B.08.02 Solicitation, Horseshoe Cove (GROUP2-18-R-J008).pdf

GROUP2-18-R-J008

Jacksonville District

Horseshoe Cove, Maintenance Dredging 6-foot Project, Entrance Channel and Turning Basin

Dixie County, Florida

Construction Solicitation and Specifications

TASK ORDER

30 September 2020

Horseshoe Cove, Maintenance Dredging, 6-Foot Project Entrance Channel and Turning Basin, Dixie County, Florida

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 REILLY, P.E.

CHIEF, WATERWAY 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

ZEVENEY.DENNIS.J.1249349085 Digitally signed by ZEVENEY.DENNIS.J.1249349085 Date: 2020.09.14 13:35:06 -04'00'

REILLY.WILLIAM.L

UKE.1527897994

Digitally signed by

REILLY.WILLIAM.LUKE.152789799

Date: 2020.09.15 13:12:08 -04'00'

DUDLEY.DAVID.F.13

99388569

Digitally signed by

DUDLEY.DAVID.F.1399388569

Date: 2020.09.24 14:38:06 -04'00'

WIGNER.WILLIAM.

KEITH.1230084617

Digitally signed by

WIGNER.WILLIAM.KEITH.123008

Date: 2020.09.24 14:39:49 -04'00'

GROUP2-18-R-J008 SF 1442-A1

ADDENDUM TO THE STANDARD FORM 1442

HORSESHOE COVE, MAINTENANCE DREDGING 6-FOOT PROJECT, ENTRANCE CHANNEL AND

TURNING BASIN, DIXIE COUNTY, FLORIDA

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

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER W912EP18R0029:

For GROUP 2 use: W912EP18R0029: Cavache, Inc. (W912EP19D0038); CJW Construction (W912EP19D0039); Coastal Dredging Company, Inc. (W912EP19D0040); Cottrell Contracting Corporation (W912EP19D0041); Florida Dredge and Dock, LLC (W912EP19D0042); Southern Dredging Co., Inc. (W912EP19D0043); Southwind Construction Corp (W912EP19D0044);

Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0045);

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE PREVIOUSLY

LISTED FIRMS INCLUDED IN THE GROUP2 – SMALL BUSINESS SET-ASIDE 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.

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

GROUP2-18-R-J008 SF 1442-A2

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.

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. Name: Frederick Cooper B. Email Address: Frederick.L.Cooper@usace.army.mil C. Telephone No.: (904) 232-1186

Block 10. The Government Requires Performance of the Work Described in These Documents: See Section 01 11 00 – Summary of Work.

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 Business Size Standard: $30,000,000.00 mailto:Frederick.L.Cooper@usace.army.mil

GROUP2-18-R-J008 SF 1442-A3

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 if 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 02 November 2020 to frederick.l.cooper@usace.army.mil and carbon copy (cc) 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).

http://www.sam.gov/ mailto:frederick.l.cooper@usace.army.mil mailto:tedra.n.thompson@usace.army.mil mailto:griselle.gonzalez@usace.army.mil

GROUP2-18-R-J008 SF 1442-A4

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

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

HORSESHOE COVE, MAINTENANCE DREDGING

6-FOOT PROJECT, ENTRANCE CHANNEL AND TURNING BASIN

DIXIE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE STA. 100+00 TO STA. 183+00

0001 MOBILIZATION AND DEMOBILIZATION JOB $______________

0002 PARTNERING REGROUP MEETING 1 EACH $____________ $______________

0003 EXCAVATION, UNCLASSIFIED

ENTRANCE CHANNEL STA. 100+00 TO STA.

