANCE DREDGING

40-FOOT PROJECT, CUT-55 AND LOWER TERMINAL CHANNEL

DUVAL COUNTY, FLORIDA

NOTES: (1) THE TOTAL QUANTITY SHOWN FOR EACH EXCAVATION CLIN INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR BETWEEN THE DATES OF SURVEYS SHOWN ON THE DRAWINGS AND ACTUAL DREDGING. THE CONTRACTOR MUST NOT PERFORM WORK IN EXCESS OF THE TOTAL ESTIMATED QUANTITY GIVEN FOR EACH CLIN LINE ITEM WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER. NOTIFY THE CONTRACTING OFFICER AT LEAST ONE WEEK PRIOR TO THE

ANTICIPATED DATE THAT THE ESTIMATED QUANTITY MAY BE EXCEEDED.

(2) OFFER MUST PRICE ALL LINE ITEMS. SEE SECTION 00100 "INSTRUCTIONS TO OFFERORS".

(3) SEA TURTLE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING OFFICER. SEE

SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(4) MANATEE AND SEA TURTLE MONITORING IS REQUIRED FOR MECHANICAL DREDGING ONLY. SEE

SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(5) NESTING SEASON SURVEYS MUST BEGIN ON APRIL 1 OR 10 DAYS PRIOR TO COMMENCEMENT OF WORK (INCLUDING SURVEYING ACTIVITIES), WHICHEVER IS LATER, AND MUST BE CONDUCTED DAILY

THROUGHOUT THE CONSTRUCTION PERIOD OR THROUGH AUGUST, WHICHEVER IS EARLIER.

(6) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER. STANDBY TIME WILL BE UTILIZED ONLY DUE TO ENDANGERED SPECIES CONCERNS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER. REQUIREMENTS FOR WORK STOPPAGES, DELAYS OR OTHER IMPACTS ASSOCIATED WITH COMPLIANCE WITH SECTION 01 57 20 ENVIRONMENTAL PROTECTION ARE NOT PAID FOR UNDER THIS LINE ITEM. STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS OR IMPROPER OPERATIONAL PROCEDURES. PAYMENT WILL ONLY BE MADE FOR ACTUAL

STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER.

(7) DISPOSAL AREA PUMPOUT TO PROTECT EXISTING BIRD NESTS IS REQUIRED WHEN DIRECTED BY THE

CONTRACTING OFFICER. SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

GROUP1-18-R-J021 00010A-2 REVISION 0001

Revision 0001

SECTION 00010A, Attachment A

INSTRUCTIONS FOR TECHNICAL INQUIRIES AND QUESTIONS

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at (https://www.projnet.org) No Later Than (NLT) March 24 26, 2021, Close of Business. 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 /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team.

All timely questions and approved answers will be made available through ProjNet.

The Solicitation Number is: GROUP1-18-R-J021

The Bidder Inquiry Key is: QFN4SY-4P8QPQ

Specific Instructions for ProjNet Bid Inquiry Access from ProjNet home page:

1. Identify the Agency. This should be marked as USACE.

2. Email. Enter the email address you would like to use for communication.

3. Key. Enter the Bidder Inquiry Key listed above.

4. 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.

5. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

6. 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 from ProjNet home page:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. Identify the Agency. This should be marked as USACE.

3. Email. Enter the email address you used to register previously in ProjNet.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

GROUP1 -18-R-J021 00700-1 Revision 0001

ADDENDUM TO SECTION 00700, CONTRACT CLAUSES

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00700

ARE HEREBY PROVIDED:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 45 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 75 85 calendar days after the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

The total completion time of 75 85 calendar days includes the following:

Base Bid 70 80 calendar days (includes 45 calendar days mob/demob) Option A 5 calendar days

(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 $718 720 for each calendar day of delay until the work is completed or accepted.

(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.

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE

ITEM (MAR 1989)

The Government may require the delivery of the numbered line items, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the options (A) by written notice to the Contractor on or before July 8, 2021. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

GROUP1 -18-R-J021 00700-2 Revision 0001

52.228-11 INDIVIDUAL SURETY—PLEDGE OF ASSETS (FEB 2021)

(a) The Contractor shall obtain from each person acting as an individual surety on a performance bond or a payment bond—

(1) A pledge of assets that meets the eligibility, valuation, and security requirements described in the Federal Acquisition Regulation (FAR) 28.203-1;

and

(2) Standard Form 28, Affidavit of Individual Surety.

