MCSF Blount Island - Revision 0002.pdf

ADDENDUM TO THE STANDARD FORM 1442

Revision 0002, dated 23 April 2020

MARINE CORPS SUPPORT FACILITY- BLOUNT ISLAND MANINTENANCE

DREDGING, 38-FOOT PROJECT, DUVAL COUNTY, FLORIDA

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

THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER

SOLICITATION NUMBER W912EP18R0029, GROUP 2 – SMALL BUSINESS SET

ASIDE:

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 GROUP 2 – SMALL BUSINESS

SET-ASIDE DREDGING MATOC POOL.

PRE-PROPOSAL TELECONFERENCE:

A Pre-Proposal Teleconference will be held on 24 April 2020 at 2:00pm, local time.

The call-in information is as follows:

Phone: 1-877-402-9753 Access Code: 6546236 Security Code: 2873

TECHNICAL 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

GROUP2-18-R-J005 SF1442-A1 Revision 0002 contractor proposes to do the work and the current location of dredge(s).

Evaluation Method:

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

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

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

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

FACTOR 3 – Price.

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

GROUP2-18-R-J005 SF1442-A2 Revision 0002 requirements of the RFP.

Offerors are required to submit the following:

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

(2) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Attachment 8, Paragraph 2.4.3, of the MATOC

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

In accordance with Task Order Procedures of the Dredging MATOC Solicitation, price or cost will be one of the evaluation factors for each task or delivery order in accordance with FAR 16.505(b)(1)(ii)(E). Price is not rated.

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 L. Cooper or Anelis Nazario-Castillo

EMAIL ADDRESS: frederick.l.cooper@usace.army.mil and Anelis.I.Nazario- Castillo@usace.army.mil

B. TELEPHONE NO.: (904) 232-1186 / (904) 232-3285

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: Project work consists of maintenance dredging at the Marine Corps Support Facility – Blount Island (MCSF-BI) from Station 0+00 to Station 56+09.1 with a 38-foot required Mean Lower Low Water (MLLW) maintenance depth as shown on the drawings. The placement location of the dredged material will be Dayson Island DMPF (D/A-D) as shown on the drawings. Additional work also includes Bird monitoring, Turbidity and Disposal Monitoring, Standby Time, and Partnering Regroup. This contract incorporates two feet of allowable overdepth throughout.

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

mailto:frederick.l.cooper@usace.army.mil mailto:Anelis.I.Nazario-Castillo@usace.army.mil mailto:Anelis.I.Nazario-Castillo@usace.army.mil

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

THIS SOLICITATION IS FOR GROUP 2 - SMALL BUSINESS SETASIDE

YOU MUST BE REGISTERED IN SAM IN ORDER TO RECEIVE AN AWARD FROM

THIS NOTICE OF INTENT. THE SAM WEBSITE IS LOCATED AT WWW.SAM.GOV.

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

BUSINESS SIZE STANDARD IS $27.5 MILLION.

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

Block 12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE

AND PAYMENT BONDS: YES

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

Block 13 ADDITIONAL SOLICITATION REQUIREMENTS:

A. Offers to perform the work required are due electronically at the following email address by 2:00 PM, local time on 05 May 2020: frederick.l.cooper@usace.army.mil; Anelis.I.Nazario- Castillo@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. 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 Intent in full text or by reference.

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

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, 16, 17, 19 and 20A- 20D below:

Block 14. NAME AND ADDRESS OF OFFEROR (including Zip Code)

DUNS: CAGE:

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

Block 15. TELEPHONE NO. (Include area code):

Block 16. REMITTANCE ADDRESS: (Include only if different than Item 14)

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

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

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

REVISION

NO.

DATE

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print)

Block 20B. EMAIL

ADDRESS

Block 20C. SIGNATURE Block 20D.

OFFER DATE

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

Melbourne Resident Office 4070 Boulevard Center Dr.

Suite 201, Jacksonville, FL 32207

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

GROUP2-18-R-J005 SF1442-A5 Revision 0002

SF 30 CONTINUATION SHEET

Marine Corps Support Facility – Blount Island, Maintenance Dredging, 38-Foot Project, Duval County, Florida

GROUP2-18-R-J005 2 Revision 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

DELETE the Addendum to the Standard Form 1442 and REPLACE with the attached revised Addendum to the Standard Form 1442

DELETE the Addendum to Section 00100 -- Instructions to Offerors and REPLACE with the attached revised Addendum to Section 00100 -- Instructions to Offerors

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

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

DELETE Section 35 20 23 and REPLACE with the attached revised Section 35 20 23.