183+00, PLUS 1 FT ALLOWABLE OVERDEPTH

(ESTIMATED QUANTITY, SEE NOTE 1) 74,000 CUBIC YARD $____________ $______________

0004 TURBIDITY MONITORING JOB $______________

0005 ENVIRONMENTAL SPECIES MONITORING JOB $______________

0006 BIRD MONITORING (ESTIMATED QUANTITY) 60 DAY $____________ $______________

0007 WEIR BOARDS 300 EACH $____________ $______________

TOTAL BASE (LINE ITEMS 0001 THRU 0007) $______________

OPTION A STA. 183+00 TO STA. 190+73.6

0008 EXCAVATION, UNCLASSIFIED

ENTRANCE CHANNEL STA. 183+00 TO STA.

190+73.6, PLUS 1 FT ALLOWABLE OVERDEPTH

(ESTIMATED QUANTITY, SEE NOTE 1) 32,000 CUBIC YARD $____________ $______________

0009 TURBIDITY MONITORING JOB $______________

0010 ENVIRONMENTAL SPECIES MONITORING JOB $______________

0011 BIRD MONITORING (ESTIMATED QUANTITY) 35 DAY $____________ $______________

TOTAL OPTION A (LINE ITEMS 0007 THRU 0011) $______________

TOTAL BID (LINE ITEMS 0001 THRU 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 QUANITITY 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.

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

GROUP2-18-R-J008 00010A-1

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) 19 October 2020, End of Day. 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: GROUP2‐18‐J008

The Bidder Inquiry Key is: FF5S2M‐2WIFMA

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.

GROUP2-18-R-J008 Clause Addendum-1

THE FOLLOWING PAGES CONTAIN ADDENDUMS TO SPECIFIC CLAUSES OF THE

ORIGINAL SOLICITATION NUMBER(S): W912EP18R0029

THIS ADDENDUM IS ONLY APPLICABLE TO THIS

SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP2-18-R-J008

PROJECT TITLE:

HORSESHOE COVE, MAINTENANCE DREDGING 6-

FOOT PROJECT, ENTRANCE CHANNEL AND TURNING

BASIN, DIXIE 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.

GROUP2-18-R-J008 Clause Addendum-2

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 trade

Goals for female participation for each trade

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 Dixie County, Florida.

(End of provision)

GROUP2-18-R-J008 Clause Addendum-3

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) An organized site visit has been scheduled for – October 15, 2020 at 10:00am, Local Time

(c) Participants will meet at – Horseshoe Cove (specific meeting location will be provided by the contract administration office via telephone. See (d) below.)

(d) Participants should call Jennifer Tyler at (561) 379-2854 on or before October 12, 2020 at 2:00pm, Local Time to make arrangements.

(e) Core borings are available. (If available, follow the instructions in the Physical Data paragraph in Section 00 11 00 and 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 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)

GROUP2-18-R-J008 Clause Addendum-4

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 60 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 190 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 190 calendar days includes the following:

Base Bid 155 calendar days (includes 60 calendar days mob/demob) Option A 35 calendar days

(End of clause)

52.217-7 Options for Increased Quantity Separately Priced Line Items (MAR 1989)

The Government may require the delivery of the numbered line item, 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 option by written notice to the Contractor on or before May 30, 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.

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 $765.00 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.

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;

GROUP2-18-R-J008 Clause Addendum-5

(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.

Horseshoe Cove, Plans G-01 Maintenance Dredging 6-Foot Project, Entrance Channel and Turning Basin, Dixie County, Florida

GROUP2-18-R-J008 Clause Addendum-6

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 positions and/or items of subcontracted work: Named dredge(s)

ADDENDUM TO SECTION 00800A, WAGE DETERMINATIONS & OTHER

ATTACHMENTS ARE HEREBY PROVIDED:

THIS PROJECT INCORPORATES THE STATEWIDE HEAVY DREDGING WAGE

DECISION FOR FLORIDA AND THE HEAVY CONSTRUCTION WAGE

DECISION FOR DIXIE COUNTY, FL

No. Title Date No. of Pages 1 Note --- 2 General Decision Number FL20200002 01/03/2020 6 3 General Decision Number FL20200100 08/14/2020 5