(b) The Contracting Officer may release a portion of the security interest on the individual surety's assets based upon substantial performance of the Contractor's obligations under its performance bond. The security interest in support of a performance bond shall be maintained—

(1) Contracts for the construction, alteration, or repair of any public building or public work of the Federal Government exceeding $150,000 (40 U.S.C. 3131). Until completion of any warranty period, or for 1 year following final payment, whichever is later.

(2) Contracts subject to alternative payment protection (see FAR 28.102- 1(b)(1)). For the full contract performance period plus 1 year.

(3) Other contracts not subject to the requirements of paragraph (b)(1) of this clause. Until completion of any warranty period, or for 90 days following final payment, whichever is later.

(c) A surety's assets pledged in support of a payment bond may be released to a subcontractor or supplier upon Government receipt of a Federal district court judgment, or a sworn statement by the subcontractor or supplier that the claim is correct along with a notarized authorization of the release by the surety stating that it approves of such release. The security interest on the individual surety's assets in support of a payment bond shall be maintained—

(1) Contracts for the construction, alteration, or repair of any public building or public work of the Federal Government exceeding $150,000 which require performance and payment bonds (40 U.S.C. 3131). For 1 year following final payment, or until resolution of all pending claims filed against the payment bond during the 1-year period following final payment, whichever is later.

(2) Contracts subject to alternative payment protection (see FAR 28.102- 1(b)(1)). For the full contract performance period plus 1 year.

GROUP1 -18-R-J021 00700-3 Revision 0001

(3) Other contracts not subject to the requirements of paragraph (c)(1) of this clause. For 90 days following final payment.

(d) The Contracting Officer may allow the Contractor to substitute an individual surety, for a performance or payment bond, after contract award. The Contractor shall comply with the requirements of paragraph (a) of this clause within the timeframe established by the Contracting Officer.

52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION (JUN

2020)

(a) Definitions. As used in this clause-

Original contract price means the award price of the contract; or, for requirements contracts, the price payable for the estimated total quantity; or, for indefinite-quantity contracts, the price payable for the specified minimum quantity. Original contract price does not include the price of any options, except those options exercised at the time of contract award.

(b) Amount of required bonds. Unless the resulting contract price is valued at or below the threshold specified in Federal Acquisition Regulation 28.102-1(a) on the date of award of this contract, the successful offeror shall furnish performance and payment bonds to the Contracting Officer as follows:

(1) Performance bonds (Standard Form 25). The penal amount of performance bonds at the time of contract award shall be 100 percent of the original contract price.

(2) Payment Bonds (Standard Form 25A). The penal amount of payment bonds at the time of contract award shall be 100 percent of the original contract price.

(3) Additional bond protection.

(i) The Government may require additional performance and payment bond protection if the contract price is increased. The increase in protection generally will equal 100 percent of the increase in contract price.

(ii) The Government may secure the additional protection by directing the Contractor to increase the penal amount of the existing bond or to obtain an additional bond.

(c) Furnishing executed bonds. The Contractor shall furnish all executed bonds, including any necessary reinsurance agreements, to the Contracting Officer, GROUP1 -18-R-J021 00700-4 Revision 0001 within the time period specified in the Bid Guarantee provision of the solicitation, or otherwise specified by the Contracting Officer, but in any event, before starting work.

(d) Surety or other security for bonds. The bonds shall be in the form of firm commitment, supported by corporate sureties whose names appear on the list contained in Treasury Department Circular 570, individual sureties, or by other acceptable security such as postal money order, certified check, cashier's check, irrevocable letter of credit, or, in accordance with Treasury Department regulations, certain bonds or notes of the United States. Treasury Circular 570 is published in the Federal Register or may be obtained from the:

U.S. Department of the Treasury, Financial Management, Service Surety Bond Branch, 3700 East West Highway, Room 6 F01, Hyattsville, MD 20782.

Or via the internet at http://www.fms.treas.gov/c570/.

(e) Notice of subcontractor waiver of protection (40 U.S.C. 3133(c)). Any waiver of the right to sue on the payment bond is void unless it is in writing, signed by the person whose right is waived, and executed after such person has first furnished labor or material for use in the performance of the contract.

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

GROUP1 -18-R-J021 00700-5 Revision 0001

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File Drawing No.

