B.08.02 GROUP1-18-R-J016, Jax Harbor Talleyrand.pdf

PDF 4 MB Posted Apr 21, 2020

Attached to: Jacksonville Harbor, Maintenance Dredging, 40-Foot Project Lower Terminal Channel, Duval County, Florida
Solicitation number: GROUP1-18-R-J016
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
B.08.03 Revision 0001, Jax Harbor Talleyrand (27 Apr 20).pdf	PDF	Apr 27, 2020
B.08.03 Revision 0001, GDR, Jax Harbor Talleyrand.pdf	PDF	Apr 27, 2020
B.08.02 Plans, Jax Harbor Talleyrand.pdf	PDF	Apr 21, 2020
B.08.02 GDR, Jax Harbor Talleyrand.pdf	PDF	Apr 21, 2020

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GROUP1-18-R-J016

Jacksonville District

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

Duval County, Florida

Construction Solicitation and Specifications Task Order

21 APRIL 2020

Jacksonville Harbor, Maintenance Dredging GROUP1-18-R-J016 40-Foot Project, Lower Terminal Channel

DESIGN AUTHENTICATION

This project was designed by the Jacksonville District, U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

WILLIAM L. REILLY, P.E.

CHIEF, WATERWAYS SECTION

DESIGN BRANCH, ENGINEERING DIVISION

DENNIS J. ZEVENEY, P.E.

CHIEF, GEOSYSTEMS BRANCH

ENGINEERING DIVISION

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

ENGINEERING DIVISION

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

NEVES.MICHAE

L.P.1392765405

Digitally signed by

NEVES.MICHAEL.P.139276540

Date: 2020.04.07 12:54:22 -04'00'

ZEVENEY.DENNIS.J.1

249349085

Digitally signed by

ZEVENEY.DENNIS.J.1249349085

Date: 2020.04.08 15:57:49 -04'00'

ROBAR.DAVID.JAME

S.1243844050

Digitally signed by

ROBAR.DAVID.JAMES.1243844050

Date: 2020.04.08 16:22:28 -04'00'

WIGNER.WILLIAM.

KEITH.1230084617

Digitally signed by

WIGNER.WILLIAM.KEITH.12300

84617 Date: 2020.04.10 13:25:48 -04'00'

A DDENDUM TO THE STANDARD FORM 1442

Jacksonville Harbor, Maintenance Dredging, 40-Foot Project 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:

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.

E VALUATION: 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

S UBMISSION 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).

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 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 the offeror “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.

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, Attachment 8, Paragraph 2.4.3, 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. NAME: Joseph Sherwood

EMAIL ADDRESS: Joseph.D.Sherwood@usace.army.mil

B. TELEPHONE NO.: 904-232-2158

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: The project work consists of channel maintenance dredging in various locations within the Lower Terminal Channel of Jacksonville Harbor. Excavated material will be placed in Bartram Island Cell A.

Work also includes turbidity monitoring, endangered species observers (hopper dredges only) and sea turtle trawl-sweeping (hopper dredges only).

DESCRIPTON OF WORK: Refer to Section 01 11 00 for complete description.

MAGNITUDE OF CONSTRUCTION: Between $1,000,000 and $5,000,000.

THIS SOLICITATION IS FOR GROUP 1 - UNRESTRICTED

YOU MUST BE REGISTERED IN SAM IN ORDER TO RECEIVE AN

AWARD FROM THIS NOTICE OF INTENT. THE SAM WEBSITE IS

LOCATED AT WWW.SAM.GOV.

THE NAICS CODE FOR THIS NOTICE OF INTENT IS 237990 AND THE

SMALL BUSINESS SIZE STANDARD IS $27.5 MILLION.

Block 11 -- The Contractor shall begin performance within 120 calendar days and complete it within 60 calendar days after receiving notice to proceed. This performance period is mandatory. (See FAR Clause 52.211-10 in Section 00700).