NOTE

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

$10.80 FOR 2020 THATAPPLIES TO ALLCONTRACTSSUBJECT TO THE DAVIS-

BACON ACT FOR ALL HOURS PERFORMED ON THE CONTRACT IN CALENDAR

YEAR 2020

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE WAGE

DECISIONS FURNISHEDFOR THISPROJECT, PLEASE CONTACT:

FRAN RUSSELL, OFFICE OF COUNSEL, JACKSONVILLE DISTRICT,

CORPSOF ENGINEERS AT fran.g.russell@usace.army.mil

GROUP2-18-R-J008 Clause Addendum-7

"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"")

GROUP2-18-R-J008 Clause Addendum-8

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.

GROUP2-18-R-J008 Clause Addendum-9

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

GROUP2-18-R-J008 Clause Addendum-10 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

GROUP2-18-R-J008 Clause Addendum-11 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:

GROUP2-18-R-J008 Clause Addendum-12

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

GROUP2-18-R-J008 Clause Addendum-13

"General Decision Number: FL20200100 08/14/2020

Superseded General Decision Number: FL20190100

State: Florida

Construction Type: Heavy

Counties: Bradford, Citrus, Dixie, Flagler, Hamilton, Lafayette, Levy, Madison, Sumter, Suwannee and Taylor Counties in Florida.

HEAVY CONSTRUCTION PROJECTS (including Sewer and Water Lines)

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 1 08/14/2020

* PAIN0164-005 08/01/2020

Rates Fringes

PAINTER: Brush and Spray........$ 20.21 11.83

GROUP2-18-R-J008 Clause Addendum-14

SUFL2009-139 06/24/2009

Rates Fringes

LABORER: Common or General......$ 8.58 0.00

LABORER: Pipelayer..............$ 12.60 1.01

OPERATOR: Backhoe/Excavator.....$ 14.21 0.94

OPERATOR: Bulldozer.............$ 13.30 1.92

OPERATOR: Loader................$ 11.00 0.00

TRUCK DRIVER: Distributor, Dump, Lowboy and Tandem..........$ 11.55 0.00

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)).

GROUP2-18-R-J008 Clause Addendum-15

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.

GROUP2-18-R-J008 Clause Addendum-16

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

GROUP2-18-R-J008 Clause Addendum-17

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"

GROUP2-18-R-J008 Clause Addendum-18

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT

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

01 55 26 TRAFFIC CONTROL (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 26.03 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE (SEE BASE MATOC)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Horseshoe Cove, Maintenance Deredging, 6-Foot Project

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page i

Horseshoe Cove, Maintenance Deredging, 6-Foot Project

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

-- This page was intentionally left blank for duplex printing. --

SECTION 00 31 21 Page ii

Designation: HCBH-5

PID: BBFJ80

Stamping: HCBH-5 1987

Setting: Object surrounded by mass of concrete

Description: Located in Horseshoe Beach, Dixie Co, FL near the intersection of E 11th Ave. and 2nd Street at the residence of 111 2nd Street. This is a stilt home with three grain storage bins as the dwelling. (Can't miss it). Mark is set in concrete mass near edge of water, 120 ft south of intersection of E 11th Ave and 2nd St.

and 18.9 feet westerly of nearest corner wooden support piling. Disk is a standard Corps of Engineers bronze disk set flush in concrete mass.

Observed: 2016-11-09T13:20:00Z

Source: OPUS - page5 1209.04

Horseshoe Cove, Maintenance Dredging, 6-Foot Project, GROUP2-18-R-J008 SECTION 00 31 21 Page 1

DESIGNATION - SHELTON AZ MK

PID - AR1608

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DIXIE

MARKER: REFERENCE MARK DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: SHELTON 1933 AZIMUTH

MARK LOGO: CGS

PROJECTION: RECESSED 10 CENTIMETERS

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 - March 05, 2009

HISTORY - Date Condition Report By

HISTORY - 1933 MONUMENTED CGS

HISTORY - 1985 GOOD FLDNR

HISTORY - 19940917 GOOD USPSQD

HISTORY - 20090305 GOOD FLDEP

STATION RECOVERY (1985)

