G4J033Specs_JaxHarborMDFY17.pdf

PDF 8 MB Posted Dec 7, 2016

Attached to: Jacksonville Harbor Maintenance Dredging, 40-Foot Project, Bar Cut-3 Through Cut-9, Duval County, Florida
Solicitation number: GROUP4-10-R-J033
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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GROUP4-10-R-J033 Specifications

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File	Type	Posted
Preproposal_Teleconference_Minutes.pdf	PDF	Dec 16, 2016
35_20_23.pdf	PDF	Dec 16, 2016
Revision0003.pdf	PDF	Dec 16, 2016
Site_Visit_Memo.pdf	PDF	Dec 16, 2016
BUCKC-07rev0003.pdf	PDF	Dec 16, 2016
Revision0002.pdf	PDF	Dec 9, 2016
Revision0001.pdf	PDF	Dec 9, 2016
Jax_Harbor_MD_FY17.pdf	PDF	Dec 7, 2016
Jax_Hbr_FY17_ECI.pdf	PDF	Dec 7, 2016

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GROUP4-10-R-J033

US Army Corps of Engineers Jacksonville District

Jacksonville Harbor Maintenance Dredging, 40-Foot Project, Bar Cut-3 Through Cut-9, Duval County, Florida

Construction Solicitation and Specifications Volumes 1 and 2

ISSUE DATE: 05 December 2016

GROUP4-10-R-J033 SF 1442-A1

ADDENDUM TO THE STANDARD FORM 1442

Jacksonville Harbor, Maintenance Dredging, 40-Foot Project, Bar Cut-3 Through Cut-9, Duval County, Florida

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO

THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER

SOLICITATION NUMBER

W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003);

Cavache, Inc. (W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13-D-0005); Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP- 13-D-0007); Dutra Dredging Company (W912EP-13-D-0008); Marinex Construction, Inc. (W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13-D-0010); Mike Hooks, Inc. (W912EP-13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012); Southern Dredging Co., Inc. (W912EP-13-D-0013);

Manson Construction Company (W912EP-13-D-0014); C. F. Bean LLC

(W912EP-13-D-0015) PROPOSALS WILL NOT BE CONSIDERED FROM ANY

ENTITY OTHER THAN THE PREVIOUSLY LISTED FIRMS INCLUDED IN THE

Group 4 Dredging MATOC Pool.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

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

(2) Past performance, to include the MATOC (The government reserves the right to obtain copies of all Contractor Performance Assessment Reporting System (CPARS) records contained in the US Army Corps of Engineers CPARS database for the Prime Contractor (Offeror) and all Major Sub- Contractors).

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) A letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

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

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

GROUP4-10-R-J033 SF 1442-A2

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

(5) Revisions – Offers must acknowledge receipt of this Revision by completing “Notice to Offerors--Blocks 14, 15 and 20” of each revision.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK

ORDER:

Block 9 -- For additional information contact:

Susan Forchette 904-232-2158 Susan.j.forchette@usace.army.mil.

Block 10 -- Magnitude of Construction is between $1,000,000.00 and $5,000,000.00.

Block 11 -- The Contractor shall begin performance within 45 calendar days and complete it within 79 calendar days after receiving notice to proceed. This performance period is mandatory. NOTE: If there are optional line items, refer to FAR 52.211-10 for breakdown of period of performance.

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

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than 20 December 2016 at 3:00 PM

EST.

USA Engineer District Jacksonville Contracting Division 701 San Marco Blvd.