2. DRAWINGS:

DELETE Sheet ID G-02 and REPLACE with the attached revised Sheet ID G-02.

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

DELETE Sheet ID C-02 and REPLACE with the attached revised Sheet ID C-02.

DELETE Sheet ID C-05 and REPLACE with the attached revised Sheet ID C-05.

(End of Summary of Changes)

THE FOLLOWING PAGES CONTAIN ADDENDUMS

TO SPECIFIC SECTIONS OF THE ORIGINAL SOLICITATION

NUMBER W12EP18R0029

THESE ADDENDUMS ARE ONLY APPLICABLE TO THIS SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP2-18-R-J005

TASK ORDER PROJECT TITLE:

MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND, MAINTENANCE

DREDGING, 38-FOOT PROJECT, 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.

GROUP2-18-R-J005 Clause Addendum-1 Revision 0002

ADDENDUM TO SECTION 00100, INSTRUCTIONS TO OFFERORS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION00100

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

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 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. This notification shall list the --

GROUP2-18-R-J005 00100-A7 Revision 0002

(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)

(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 22 April 2020 at 9:00am, local time.

(c) Participants will meet at – Lot 952.

(d) In order to attend site visit a background check must be completed prior to entry on the base. Participants should contact Geoffrey Klug to provide their full name, date of birth and company name via telephone at (904) 228-2970 or via email at Geoffrey.M.Klug@usace.army.mil no later than 20 April 2020 at 12:00pm, local time, to make arrangements.

(e) Core boring are available. (If available, follow the instruction on page 13 of Section 00 31 32 – Geotechnical Data Report, to make arrangements to inspect the borings.

Failure to follow the instruction 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-J005 00100-A8 Revision 0002 mailto:Geoffrey.M.Klug@usace.army.mil

SF 30 CONTINUATION SHEET

Marine Corps Support Facility – Blount Island, Maintenance Dredging, 38-Foot Project, Duval County, Florida

GROUP2-18-R-J005 2 Revision 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

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

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

DELETE Section 35 20 23 and REPLACE with the attached revised Section 35 20 23.

2. DRAWINGS:

DELETE Sheet ID G-02 and REPLACE with the attached revised Sheet ID G-02.

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

DELETE Sheet ID C-02 and REPLACE with the attached revised Sheet ID C-02.

DELETE Sheet ID C-05 and REPLACE with the attached revised Sheet ID C-05.

(End of Summary of Changes)

Marine Corps Support Facility - Blount Island Maintenance Dredging, 38-Foot Project

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Adverse Weather

1.2.2 Unusually Severe Weather

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Project Locations

1.3.3 Safety Requirements

1.4 SUBMITTALS

1.5 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.6 LIQUIDATED DAMAGES - CONSTRUCTION

1.7 PHYSICAL DATA

1.7.1 Physical Conditions

1.7.2 Weather, Water Stage and Tide Data

1.7.3 Contractor Investigation

1.7.4 Maritime Traffic

1.7.5 Obstruction of Channel

1.7.6 Hydrographic Surveys

1.8 CONTRACTOR ACCESS AND USE OF PREMISES

1.8.1 MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND (MCSF-BI) ENTRY

CONTROL REGULATIONS

1.8.1.1 Access

1.8.1.2 No Smoking Policy

1.8.1.3 Cell Phone Usage

1.8.1.4 Security Requirements

1.9 LAYOUT OF WORK

1.9.1 Established Project Control

1.9.2 Layout

1.9.3 Survey

1.10 DAMAGE TO WORK

1.11 EXISTING WORK

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

1.12.1 Contractor Responsibility

1.13 ENTRY CONTROL PROCEDURES APPENDIX

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 GROUP2-18-R-J005 Revision 0002

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for U.S. Marine Corps Support Facility Blount Island, Maintenance Dredging, 38-Foot Project, Duval County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

1.2.1 Adverse Weather

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

DATA.

