AMENDMENT_0002_FOR_IWW_BAKERS_HAULOVER.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Intracoastal Waterway Jacksonville to Miami, Florida, 10-Foot Project, Vicinity of Bakers Haulover Inlet, Dade County, Florida

This Amendment is being issued for the follow ing:

See the attached SF30 Continuation page for details of this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION

NO. W912EP-17-B-0010

X 9B. DATED (SEE ITEM 11)

21-Jul-2017

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11-Aug-2017

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

X

W912EP-17-B-0010 Amendment 0002

SF 30 CONTINUATION SHEET

Intracoastal Waterway, Jacksonville to Miami, Florida Maintenance Dredging, 10-Foot Project, Vicinity of Bakers Haulover Inlet

Dade County, Florida Amendment 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. In some Volume 1 sections, asterisks appear before and after the line or lines where revisions have been made to the text, and pertain only to changes made by this amendment. In some cases, replacement clauses are attached to this amendment.

B. In Volume 2 sections, the text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change.

The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

DELETE Section 00010A LINE ITEMS AND PRICING SCHEDULE and REPLACE with the attached revised Section 00010A LINE ITEMS AND PRICING SCHEDULE.

Volume 2 of 2 – Technical Specifications:

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

DELETE Section 01 22 00 and REPLACE with the attached revised Section 01 22 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.

DELETE Submittal Register and REPLACE with the attached revised Submittal Register.

2. DRAWINGS:

N/A.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

INTRACOASTAL WATERWAY, JACKSONVILLE TO MIAMI, FLORIDA, MAINTENANCE DREDGING, 10-FOOT PROJECT

VICINITY OF BAKERS HAULOVER INLET

DADE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB $_______________

0002 EXCAVATION, UNCLASSIFIED

(ESTIMATED QUANTITY, SEE NOTE 1) 38,000 CUBIC YARD $___________ $_______________

0003 TURBIDITY MONITORING 1 JOB $_______________

0004 BEACH TILLING 3 ACRE $___________ $_______________

0005 VIBRATION CONTROL MONITORING 1 JOB $_______________

0006 ENDANGERED SPECIES OBSERVER 1 JOB $_______________

0007 HARDBOTTOM AND SEAGRASS MONITORING 1 JOB $_______________

0008 LIABILITY INSURANCE (SEE NOTE 3) 1 JOB $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0008) $_______________

NOTES: (1) ESTIMATED QUANTITY, ACTUAL MAY VARY. INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING

ESTIMATED TO OCCUR BETWEEN DATES OF SURVEYS SHOWN ON DRAWINGS AND DREDGING.

(2) OFFERERS MUST PRICE ALL LINE ITEMS.

(3) THE CONTRACTOR SHALL OBTAIN A PROPERTY DAMAGE LIABILITY INSURANCE POLICY FOR FIVE MILLION DOLLARS ($5,000,000.00) OF COVERAGE. THE POLICY SHALL MEET ALL THE REQUIREMENTS OF FAR 52.228-5 IN SECTION 00700

AND PARAGRAPH 999.228-4000 IN SECTION 00800.

(4) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS (SEE SECTION 00100B) COULD RENDER YOUR

PROPOSAL INELIGIBLE FOR AWARD.

(5) SEE SECTION 00100, "INSTRUCTIONS TO OFFERERS."

(6) IN ACCORDANCE WITH FAR 9.104-2, SPECIAL STANDARDS, THE GOVERNMENT HAS DETERMINED THAT IN ORDER TO BE CONSIDERED FOR AWARD OF THIS TASK ORDER, THE CONTRACTOR MUST MEET ALL THE REQUIREMENTS OF RESPONSIBILTY IDENTIFIED IN FAR PART 9 AS WELL AS PROVIDE A USCG CERTIFICATION AND/OR CURRENT MARINE SURVEY INSPECTION CERTIFICATE(S) FOR DREDGE AND ALL PLANTS. ADDITIONALLY, A CURRENT USCG CERTIFICATE OF INSPECTION IS REQUIRED FOR ANY DREDGE AND ALL PLANTS TO BE UTILIZED SEAWARD OF THE DREDGE RESTRICTION LINE DESCRIBED IN SECTION 35 20 23 DREDGING. FAILURE TO PROVIDE THIS DOCUMENTATION AS REQUIRED BY THIS SOLICITATION MAY RENDER YOUR PROPOSAL INELIGIBLE FOR AWARD OF THIS TASK ORDER.