Jacksonville, Florida 32207- 8175

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

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

DUNS: __________________ CAGE: _____________________

Block 15 -- Telephone No. (include area code): _____________________ mailto:Susan.j.forchette@usace.army.mil

GROUP4-10-R-J033 SF 1442-A3

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print _______________________________________________

Signature: _______________________________________________ e-Mail: _______________________________________________

Offer Date: _______________________________________________

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

North Florida Area Office Boulevard Center Drive Suite 201 Jacksonville, FL 32207

PH: (904) 232-3086

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

GROUP4-10-R-J033 00010A-A1

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 MOBILIZATION AND DEMOBILIZATION 1 LUMP SUM $____________

0002 EXCAVATION, UNCLASSIFIED 192,000 CUBIC YARD $____________ $____________

BAR CUT-3 STA. 224+00 TO CUT-9 STA. 15+00

TO 40 FT PLUS 2 FT ALLOWABLE

OVERDEPTH (Estimated Quantity, See Note 1)

0003 TURBIDITY MONITORING 1 LUMP SUM $____________

0004 ENDANGERED SPECIES MONITORING 1 LUMP SUM $____________

(HOPPER DREDGES ONLY)

0005 DEDICATED MANATEE AND SEA TURTLE 1 LUMP SUM $____________

OBSERVER (CLAMSHELL DREDGING ONLY)

0006 ENDANGERED SPECIES STANDBY TIME 24 HOUR $____________ $____________

(See Note 5)

MOBILIZATION AND DEMOBILIZATION FOR

NON-CAPTURE SEA TURTLE TRAWL 1 LUMP SUM $____________

SEA TURTLE NON-CAPTURE TRAWL

SWEEPING 50 DAYS $____________ $____________

TOTAL (ITEMS 0001 THROUGH 0008) $____________

NOTES:

JACKSONVILLE HARBOR MAINTENANCE

DREDGING, 40-FOOT PROJECT BAR CUT-3

THROUGH CUT-9 DUVAL COUNTY, FLORIDA

(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 WITHOUT PRIOR

APPROVAL OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER AT LEAST ONE WEEK PRIOR TO THE ANTICIPATED DATE THAT THE ESTIMATED QUANTITY

MAY BE EXCEEDED. ACTUAL QUANTITIES MAY VARY.

(2) ALL OFFERS MUST BE FOR THE ENTIRE WORK AND MUST HAVE EACH BLANK SPACE COMPLETED.

(3) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS (SF 1442, SECTION 00010A, SECTION 00101 AND BID GUARANTEE) COULD RENDER YOUR BID NON-RESPONSIVE. SEE

PARAGRAPH 999.214-4018 OF SECTION 00100. SEE CLAUSE 52.214-18 PREPARATION OF BIDS--

CONSTRUCTION OF SECTION 00100.

(4) AN ENDANGERED SPECIES OBSERVER IS REQUIRED FOR A HOPPER DREDGE ONLY. A

DEDICATED MANATEE OBSERVER IS REQUIRED FOR CLAMSHELL DREDGING ONLY.

(5) ENDANGERED SPECIES STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN

OPERATION BY REQUEST OF THE CONTRACTING OFFICER OR THE CONTRACTING OFFICER'S

REPRESENTATIVE. STAND-BY TIME SHALL BE UTILIZED ONLY DUE TO THE PRESENCE OF

ENDANGERED SPECIES IN THE IMMEDIATE AREA OF THE DREDGING OPERATIONS, BUT NOT DUE TO ADVERSE WEATHER CONDITIONS. THIS LINE ITEM IS NOT SUBJECT TO THE VARIATION IN ESTIMATED QUANTITY CLAUSE, AND PAYMENT WILL ONLY BE MADE FOR THE ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER. SEE SECTION 01 22 00 MEASUREMENT AND PAYMENT AND SECTION

01 57 20 ENVIRONMENTAL PROTECTION.

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

GROUP4-10-R-J033 00010A-A2

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) 16 December 2016, 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.

Approved answers to all timely questions will also be posted on the FedBizOps in the form of a report generated from ProjNet as soon as the comment/question entering period is over and all answers are all finalized.

The Solicitation Number is: GROUP4-10-R-J033

The Bidder Inquiry Key is: B39UH5-CPA97F

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.