Block 12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED

PERFORMANCE AND PAYMENT BONDS: YES

Block 12B. PAYMENT BONDS DUE WITHIN 10 CALENDAR DAYS AFTER AWARD.

mailto:Joseph.D.Sherwood@usace.army.mil http://www.sam.gov/

Block 13 ADDITIONAL SOLICITATION REQUIREMENTS:

A. Offer to perform the work required are due electronically at the following email address(s) by 2:00 PM, local time 4 May 2020 to joseph.d.sherwood@usace.army.mil and a carbon copy (cc) shall be sent to tedra.n.thompson@usace.army.mi and griselle.gonzalez@usace.army.mil

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

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the Notice 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, 16, 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 different 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 the offers are due.

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

mailto:joseph.d.sherwood@usace.army.mil mailto:tedra.n.thompson@usace.army.mi mailto:griselle.gonzalez@usace.army.mil

Block 19. ACKNOWLEDGMENT OF REVISIONS

(The offeror acknowledges receipt of revisions to the notice of intent -- give number and date of each)

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: Jacksonville Resident Office

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

JACKSONVILLE HARBOR, MAINTENANCE DREDGING

40-FOOT PROJECT, LOWER TERMINAL CHANNEL

DUVAL COUNTY, FLORIDA

GROUP1-18-R-J016 00010A-1

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION JOB $_______________

0002 EXCAVATION, UNCLASSIFIED

LOWER TERMINAL CHANNEL

(ESTIMATED QUANTITY, SEE NOTE 1) 167,000 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 BID (LINE ITEMS 0001 THROUGH 0011) $_______________

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 SHALL NOT PERFORM

WORK IN EXCESS OF THE TOTAL ESTIMATED QUANTITY GIVEN FOR EACH CLIN.

(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

SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(5) NESTING SEASON SURVEYS SHALL BEGIN ON APRIL 1 OR 10 DAYS PRIOR TO COMMENCEMENT OF WORK (INCLUDING SURVEYING ACTIVITIES), WHICHEVER IS LATER, AND SHALL 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 SHALL BE UTILIZED ONLY DUE TO THE PRESENCE OF ENDANGERED SPECIES IN THE IMMEDIATE AREA OF THE DREDGING OPERATIONS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER. STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS.

PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING

OFFICER. SEE SECTION 01 22 00 MEASUREMENT AND PAYMENT AND SECTION 01 57 20 ENVIRONMENTAL

PROTECTION.

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

CONTRACTING OFFICER. SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

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) 28 April 2020, 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-J016

The Bidder Inquiry Key is: 5UXH4N-BBN245

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.

THE FOLLOWING PAGES CONTAIN ADDENDUMS

TO SPECIFIC SECTIONS OF THE ORIGINAL SOLICITATION

NUMBER W12EP18R0029

THESE ADDENDUMS ARE ONLY APPLICABLE TO THIS SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP1-18-R-J016

TASK ORDER PROJECT TITLE:

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

NOTICE TO OFFERORS: The information on the following pages is provided for the various clauses and/or paragraphs which require information to be filled in (when applicable) on each Request for Proposal for Task Orders issued under the awarded contracts. All applicable clauses, terms and conditions contained in the original solicitation and subsequently awarded contracts become part of each Task Order.

GROUP1-18-R-J016 Clause Addendum-1

ADDENDUM TO SECTION 00100, INSTRUCTIONS TO OFFERORS THE REQUIRED

FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00100, ARE HEREBY

PROVIDED:

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE

EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each

Goals for female participation for each

22.2%

6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade.

The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of$10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Duval County.

(End of provision)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) (ALTERNATE I) (FEB

1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Due to social distancing requirements, a site visit may be scheduled. In lieu of a physical site visit, the field office may choose to host a virtual site visit. In the event a site visit is scheduled, the format, date, time, and location will be added via amendment. Potential offeror or quoters may access the site at their own accord and conduct their own investigations without prior coordination with USACE. However, anyone visiting the Bartram Island portion of the project must contact JAXPORT Security Operations Center at 904-357-3360 prior to visiting the island. Questions or clarifications arising from such investigations must be submitted in accordance

SECTION 00010A, INSTRUCTIONS FOR TECHNICAL INQUIRIES AND

QUESTIONS.