REFER TO COE EM 385-1-1 FOR ADDITIONAL INFORMATION.

W912EP-17-B-0010 00010A-1 Amendment 0002

Intracoastal Waterway Jacksonville to Miami, Florida 10-Foot Project, Vicinity of Bakers Haulover Inlet

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.5.6 Hydrographic Surveys

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

W912EP-17-B-0010 SECTION 01 11 00 Page 1 Amendment 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 10-Foot Project, Vicinity of Bakers Haulover Inlet

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Work includes maintenance dredging in the vicinity of Bakers Haulover Inlet, Cuts DA-9 to 10 feet required depth plus 2 feet allowable over-depth in the IWW, and the material is to be placed on the beach just south of the inlet. Work also includes but is not limited to turbidity monitoring, hardbottom and seagrass monitoring, beach tilling, and endangered species observer.

1.2.2 Location

Bakers Haulover Inlet work is located near Bal Harbour in Dade County, Florida.

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. 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.

c. In addition to the above, the following shall apply: The phrase "commence work" means "commence dredging". The commencement time indicated applies unless precluded by inclement weather as determined by the Contracting Officer.

W912EP-17-B-0010 SECTION 01 11 00 Page 2 Amendment 0002

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 Physical Conditions

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

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

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

1.5.4 Maritime Traffic

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

1.5.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. 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.

1.5.6 Hydrographic Surveys

Hydrographic surveys are posted at the following web address:

http://www.saj.usace.army.mil/Missions/CivilWorks/Navigation/HydroSurveys Survey numbers are indicated on the drawings.

W912EP-17-B-0010 SECTION 01 11 00 Page 3 Amendment 0002

1.6 LAYOUT OF WORK

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

1.6.1 Established Project Control

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

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

See Sections 00 31 21 CONTROL MONUMENT DESCRIPTIONS - St. Augustine Inlet and 00 31 22 CONTROL MONUMENT DESCRIPTIONS - Matanzas Inlet.

1.6.2 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.

1.6.3 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.

1.7 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

W912EP-17-B-0010 SECTION 01 11 00 Page 4 Amendment 0002

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 lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum 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 lump sum 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.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

W912EP-17-B-0010 SECTION 01 11 00 Page 5 Amendment 0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Item 0003)

1.4.3 Vibration Control and Monitoring (Line Item 0005)

1.4.4 Endangered Species Observer (Line Item 0006)

1.4.5 Hardbottom and Seagrass Monitoring (Line Item 0007)

1.4.6 Liability Insurance (Line Item 0008)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Beach Tilling (Line Item 0004)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

W912EP-17-B-0010 SECTION 01 22 00 Page 1 Amendment 0002

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Engineering and Design, Hydrographic Surveying

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Resident Management System (RMS) payment data base.

1.2.2 Instructions

See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

1.3 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. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

W912EP-17-B-0010 SECTION 01 22 00 Page 2 Amendment 0002

SD-01 Preconstruction Submittals

Schedule of Values; G, RO

Provide a breakdown of job items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit a list of pay activities, (Schedule of Values) to breakdown bid for each job CLIN. The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01.10 PROJECT SCHEDULE). An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with or incidental to mobilization and demobilization and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity Monitoring (Line Item 0003)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.3 Vibration Control and Monitoring (Line Item 0005)

Payment will be made for costs associated with or incidental to the protection of existing structures from construction activities and monitoring. See Section 02 22 13 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES.