GROUP4-10-R-J033 00010A- A3

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.

GROUP-10-R-J033 Clause Addendum-1

THE FOLLOWING PAGES CONTAIN ADDENDUMS TO SPECIFIC

SECTIONS OF THE ORIGINAL SOLICITATION

NUMBER W12EP-10-R-0026

THESE ADDENDUMS ARE ONLY APPLICABLE TO

THIS SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP4-10-R-J033

TASK ORDER PROJECT TITLE:

JACKSONVILLE HARBOR MAINTENANCE

DREDGING, 40-FOOT PROJECT,

BAR CUT-3 THROUGH CUT-9

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.

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

21.8% 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

00100-A1 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, Florida.

(End of provision)

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

1995) (CESAJ ADAPTATION)

(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) An organized site visit has been scheduled for – 13 December at 10:00 AM

EST.

(d) Participants should call Gavin Jackson (904-304-7705) on or before 12 December 2016 to make arrangements.

(e) Core borings are available. (If available, follow the instructions in the Physical Data paragraph in Section 00 31 32 of individual request for proposals issued for task orders under this contract to make arrangements to inspect the borings.

Failure to follow the instructions may result in a delay ranging in duration from

00100-A2 one hour to 4 days.)

(f) After the site visit, a memorandum summarizing the visit may be posted to the appropriate website 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)

00100-A3

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 79 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 $2,091 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)

00700-A1

GROUP4-10-R-J033 00700-A2

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.

GROUP4-10-R-J033 00700-A3

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

Title File

PLANSJACKSONVILLE HARBOR

MAINTENANCE DREDGING.

40-FOOT PROJECT, BAR

CUT-3 THROUGH CUT-9

DUVAL COUNTY, FLORIDA

(End of clause)

Drawing Index

Index Number G-02

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 paragraph number 999.215-4001)

GROUP4-10-R-J033 00800-A1

GROUP 4-10-R-J033 00800A-A1

SECTION 00800A

WAGES DETERMINATIONS AND OTHER

ATTACHMENTS

THE FOLLOWING WAGES RATES ARE HEREBY INCORPORATED INTO

THIS CONTRACT:

No. TITLE DATE NO. OF PAGES

1 NOTE 1

2 General Decision FL160002 (FL2) 01/08/2016 4 3 General Decision FL160003 (FL3) 01/08/2016 3 4 General Decision FL160154 (FL154) 08/05/2016 4

GROUP 4-10-R-J033 00800A-A2

NOTE NOTE NOTE

THIS PROJECT INCORPORATES HEAVY CONSTRUCTION AND HEAVY DREDGING

WAGE DETERMINATIONS FOR DUVAL COUNTY, FLORIDA

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

$10.15 FOR 2016 THAT APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-

BACON ACT FOR WHICH THE SOLICITATION IS ISSUED ON OR AFTER JANUARY 1,

2016.

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE WAGE

DECISIONS FURNISHED FOR THIS PROJECT, PLEASE CONTACT:

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

OF ENGINEERS AT 904-232-3761, FAX 904-232-1954.

General Decision Number: FL160002 01/08/2016 FL2

Superseded General Decision Number: FL20150002

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 $10.15 for calendar year 2016 applies to all contracts subject to the Davis‐Bacon Act for which the 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 $10.15 (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 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016

* ENGI0025‐002 10/01/2014

Rates Fringes

Dredging : (Hydraulic Dredges Over 20") CLASS A.....................$ 35.63 12.39+a CLASS B1....................$ 30.81 12.00+a CLASS B2....................$ 29.01 11.86+a CLASS C1....................$ 28.22 11.55+a CLASS C2....................$ 27.30 11.47+a CLASS D.....................$ 22.68 10.85+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 A: Leverman, Operator.

CLASS B1: Licensed Tug Operator over 1000 HP, Derrick Operator, Spider/Spill Barge Operator, Timber Fork Operator, Dozer Operator, Engineer, Blaster/Driller, Fill Placer, Electrician.