Jacksonville Harbor, Plans G-01 Maintenance Dredging, 40-Foot Project, Cut-55 and Lower Terminal Channel, Duval County, Florida

Jacksonville Harbor, Maintenance Dredging 40-Foot Project, Cut-55 and Lower Terminal Channel

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.5.6 Hydrographic Surveys

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 EXISTING WORK

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 GROUP1-18-R-J021 Revision 0001

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR SECTION 00 31 32, Geotechnical Data Report for Jacksonville Harbor, Maintenance Dredging, 40-Foot Project, Cut-55 and Lower Terminal Channel, Duval County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

a. "Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE

DATA.

b. "Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved. Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Project work consists of a Base and one Option for channel maintenance dredging in various locations within the channel of Jacksonville Harbor as defined in the drawings. Excavated material will be placed in Bartram Island Cell F. Work also includes turbidity monitoring, endangered species observers (hopper dredges only) and sea turtle trawl-sweeping (hopper dredges only), dedicated manatee and sea turtle observer (mechanical dredges only), bird monitoring, and disposal area pumpout.

1.2.2 Location

The project is located in Duval County on the northeast coast of Florida in the St. Johns River.

SECTION 01 11 00 Page 2

1.2.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT ( GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.4 Maritime Traffic

Marine Traffic in the project area consists of Naval, cruise ships, commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.5.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. Conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, promptly move

SECTION 01 11 00 Page 3 said plant on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work, promptly remove the plant, including ranges, buoys, piles, and other marks placed under the Contract in navigable waters or on shore.

1.5.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d Survey numbers are indicated on the drawings.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, complete the layout of the work and obtain all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.6.3 Survey

Provide equipment, tools, material, labor for laying out any part of the work from the monuments, control data, and elevations established by the Government. Maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

SECTION 01 11 00 Page 4

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.8 EXISTING WORK

In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

SECTION 01 11 00 Page 5

1.9.1 Contractor Responsibility

The project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. The Contractor shall be responsible for obtaining information concerning rain, wind and wave conditions that could influence safety, hauling and placement operations prior to submitting a proposal or bid.

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and unusually severe weather with the purpose to note impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

1.2.2 NEPA Reference

1.3 REFERENCES

1.4 QUALITY CONTROL

1.5 PERMITS AND AUTHORIZATIONS

1.6 SUBMITTALS

1.7 ENVIRONMENTAL PROTECTION PLAN

1.8 QUALIFICATIONS

1.8.1 Bird Monitoring Qualifications

1.8.2 Dedicated Manatee and Sea Turtle Observer Qualifications

(Clamshell/Mechanical Only)

1.8.3 Endangered Species Observer and Trawl Supervisor

Qualifications (For Hopper Dredges Only)

1.8.4 Sturgeon Protected Species Observer (PSO)

1.9 SUBCONTRACTORS

1.10 NOTIFICATION

1.11 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

3.1.1 General Project Environmental Design and Installation Criteria

3.1.1.1 Sewage-Based Systems Environmental Design and Installation

Criteria

3.1.2 Protection of Land Resources

3.1.2.1 Work Area Limits

3.1.2.2 Unprotected Erodible Soils

3.1.2.3 Contractor Facilities and Other Work Areas

3.1.2.4 Solid Wastes

3.1.2.5 Fuel, Oil, and Lubricants

3.1.2.6 Hazardous Waste

3.1.2.7 Hazardous Materials

3.1.2.8 Disposal of Other Materials

3.1.3 Preservation and Recovery of Historic, Archeological, and

Cultural Resources

3.1.3.1 Applicable Law

3.1.3.2 Known Resources

3.1.3.3 Inadvertent Discoveries

3.1.3.4 Claims for Downtime due to Inadvertent Discoveries

3.1.4 Protection of Water Resources

3.1.4.1 Monitoring of Water Areas

SECTION 01 57 20 Page 1

3.1.4.2 Turbidity

3.1.4.3 Oil, Fuel, and Hazardous Substance Spill Prevention and

Mitigation

3.1.5 Protection of Fish and Wildlife Resources

3.1.5.1 Listed Species Protection

3.1.5.2 Endangered Species Observers (Hopper Dredge Only)

3.1.5.3 Protected Listed Species Sighting Reports

3.1.5.4 Disposition of Endangered or Threatened Species Carcasses

3.1.5.5 Protected Species Summary Report

3.1.5.6 Hopper Dredge Equipment

3.1.5.7 Sea Turtle Trawling and Relocation (For Hopper Dredges

Only)