RECOVERY NOTE BY FL DEPT OF NAT RES 1985

IN HORSESHOE BEACH. THE MARK IS 0.2 MILE SOUTH OF THE POST OFFICE

ALONG COUNTY ROAD C-351, 46 FEET NORTHWEST OF THE CENTERLINE OF C-351,

67 FEET NORTH-NORTHWEST OF THE JUNCTION OF THE ROAD TO HORSESHOE

MARINA, AND 50 FEET NORTHEAST OF THE EAST CORNER OF A FRAME HOUSE.

STATION RECOVERY (2009)

RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS, 46.9 FT NORTHWEST OF

THE CENTERLINE OF MAIN STREET, 43.4 FT EAST OF THE EAST CORNER OF THE

CONCRETE PAD OF A SMALL WOODEN BUILDING AND 23.5 FT WEST-NORTHWEST OF

A POWER POLE.

Horseshoe Cove, Maintenance Dredging, 6-Foot Project, GROUP2-18-R-J008 SECTION 00 31 21 Page 2

Designation: 872 7648 H

PID: DM3729

Stamping: 7648 H 2009

Stability: Monument will probably hold position well

Setting: Stainless steel rod without sleeve (10FT+ or 3.048M+)

Mark Condition: G

Description: Located 54.2 Ft SW of a utility power pole with a transformer attached, 28.3 Ft N of a steel radio mast,

23.5 Ft N of the N corner of a bait shop, 40.1 Ft ENE of the approximate centerline of a Boat Dock

Driveway, 30.0 Ft NE of a utility pole with a meter attached, 21.1 Ft SE of the CL of CR 351 and 19.5 Ft

NW of a wood bulkhead.

Observed: 2016-12-15T14:58:00Z

Source: OPUS - page5 1209.04 See Also 2009

Horseshoe Cove, Maintenance Dredging, 6-Foot Project, Entrance Channel and Turning Basin, Dixie County, Florida

GROUP2-18-R-J008 SECTION 00 31 21 Page 3 https://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DM3729

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 32

GEOTECHNICAL DATA REPORT

-- Prepared by Geotechnical Branch Engineering Division

Jacksonville District Corps of Engineers June 2, 2017 --

Horseshoe Cove, Maintenance Dredging, 6-Foot Project

GROUP2-18-R-J008 SECTION 00 31 32 Page 1

SECTION 00 31 32

GEOTECHNICAL DATA REPORT

-- This page was intentionally left blank for duplex printing. --

Horseshoe Cove, Maintenance Dredging, 6-Foot Project

GROUP2-18-R-J008 SECTION 00 31 32 Page 2

Table of Contents

1 SCOPE

2 CHARACTER OF MATERIALS

2.1 The Local Geology

2.2 Materials Encountered

3 DEFINITIONS

3.1 Definitions of Basic Terms

3.2 Current Logging Terms

3.3 Previous Logging Terms

3.4 Testing and Procedure Methods

4 GEOTECHNICAL DATA

4.1 Summary of Field Investigations

4.2 Summary of Index Testing Data

4.3 Summary of Additional Laboratory Testing Data

4.4 Boring Log Notes

4.5 Inspection of Recovered Materials

4.6 Boring Logs

4.7 Laboratory Testing Data ......................................................................................................... 18-

List of Tables

Table 1. Available Boring Data Table 2: Index Testing Available for this Project Table 3. Available Sedimentation Rate Data

List of Plates

Plate B-1. Location of Field Investigations

Horseshoe Cove, Maintenance Dredging, 6-Foot Project

GROUP2-18-R-J008 SECTION 00 31 32 Page 3

1 SCOPE

The information provided in this section encompasses the geotechnical field investigations available for this project. The investigations consist of borings.