1.2.2 Unusually Severe Weather

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

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Project work consists of maintenance dredging at the Marine Corps Support Facility - Blount Island (MCSF-BI) from Station 0+00 to Station 56+09.1 with a 38-foot required Mean Lower Low Water (MLLW) maintenance depth plus two feet of allowable overdepth throughout as shown on the drawings. The placement location of the dredged material will be Dayson Island DMPF (D/A-D) as shown on the drawings. Additional work also includes bird monitoring, turbidity and disposal monitoring, standby time, and partnering regroup.

1.3.2 Project Locations

MCSF-BI is located approximately 15 miles northeast of downtown

SECTION 01 11 00 Page 2

Jacksonville, Florida and nine miles west of the mouth of the St. Johns River. Blount Island is bordered to the north by St. Johns River and Fulton Cutoff Channel to the south.

1.3.3 Safety Requirements

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

1.4 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

List of Contact Personnel

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.5 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

1.6 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.7 PHYSICAL DATA

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

1.7.1 Physical Conditions

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

1.7.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA for applicable data links and information to where the Contractor can ascertain the weather conditions that could be encountered at the project location. The information provided does not preclude the Contractor from assessing and scheduling for adverse weather.

SECTION 01 11 00 Page 3

1.7.3 Contractor Investigation

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

1.7.4 Maritime Traffic

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

1.7.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.7.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

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

1.8 CONTRACTOR ACCESS AND USE OF PREMISES

It should be recognized the requirements for security and base access varies between bases as well as between various locations within individual bases. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract.

Ensure that Contractor personnel employed on the activity become familiar with and obey activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless cleared by the Contracting Officer.

1.8.1 MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND (MCSF-BI) ENTRY

CONTROL REGULATIONS

1.8.1.1 Access

Marine Corps Support Facility Blount Island (MCSF-BI) has transitioned to the Defense Biometric Identification System (DBIDS). DBIDS is the Marine Corps Enterprise Access Control Solution that meets the USMC-mandated vetting requirements. The DBIDS credential/pass is no cost to the those requiring access to MCSF-BI for official business.

SECTION 01 11 00 Page 4

All contractors and vendors require sponsorship to come aboard MCSF-BI.

Before being granted access aboard MCSF-BI, contractors and vendors are required to possess a DBIDS credential/pass. The DBIDS credential/pass verifies that the contractor or visitor has official business on MCSF-BI, and that an Authorized Government Sponsor has sponsored them aboard MCSF-BI. The Sponsor's information will be provided to the Contractor after award. Contractor employees accessing Dayson Island Disposal Area (D/A-D) must go through the same badging process as specified for access to MCSF-BI and have their badges on them while at D/A-D.

The process to obtain access to MCSF-BI remains the same for contractors and vendors excluding the RaidGate steps, as illustrated in detail within CmdO 5560.1E (see installation sponsor for additional information).

To expedite the transition, DBIDS pre-enrollment is encouraged.

Pre-enrollment is available at:

https://dbids-global.dmdc.mil/enroll#!/

NOTE: Pre-enrollment is currently only possible if an individual sponsor can be identified. Visitors are required to enter their sponsors name, phone number & email address when pre-enrolling in DBIDS.

Installation access will be denied if it is determined personnel requesting access are within in one of the following categories.

1. On a National Terrorist Watch List,

2. Illegally present in the United States,

3. The subject to an outstanding warrant or criminal summons,

4. Has knowingly submitted an employment questionnaire with false or fraudulent information,

5. Has been issued a debarment order and is currently banned from any military installation,

6. A prisoner on a work-release program or currently on felony probation/parole,

7. A registered sexual offender,

8. Is pending any felony charges,

9. Has been convicted of any felony within the last 10 years,

10. Has multiple (three or more) misdemeanor criminal offenses to include drug, violence and weapons offenses.

1.8.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of NAVFAC Southeast except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.8.1.3 Cell Phone Usage

Cell phone usage on MCSF-BI while driving is strictly prohibited and violators will be ticketed. The Contractor shall make sure all employees and those of subcontractors are aware of this restriction.

1.8.1.4 Security Requirements

Comply with all Marine Corps Support Facility - Blount Island security

SECTION 01 11 00 Page 5 instructions and directives.

1.9 LAYOUT OF WORK

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

1.9.1 Established Project Control

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

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS for MARINE CORPS

SUPPORT FACILITY - BLOUNT ISLAND AND DAYSON ISLAND DREDGE MATERIAL

PLACEMENT FACILITY (DMPF).