3.1.5.8 Sturgeon Monitoring (Cutterhead Only)

3.1.5.9 Protection of Migratory Bird Species

3.1.5.10 Protection of Gopher Tortoise (GT) Populations (Gopherus polyphemus)

3.1.6 Protection of Air Resources

3.1.6.1 Particulates

3.1.6.2 Burning

3.1.6.3 Odors

3.1.7 Protection of Sound Intrusions

3.2 POSTCONSTRUCTION CLEANUP

3.3 PRESERVATION AND RESTORATION OF LANDSCAPE AND MARINE VEGETATION

DAMAGES

3.4 INVASIVE AND NUISANCE SPECIES

3.4.1 Prevention of Invasive and Nuisance Species Transfer

3.4.2 Invasive and Nuisance Species Reporting

3.4.2.1 Invasive And Nuisance Species Report

3.5 MAINTENANCE OF POLLUTION CONTROL FACILITIES

3.6 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 01 57 20 Page 2

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

This Section covers prevention of environmental damage as the result of construction operations under this contract and for those measures set forth in other Technical Requirements of these specifications. For the purpose of this specification, environmental damage is defined as the presence of hazardous, physical, chemical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; affect other species, biological communities, or ecosystems; or degrade the quality of the environment for aesthetic, cultural, and/or historical purposes. The control of environmental damage requires consideration of land, water, and air, and includes management of visual aesthetics, noise, solid waste, radiant energy and radioactive materials, as well as other pollutants.

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

There are numerous environmental laws and regulations. At the Federal level, the applicable laws and regulations include compliance with the Clean Water Act (CWA); Clean Air Act (CAA); Coastal Zone Management Act (CZMA); Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA); Endangered Species Act (ESA); Fish and Wildlife Coordination Act (FWCA); Marine Protection, Research, and Sanctuaries Act (MPRSA);

Magnuson-Stevens Fishery Conservation and Management Act (MSFCMA);

National Environmental Policy Act (NEPA); National Historic Preservation Act (NHPA); National Pollutant Discharge Elimination System (NPDES);

Research and Sanctuaries Act (RSA); Native American Graves Protection and Repatriation Act (NAGPRA); Resource Conservation and Recovery Act (RCRA);

Rivers and Harbors Act (R&H); Safe Drinking Water Act (SDWA); Toxic Substance Control Act (TSCA); Wild and Scenic Rivers Act (WSRA); Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA); Marine Mammal Protection Act (MMPA); Migratory Bird Treaty Act (MBTA); Code of Federal Regulations (CFRs); Executive Orders (EO); and, Environmental Protection Agency (EPA) requirements.

1.2.2 NEPA Reference

Commitments for the Contractor made in the NEPA document have been incorporated into these specifications. For additional background information, the NEPA document can be found at the following website:

http://www.saj.usace.army.mil/About/Divisions-Offices/Planning/Environmental-Branch/ Environmental-Documents/

1.3 REFERENCES

Any publication listed below forms a part of this specification to the extent referenced. Publications are referred to in the text by basic

SECTION 01 57 20 Page 3 designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-1-1003 (2011) NAVSTAR Global Positioning System Surveying

1.4 QUALITY CONTROL

Establish and maintain quality control for environmental protection of all items set forth herein. Record on daily quality control reports or attachments thereto, any problems in complying with laws, regulations and ordinances, and corrective action taken.

1.5 PERMITS AND AUTHORIZATIONS

Comply with all requirements under the terms and conditions set out in the following permit(s) and authorization(s) obtained by the Corps of Engineers listed below.

a. Florida Department of Environmental Protection Permit No.

0303186-001-JC; issued Date: May 23, 2012; Expiration Date: May 23, 2022 and modification 0303186-005-JN issued September 16, 2020 .

b. Florida Department of Environmental Protection Operation Permit No. 16-255718-00 1-ES 3-SI ; effective Date: January 13, 2011 June 20, 2013 .