(c) Should a site visit occur, a memorandum summarizing the visit may be posted to the GPE website (Beta.sam.gov) under the solicitation number. This posting will be strictly for informational purposes only. The memorandum will not become a part of the solicitation. If the solicitation needs to be changed as a result of information obtained during the site visit, a written amendment will be made available to all registered vendors. Questions regarding any information given in the memorandum must be directed to the person whose name appears in item 9 of the Addendum to the Standard Form 1442.

(End of provision)

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 6 0 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 1 20 calendar days after the Contractor receives the notice to proceed. 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 $2,957.00 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.

(End of clause)

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;

(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.

(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 Lower Terminal Channel, Duval County, Florida

ADDENDUM TO SECTION 00800, SPECIAL REQUIREMENTS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00800 ARE

HEREBY PROVIDED:

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS

The award decision for this contract was based, in part, on an evaluation of the personnel and/or subcontractors the Contractor included in its proposal for the positions and/or items of subcontracted work identified at the end of this paragraph. The Contractor agrees these personnel and/or subcontractors will be employed as described in its proposal and no substitutes will be employed without prior written approval of the Contracting Officer or Administrative Contracting Officer. The Contractor further agrees that any proposed substitutes shall meet or exceed the qualifications of the original personnel and/or subcontractors. If the Contractor’s proposal did not name a subcontractor for an identified item of work, the Contractor will not be allowed to subcontract that item of work without prior approval of the Contracting Officer or Administrative Contracting Officer. The limitations described herein shall apply to the following: plant and equipment.

(End of Local Clause)

ADDENDUM TO SECTION 00800A, WAGES DETERMINATIONS AND OTHER

ATTACHMENTS

THE FOLLOWING WAGES RATES ARE HEREBY INCORPORATED INTO THIS TASK

ORDER:

LIST OF CONSTRUCTION CONTRACT ATTACHMENTS

No. TITLE DATE NO. OF

PAGES

1 General Decision Number FL20200002 01/03/2020 5 2 General Decision Number FL20200003 01/03/2020 4 2

GROUP1-18-R-J012 00800A-1

NOTE NOTE NOTE

THIS PROJECT INCORPORATES THE STATEWIDE HEAVY DREDGING AND HOPPER DREDGING

WAGE DECISIONS FOR FLORIDA

EXECUTIVE ORDER (EO) 13658 ESTABLISHES AN HOURLY MINIMUM WAGE OF

$10.60 FOR 2019 THAT APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-BACON ACT

FOR ALL HOURS PERFORMED ON THE CONTRACT IN CALENDAR YEAR 2019.

EFFECTIVE 01 JANUARY 2020, THE HOURLY MINIMUM WAGE WILL INCREASE TO

$10.80.

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE WAGE DECISIONS

FURNISHEDFOR THIS PROJECT, PLEASE CONTACT:

FRAN RUSSELL, OFFICE OF COUNSEL, JACKSONVILLE DISTRICT, U.S. ARMY

CORPS OF ENGINEERSAT fran.g.russell@usace.army.mil

GROUP1-18-R-J012 00800A-2

mailto:fran.g.russell@usace.army.mil

"General Decision Number: FL20200002 01/03/2020

Superseded General Decision Number: FL20190002

State: Florida

Construction Type: Heavy Dredging

Counties: Florida Statewide.

Dredging Construction Projects FLORIDA (Excluding West of the Aucilla River and its tributary waterways)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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 $10.80 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 2020. 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 01/03/2020

* ENGI0025-002 10/01/2019

Rates Fringes

Dredging : (Hydraulic Dredges Over 20"") CLASS A1....................$ 40.31 17.71+a CLASS A2....................$ 35.92 17.71+a CLASS B1....................$ 34.86 17.71+a CLASS B2....................$ 32.82 17.71+a CLASS C1....................$ 31.92 17.61+a CLASS C2....................$ 30.89 17.61+a CLASS D.....................$ 25.66 17.51+a

Hydraulic Dredges Under 20"" Cook........................$ 8.11 1.73+b Deckhand....................$ 7.77 1.73+b Engineer....................$ 9.59 1.73+b Launchman...................$ 8.19 1.73+b Leverman....................$ 10.03 1.73+b Mate........................$ 8.82 1.73+b Mess Cook...................$ 7.71 1.73+b Messman & Janitor...........$ 7.53 1.73+b Oiler & Fireman.............$ 8.11 1.73+b Shoreman....................$ 7.82 1.73+b Spider Barge Operator.......$ 8.68 1.73+b Spill Barge Operator........$ 8.68 1.73+b Welder......................$ 9.79 1.73+b

CLASSIFICATIONS:

CLASS A1: Deck Captain, Leverman, Mechanical Dredge Operator.