1.9.2 Layout

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

1.9.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

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

SECTION 01 11 00 Page 6

1.10 DAMAGE TO WORK

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

1.11 EXISTING WORK

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

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

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

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

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

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

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

1.12.1 Contractor Responsibility

The project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. The Contractor shall be responsible for obtaining information concerning rain, wind, SECTION 01 11 00 Page 7 waves, currents, and tides that could influence safety and construction operations prior to submitting a proposal or bid.

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

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

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

1.13 ENTRY CONTROL PROCEDURES APPENDIX

SECTION 01 11 00 APPENDIX A -- Marine Corps Support Facility - Blount Island Command Order Entry Control Procedures (CmdO 5560.1E) (34 PAGES).

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

1.2.2 NEPA Reference

1.3 QUALITY CONTROL

1.4 PERMITS AND AUTHORIZATIONS

1.5 SUBMITTALS

1.6 SUBCONTRACTORS

1.7 NOTIFICATION

1.8 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

3.1.1 General Project Environmental Design and Installation Criteria

3.1.1.1 Sewage-Based Systems Environmental Design and Installation

Criteria

3.1.2 Protection of Land Resources

3.1.2.1 Work Area Limits

3.1.2.2 Unprotected Erodible Soils

3.1.2.3 Contractor Facilities and Other Work Areas

3.1.2.4 Solid Wastes

3.1.2.5 Fuel, Oil, and Lubricants

3.1.2.6 Hazardous Waste

3.1.2.7 Hazardous Materials

3.1.2.8 Disposal of Other Materials

3.1.3 Preservation and Recovery of Historic, Archeological, and

Cultural Resources

3.1.3.1 Applicable Law

3.1.3.2 Known Resources

3.1.3.3 Inadvertent Discoveries

3.1.3.4 Claims for Downtime due to Inadvertent Discoveries

3.1.4 Protection of Water Resources

3.1.4.1 Washing and Curing Water

3.1.4.2 Monitoring of Water Areas

3.1.4.3 Turbidity

3.1.4.4 Oil, Fuel, and Hazardous Substance Spill Prevention and

Mitigation

3.1.5 Protection of Fish and Wildlife Resources

3.1.5.1 Listed Species Protection

3.1.5.2 Protection of Migratory Bird Species

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

SECTION 01 57 20 Page 1

3.1.6 Protection of Air Resources

3.1.6.1 Particulates

3.1.6.2 Burning

3.1.6.3 Odors

3.1.7 Protection of Sound Intrusions

3.2 POSTCONSTRUCTION CLEANUP

3.3 PRESERVATION AND RESTORATION OF LANDSCAPE AND MARINE VEGETATION

DAMAGES

3.4 INVASIVE AND NUISANCE SPECIES

3.4.1 Prevention of Invasive and Nuisance Species Transfer

3.4.2 Invasive and Nuisance Species Reporting

3.5 MAINTENANCE OF POLLUTION CONTROL FACILITIES

3.6 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 01 57 20 Page 2

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

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

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

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

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

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

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

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

1.2.2 NEPA Reference

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

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

1.3 QUALITY CONTROL

The Contractor shall establish and maintain quality control for environmental protection of all items set forth herein. The Contractor

SECTION 01 57 20 Page 3 shall record on daily quality control reports or attachments thereto, any problems in complying with laws, regulations and ordinances, and corrective action taken.

1.4 PERMITS AND AUTHORIZATIONS

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

a. Florida Department of Environmental Protection Exemption No. 16-183955-010-EE letter dated 01 October 2019.

b. Department of the Army Permit No. SAJ-1991-02068;

Effective Date: 14 May 2014; Expiration Date: 14 May 2024.

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

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

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

1.5 SUBMITTALS

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

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

Submit the following preconstruction submittal items no later than 5 calendar days after NTP:

SD-01 Preconstruction Submittals

Environmental Protection Plan ; G, DO

No later than 5 calendar days after NTP, the Contractor shall submit a draft Environmental Protection Plan for review and acceptance by the Contracting Officer. The Government will consider an interim plan for the first 30 days of operations.

However, the Contractor shall furnish an acceptable final plan no later than 30 calendar days after receipt of Notice to Proceed.