GROUP4-10-R-J033 00800A-A3

CLASS B2: Licensed Boat Operator, 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.

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) $0.50; Licensed Tug Operator over 1000 HP (Assigned as Master) USCG licensed Master of Towing Vessels (MOTV) $1.00; Licensed Boat Operator (assigned as lead boat captain) USCG licensed boat operator $0.50; Engineer (QMED and Tankerman endorsement or licensed engineer (USCG) $0.50; Oiler QMED and Tankerman endorsement (USCG) $0.50; All classifications Tankerman endorsement only (USCG) $0.50; Deckhand or Mater AB w/Lifeboatman only (USCG) $0.25; Welder (ABS certification) $0.50

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

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

00800A-A4 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

GROUP4-10-R-J033 00800A-A5

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

GROUP4-10-R-J033 00800A-A6

General Decision Number: FL160003 01/08/2016 FL3

Superseded General Decision Number: FL20150003

State: Florida

Construction Types: Heavy Dredging

Counties: Florida Statewide.

HOPPER DREDGE CONSTRUCTION PROJECTS

Modification Number Publication Date 0 01/08/2016

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

GROUP4-10-R-J033 00800A-A7

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

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

GROUP4-10-R-J033 00800A-A8

* 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

GROUP4-10-R-J033 00800A-A9

General Decision Number: FL160154 08/05/2016 FL154

Superseded General Decision Number: FL20150154

State: Florida

Construction Type: Heavy

County: Duval County in Florida.

HEAVY CONSTRUCTION PROJECTS (Including Sewer and Water Lines)

Modification Number Publication Date 0 01/08/2016 1 04/01/2016 2 08/05/2016

ELEC0177‐002 11/30/2015

Rates Fringes

ELECTRICIAN......................$ 26.49 11.23

ENGI0673‐010 05/01/2013

Rates Fringes

OPERATOR: Oiler.................$ 19.52 9.05

* IRON0597‐005 04/01/2016

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 24.00 9.40

LABO0517‐002 05/01/2014

Rates Fringes

LABORER: Grade Checker..........$ 18.35 6.45

PAIN0164‐006 08/01/2014

Rates Fringes

PAINTER: Brush, Roller and Spray............................$ 19.50 8.83

SUFL2009‐150 06/24/2009

GROUP4-10-R-J033 00800A-A10

Rates Fringes

CARPENTER........................$ 15.92 0.00

CEMENT MASON/CONCRETE FINISHER...$ 13.23 2.15

LABORER: Common or General......$ 9.84 1.74

LABORER: Landscape..............$ 7.25 0.00

LABORER: Pipelayer..............$ 12.38 1.31

LABORER: Power Tool Operator (Hand Held Drills/Saws, Jackhammer and Power Saws Only)............................$ 10.63 2.20

OPERATOR: Asphalt Paver.........$ 11.59 0.00

OPERATOR: Backhoe Loader Combo............................$ 16.10 2.44

OPERATOR: Backhoe/Excavator.....$ 12.94 1.49

OPERATOR: Bulldozer.............$ 13.40 1.19

OPERATOR: Crane.................$ 25.00 0.00

OPERATOR: Grader/Blade..........$ 16.00 2.84

OPERATOR: Loader................$ 11.31 2.02

OPERATOR: Mechanic..............$ 14.32 0.00

OPERATOR: Roller................$ 10.03 0.00

OPERATOR: Scraper...............$ 11.00 1.74

OPERATOR: Trackhoe..............$ 20.92 5.50

OPERATOR: Tractor...............$ 10.54 0.00

TRUCK DRIVER, Includes Dump Truck............................$ 14.50 0.00

TRUCK DRIVER: Lowboy Truck......$ 13.06 2.18

TRUCK DRIVER: Off the Road Truck............................$ 12.21 1.97

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

GROUP4-10-R-J033 00800A-A11

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

00800A-A12 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

GROUP4-10-R-J033 00800A-A13

Jacksonville Harbor Maintenance Dredging, 40-Foot Project, Bar Cut-3 Thru Cut-9, Duval County,Florida