Licensed Tug Operator over 1000 HP CLASS A2: Crane Operator (360 swing) CLASS B1: Derrick Operator (180 swing), Spider/Spill Barge Operator, Timber Fork Operator, Dozer Operator, Engineer, Blaster/Driller, Fill Placer, Electrician, Licensed Boat Operator, Licensed Crew Boat Operator.

CLASS B2: Certified Welder.

CLASS C1: Mate, Drag Barge Operator, Welder, Assistant Fill Placer, Steward.

CLASS C2: Boat Operator.

CLASS D: Shoreman, Deckhand, Rodman, Scowman, Cook, Messman, Oiler, Janitor, Drill Oiler

PREMIUMS: Additional 20% for hazardous material work

FOOTNOTE APPLICABLE TO ABOVE CRAFTS:

a. New Year's Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day.

Vacation Contribution of 8% of straight time rate multiplied by the total hours worked.

b. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day. Plus Vacation contribution of 8% of straight time pay for all hours worked.

INCENTIVE PAY : (Add to Hourly Rate)

Operator (NCCCO License/Certification) $1.80; Licensed Tug Operator over 1000 HP (Assigned as Master) USCG licensed Master of Towing Vessels (MOTV) $1.80; Licensed Boat Operator (assigned as lead boat captain) USCG licensed boat operator $1.30; Engineer (QMED and Tankerman endorsement or licensed engineer (USCG) $1.80; Oiler QMED and Tankerman endorsement (USCG) $1.80; All classifications Tankerman endorsement only (USCG) $1.55; Deckhand or Mater AB w/Lifeboatman only (USCG) $1.80; Welder (ABS certification) $1.55

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 200 Constitution Avenue, N.W.

Washington, DC 20210

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 200 Constitution Avenue, N.W.

Washington, DC 20210

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

END OF GENERAL DECISION

"General Decision Number: FL20200003 01/03/2020

Superseded General Decision Number: FL20190003

State: Florida

Construction Types: Heavy Dredging

Counties: Florida Statewide.

HOPPER DREDGE CONSTRUCTION PROJECTS

Modification Number Publication Date 0 01/03/2020

SUFL1993-010 05/24/1993

Rates Fringes

Self-Propelled Hopper Dredge Drag Tenders................$ 8.21

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

Union Rate Identifiers

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

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

Union Average Rate Identifiers

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

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

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

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 200 Constitution Avenue, N.W.

Washington, DC 20210

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

END OF GENERAL DECISION

Jacksonville Harbor, Maintenance Dredging

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES (SEE BASE MATOC)

01 32 01.10 PROJECT SCHEDULE (Alternate) (SEE BASE MATOC)

01 33 00 SUBMITTAL PROCEDURES (SEE BASE MATOC)

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING (SEE BASE MATOC)

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS (SEE BASE MATOC)

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) (SEE

BASE MATOC)

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY

CONTROL (SEE BASE MATOC)

01 50 02 TEMPORARY CONSTRUCTION FACILITIES (SEE BASE MATOC)

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: USACE JHFO ARP

PID: BBGL18

Stamping: N/A Stability: Monuments of questionable or unknown reliability

Setting: Unspecified setting Description: Station is located in Jacksonville, Florida at the US Army Corps of Engineers District

Warehouse. Station is operated by the USACE Jacksonville District Hydrographic Survey Section. Station is located approximately 30 feet high at the top of an aluminum latter mounted to the NE corner of the district warehouse, 70' West of the NW corner of the USACE boat slip and 10' South of the chain link fence running the North side of the USACE property line.