Acceptance of the Contractor's plan shall not relieve the Contractor of his responsibility for adequate and continuing control of pollutants and other environmental protection measures. Acceptance of the plan is conditional and predicated on satisfactory performance during construction. The Government reserves the right to require the Contractor to make changes to the Environmental Protection Plan or operations if the Contracting Officer determines that environmental protection requirements are not being met. No physical work at the site shall begin prior to acceptance of the Contractor's plan or an interim plan covering the work to be performed. The Environmental Protection Plan shall include but not be limited to the following:

SECTION 01 57 20 Page 4

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

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

c. Procedures to be implemented to provide the required environmental protection and to comply with the applicable laws and regulations. The Contractor shall provide written assurance that immediate corrective action will be taken to correct pollution of the environment due to accident, natural causes, or failure to follow the procedures set out in accordance with the environmental protection plan.

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

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

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

g. Traffic control plan.

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

i. Spill prevention. The Contractor shall specify all potentially hazardous substances to be used on the job site and intended actions to prevent accidental or intentional introduction of such materials into the air, ground, water, wetlands, or drainage areas. The plan shall specify the Contractor's provisions to be taken to meet Federal, State, and local laws and regulations regarding labeling, storage, removal, transport, and disposal of potentially hazardous substances.

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

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

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

SECTION 01 57 20 Page 5

m. Recycling and Waste Management Plan. Executive Order 12873 of 20 October 1993 requires a number of considerations in planning a project. Fallen trees should not be burned or buried.

Mulching, composting, and other uses for trees should be considered. Also, recovery of metals at the job site, including aluminum cans, should be considered with proceeds to be retained by the Contractor. Non-Federal recycling and waste minimization efforts shall also be incorporated into this plan.

n. Turbidity Monitoring Plan. A statement as to the person who shall be responsible for turbidity monitoring and reporting to be performed. Method of turbidity monitoring and reporting that will be performed. The turbidity monitoring requirements of any special areas such as outstanding Florida waters.

o. Construction activities shall be conducted in a manner as not to impact migratory birds or induce their nesting.

p. Steps to be taken to construct the project in such a manner as not to impact gopher tortoises.

q. Invasive and Nuisance Species Transfer Prevention Plan.

SD-07 Certificates

The individual(s) shall have a combination of education and experience that demonstrates they have the knowledge and background to identify the species of concern and be able to fulfill the requirements of the environmental specification. Resume/qualification submittals must specifically address the knowledge/experience with the species of concern. Any specific requirements for an environmental observer/monitor called out in environmental coordination or authorization documents (such as agency coordination letters, biological opinions, or permits) regarding the project area must be also addressed in the submittals.

Bird Monitoring Qualifications ; G, DO

No later than 5 calendar days after NTP, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the bird monitor/observer. Appropriate qualifications for bird monitor/observer shall be a demonstrated ability to find and/or identify bird species, nesting behavior, eggs and nests, and habitat requirements. The Contractor shall consult with and coordinate all monitoring plans and activities with the Contracting Officer and the Project Biologist indicated in the ECM (See paragraph PERMITS AND AUTHORIZATIONS above).

Manatee Observer Qualifications (Clamshell/Mechanical Only); G, DO

No later than 5 calendar days after Notice to Proceed, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the manatee observer. A resume of demonstrated experience monitoring manatees and their behaviors in association with in-water construction projects is required.

Specifically, the resume is to include a table with the names and locations of specific in-water construction projects that observers have worked on. Also, the table shall include for each in-water construction project the permit number(s), the estimated

SECTION 01 57 20 Page 6 amount of time (hours) spent observing, the estimated number of manatees seen, and whether the work was ever halted due to manatees in the area. Each manatee observer shall complete the FWC Protected Marine Species Observer Information Form (see CONSTRUCTION FORMS AND DETAILS) to document their experience.

SD-11 Closeout Submittals

Logs/Final Summary Report

Contractor shall submit as specified, logs and final summary report of sightings and incidents with endangered species.

Project Environmental Summary Sheet

Contractor shall submit within 30 calendar days following completion of the project, a written report of the absence or occurrence of environmental incidents. In addition, for construction activities whose anticipated duration is more than one calendar year, the Contractor shall complete a sheet each May 31st (plus/minus 14 days).

Logs/Summary of Bird Nesting Monitoring

Contractor shall submit as specified, logs and summary of monitoring detailing nesting and nesting success.

1.6 SUBCONTRACTORS

Assurance of compliance with this section by subcontractors shall be the responsibility of the Contractor.

1.7 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with the aforementioned Federal, State, or local laws or regulations, permits and other elements of the environmental protection specifications.