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

TRACKING PROFILE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - 872 0218 A TIDAL

PID - DI9221

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: 0218 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - May 23, 2007 ROD/PIPE-DEPTH: 20.7 meters

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED NOS

HISTORY - 2006 GOOD FLDEP

HISTORY - 20070523 GOOD FLDEP

STATION DESCRIPTION (2007)

TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE HIGHWAY

10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF MAYPORT, GO

NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI TO THE JUNCTION OF

STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET) AND STATE HIGHWAY A1A NORTH

(STATE ROAD) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE

ROAD-OCEAN STREET) AND GO NORTHWEST FOR 3.65 MI TO THE ENTRANCE TO THE

SAINT JOHNS BAR PILOT ASSOCIATION AND THE MARK ON THE LEFT.

MARK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 67.8 FT

WITH A NOS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH OCEAN STREET,

THE DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NOS LOGO CAP.

LOCATED 462.5 FT NORTH OF THE APPROXIMATE CENTERLINE OF OCEAN STREET,

218.5 FT WEST OF THE CENTER OF THE PILOT ASSOCIATION DOCK, 218.0 FT

SOUTHWEST OF THE PILOT ASSOCIATION BUILDING, 122.6 FT WEST OF THE

NORTHWEST CORNER OF THE PILOT ASSOCIATION CLUB, 63.0 FT NORTH-NORTHWEST

OF A POWER POLE WITH TWO LIGHTS ATTACHED AND 1.0 FT SOUTHWEST OF THE

NORTHWEST END OF A 6.0 FT TALL CHAIN LINK FENCE.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS LOGO

CAP.

SECTION 00 31 21 Page 2

DESIGNATION - 872 0219 A TIDAL

PID - DI0931

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: 0219 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - October 04, 2002 ROD/PIPE-DEPTH: 16.2 meters

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED FLDEP

HISTORY - 20021004 GOOD FLDEP

STATION DESCRIPTION

THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF

JACKSONVILLE, IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 27 EAST.

TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND STATE HIGHWAY

105 (HECKSCHER DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO WEST ON

STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 0.1 MI TO THE INTERSECTION OF NEW

BERLIN ROAD, TURN LEFT ON NEW BERLIN ROAD AND GO SOUTH FOR 1.0 MI TO THE

JUNCTION OF DAMES POINT ROAD ON THE RIGHT, TURN RIGHT ON DAMES POINT ROAD

AND GO SOUTHERLY FOR 0.65 MI TO THE JUNCTION OF A PAVED ROAD ON THE LEFT

LEADING TO DAMES POINT PARK, TURN LEFT ON THE PAVED ROAD AND GO SOUTHERLY

FOR 0.3 MI TO THE ENTRANCE TO DAMES POINT PARK, PASSING THROUGH THE

ENTRANCE, CONTINUE SOUTHERLY FOR 0.05 MI TO THE DEAD END AND THE MARK IN

THE EXTENDED CENTER OF THE ROAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL

AT A DEPTH OF 53.2 FT WITH AN NOS LOGO CAP FLUSH WITH THE GROUND AND

ABOUT LEVEL WITH DAMES POINT ROAD, THE DATUM POINT IS RECESSED 0.6 FT

BELOW THE LEVEL OF THE NOS LOGO CAP.

LOCATED 142.0 FT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARK

RESTROOM, 100.4 FT WEST OF THE EAST END OF THE GUARDRAIL, 74.0 FT EAST OF

THE WEST END OF THE GUARDRAIL AND 1.0 FT WEST OF THE GUARDRAIL.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.

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 -…

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File details come from the government source that posted it. Updated Nov 14, 2017.