The above permits indicate issuing agency approval of work required by this contract. Permits are available at the following web address:

https://www.saj.usace.army.mil/About/Divisions-Offices/Planning/Environmental-Branch/ Environmental-Compliance/

Obtain and comply with the requirements of all other permits or licenses required for construction of this project in accordance with the Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

Environmental Protection Plan ; G, DO

SD-02 Shop Drawings

Turtle Deflector Device ; G, DO

Weekly Logs/Summary Of FWC Hopper Dredge Reports ; G, DO

SD-06 Test Reports

Protected Listed Species Sighting Reports ; G, DO

SECTION 01 57 20 Page 4

SD-07 Certificates

Bird Monitoring Qualifications ; G, DO

Dedicated Manatee and Sea Turtle Observer Qualifications (Clamshell/Mechanical Only); G, DO

Endangered Species Observer and Trawl Supervisor Qualifications (For Hopper Dredges Only) ; G, DO

Sturgeon Protected Species Observer (PSO)(Cutterhead Only) ; G, DO

SD-11 Closeout Submittals

Protected Species Summary Report ; G, DO

Logs/Summary Of Bird Nesting Monitoring Report ; G, DO

Comprehensive Trawl Sweeping Daily Logs ; G, DO

Endangered Species Observer Program Final Report ; G, DO

Invasive And Nuisance Species Report ; G, DO

1.7 ENVIRONMENTAL PROTECTION PLAN

Submit a draft Environmental Protection Plan no later than 5 calendar days after Notice to Proceed for review and acceptance by the Contracting Officer. The Government will consider an interim plan for the first 30 days of operations. However, furnish an acceptable final plan no later than 30 calendar days after receipt of Notice to Proceed. Acceptance of the plan will not relieve the Contractor of their responsibility for adequate and continuing control of pollutants and other environmental protection measures. Acceptance of the plan is conditional and predicated on satisfactory performance during construction. The Government reserves the right to require the Contractor to make changes to the Environmental Protection Plan or operations if the Contracting Officer determines that environmental protection requirements are not being met. No physical work at the site shall begin prior to acceptance of the plan or an interim plan covering the work to be performed.

The EPP shall have a Table of Contents. Pages of the EPP shall be numbered, including appendices. Sections of the plan and all appendices shall be indexed in the table of contents. The Environmental Protection Plan shall include but not be limited to the following:

a. A list of Federal, State, and local laws, regulations, and permits concerning environmental protection, pollution control, and abatement that are applicable to the proposed operations and the requirements imposed by those laws, regulations, and permits.

b. Methods for protection of features to be preserved within authorized work areas. Prepare a listing of methods to protect resources needing protection, i.e., trees, shrubs, vines, grasses and ground cover, landscape features, air and water quality, fish and wildlife, soil, historical, archeological, and cultural resources.

c. Procedures to be implemented to provide the required environmental protection and to comply with the applicable laws and regulations.

SECTION 01 57 20 Page 5

Provide written assurance that immediate corrective action will be taken to correct pollution of the environment due to accident, natural causes, or failure to follow the procedures set out in accordance with the environmental protection plan.

d. A permit or license for and the location of the solid waste disposal area.

e. Drawings showing locations of any proposed temporary excavations or embankments for haul roads, stream crossing, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials.

f. Environmental monitoring plans for the job site, including land, water, air, and noise monitoring.

g. Traffic control plan.

h. Methods of protecting surface and ground water during construction activities.

i. Spill prevention. Specify all potentially hazardous substances to be used on the job site and intended actions to prevent accidental or intentional introduction of such materials into the air, ground, water, wetlands, or drainage areas. Specify the provisions to be taken to meet Federal, State, and local laws and regulations regarding labeling, storage, removal, transport, and disposal of potentially hazardous substances. List the Corps environmental POC's with phone numbers and email addresses. Specify that the contractor will notify the Corps Environmental Branch POC's by phone the same day any spill if possible or no later than the morning of the next day(to include weekends).

j. Spill contingency plan for hazardous, toxic, or petroleum material.

There must a secondary containment (110% of full tank capacity) for any fuel storage tanks (including pumps/generators). Fuel storage tanks must have over head cover to prevent rainwater from entering the secondary containment. The spill response material quantity must be sufficient to absorb/contain the maximum expected fuel storage.

k. Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Include measures for marking the limits of use areas.

l. Include a statement as to the person who will be responsible for implementation of the Environmental Protection Plan. The Contractor personnel responsible shall report directly to the Contractor's top management and shall have the authority to act for the Contractor in all environmental protection matters.

m. Recycling and Waste Management Plan. Executive Order 12873 of 20 October 1993 requires a number of considerations in planning a project. Fallen trees should not be burned or buried to the maximum extent practical. Mulching, composting, and other uses for trees should be considered.