SECTION 00 31 21 Page 2

DESIGNATION - 872 0215 TIDAL 2

PID - BC0274

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: TIDAL STATION DISK

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: CULVERT HEADWALL

STAMPING: NO 2 1958

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 24, 2004

HISTORY - Date Condition Report By

HISTORY - 1958 MONUMENTED CGS

HISTORY - 20040624 GOOD FLDEP

STATION DESCRIPTION (2004)

THE MARK IS IN JACKSONVILLE, IN SEC. 55, T1S, R27E, TALLAHASSEE MERIDIAN.

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH MAIN

STREET) AND HECKSCHER DRIVE (STATE ROAD 105) ONTHE NORTH SIDE OF

JACKSONVILLE, GO EAST ON HECKSCHER DRIVE FOR 0.6 MI TO THE JUNCTION OF

SOMMERS ROAD ON THE RIGHT, TURN RIGHT ON SOMMERS ROAD AND GO SOUTH AND

EAST FOR 0.6 MI TO THE ENTRANCE TO THE U.S. NAVY FUEL DEPOT, CONTINUE EAST

ON SOMMERS ROAD FOR 0.5 MI TO THE JUNCTION OF FOURTH STREET ON THE RIGHT,

TURN RIGHT ON FOURTH STREET AND GO SOUTH FOR 0.2 MI TO THE MARK ON THE

LEFT, SET FLUSH IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL

OF A CULVERT UNDER A-ROAD, ABOUT LEVEL WITH FOURTH STREET.

LOCATED 73.0 FT NORTH OF SURVEY MARK OIL 3, 28.5 FT NORTH-NORTHEAST OF THE

CENTERLINE OF A-ROAD, 23.4 FT EAST OF THE CENTERLINE OF FOURTH STREET AND

1.0 FT WEST OF A CARSONITE WITNESS POST.

NOTE THIS PROPERTY IS A RESTRICTED AREA AND PERMISSION MUST BE OBTAINED AT

THE ENTRANCE GATE PROIR TO ACCESS.

SECTION 00 31 21 Page 3

Designation: 872 0242 A

PID: BBBZ31

Stamping: 0242 A 1995 Setting: Stainless steel rod without sleeve (10FT+ or 3.048M+)

Description: Located in Jacksonville, FL (Duval Co.) at the U.S. Army Corps of Engineers District Warehouse Facility at 3077 Talleyrand Ave.

To reach from the intersection of Main St. (U.S. 17) and 21st St., go east on 21st St. 1.7 miles to Talleyrand Ave. Turn right and then make an immediate left into the USACE District Warehouse Facilty.

Proceed east through gate to the east side of the warehouse at the St. Johns River and station location.

Station is located at the northeast corner of boat slip.

Observed: 2010-06-29T11:39:00Z Source: OPUS - page5 1209.04

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. Reference 6 March 2020 CESAJ-EN-DW memorandum (email coordination) requesting a WSR in preparation of P&S for the subject project.

2. The following water stage, wind, wave, and weather data are provided for inclusion into the subject P&S. The water level datums provided here are for information only and are not for use in conjunction with any contract-related hydrographic surveying.

a) Water Stages. Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations from the Atlantic Ocean, but could also be affected by riverine influences from the St. Johns River. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms may affect the area any time of the year.

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and Table 1 and 2. These data are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 – 2001 and are based on a controlling tide station near Mayport, Florida (NOAA Tide Station 8720220). Additional tidal data on stations in the vicinity of the subject project area can be found at the following website:

https://tidesandcurrents.noaa.gov/map/index.html?region=Florida.

The elevations in Table 1 were taken from NOAA’s Tide Station 8720242 (Longbranch, FL).

These datums are based on a 12-month analysis from March 2002 – February 2003 from a gauge on the St. Johns River, which is roughly 0.1 miles (mi) west of the project area.

The elevations in Table 2 were taken from NOAA’s Tide Station 8720219 (Dames Point, FL).

These datums are based on a 12-month analysis from January 2014 – December…

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File details come from the government source that posted it. Updated Apr 22, 2020.