1.4.4 Endangered Species Observer (Line Item 0006)

Payment will be made for costs associated with or incidental to monitoring

W912EP-17-B-0010 SECTION 01 22 00 Page 3 Amendment 0002 of sea turtles, migratory birds and endangered species. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

1.4.5 Hardbottom and Seagrass Monitoring (Line Item 0007)

Payment will be made for costs associated with or incidental to hardbottom and seagrass monitoring. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.6 Liability Insurance (Line Item 0008)

Payment will be made for costs associated with or incidental to obtaining a property damage liability insurance policy for five million dollars ($5,000,000.00) of coverage. The policy shall meet all the requirements of FAR 52.228-5 in Section 00700 CONTRACT CLAUSES and Paragraph 999.228-4000 in Section 00800 SPECIAL REQUIREMENTS.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; debris removal; screening for rock and debris on the beach disposal, and beach disposal area marking. See Section 35 20 23

DREDGING.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term "area designated by the Contracting Officer" as used in the CONTINUITY OF WORK paragraph, is defined as "acceptance section".

c. Hydrographic surveys for final measurement and payment and for channel clearance will be made by the Government. All surveys will be performed in accordance with USACE EM 1110-2-1003 . Survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in

W912EP-17-B-0010 SECTION 01 22 00 Page 4 Amendment 0002

Volume 1) are believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected by soundings taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

b. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place. The volume computed shall be between the bottom surface shown by soundings taken within 3 weeks before dredging and the bottom surface shown by the soundings taken within 2 weeks after the work specified in each acceptance section has been completed. The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer's Representative of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity shall include the volume within the limits of the side slopes described in subparagraph "Side Slopes" of paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES of Section 35 20 23 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Materials" of paragraph DISPOSAL OF EXCAVATED MATERIAL of Section 35 20 23 DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Beach Tilling (Line Item 0004)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental beach tilling at the beach disposal sites. See Section 35 20 23 DREDGING.

1.5.2.2 Measurement

Beach tilling will be measured for payment by the area tilled to a tenth of an acre.

1.5.2.3 Unit of Measure

Acre.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data

W912EP-17-B-0010 SECTION 01 22 00 Page 5 Amendment 0002 entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

W912EP-17-B-0010 SECTION 01 22 00 Page 6 Amendment 0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

1.2.2 NEPA Reference

1.3 REFERENCES

1.4 QUALITY CONTROL

1.5 PERMITS AND AUTHORIZATIONS

1.6 SUBMITTALS

1.7 SUBCONTRACTORS

1.8 NOTIFICATION

1.9 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 Contractor Facilities and Other Work Areas

3.1.2.3 Solid Wastes

3.1.2.4 Fuel, Oil, and Lubricants

3.1.2.5 Hazardous Waste

3.1.2.6 Hazardous Materials

3.1.2.7 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 Turbidity

3.1.4.2 Oil, Fuel, and Hazardous Substance Spill Prevention and

Mitigation

3.1.5 Protection of Fish and Wildlife Resources

3.1.5.1 Endangered Species Protection

3.1.5.2 Manatee, Sea Turtle, and Whale Sighting Reports

3.1.5.3 Report Submission

3.1.5.4 Sea Turtle Beach Nest Monitoring

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3.1.5.5 Beach Placement Restrictions

3.1.5.6 Escarpments

3.1.5.7 Protection of Migratory Bird Species

3.1.6 Hardbottom and Seagrass Survey and Protection Measures

3.1.6.1 Hardbottom and Seagrass Survey

3.1.6.1.1 Diving Operations Plan

3.1.6.1.2 Hardbottom and Seagrass Report Format

3.1.6.1.3 Interim Hardbottom and Seagrass Surveys

3.1.6.2 Hardbottom and Seagrass Protection Measures

3.1.7 Protection of Air Resources

3.1.7.1 Particulates

3.1.7.2 Odors

3.1.8 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

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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 made in the NEPA document have been incorporated into these specifications. The NEPA document can be found at the following website:

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

1.3 REFERENCES

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

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U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.4 QUALITY CONTROL

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

1.5 PERMITS AND AUTHORIZATIONS

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 Water Quality Certificate: No. 0173188-002-JC; Effective Date 21 October 2005;

Expiration Date 21 October 2020, and Motification No. 0173188-003-JN issued March 29, 2010, and subsequent modifications.

The above permits indicate issuing agency approval of work required by this contract. Permits and environmental compliance documents, including Environmental Compliance Matrix (ECM) defining roles and responsibilities, are available at the following web address:

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

1.6 SUBMITTALS

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

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

Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Environmental Protection Plan; G, DO

No later than 30 calendar days after Notice to Proceed, the Contractor shall submit an 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

W912EP-17-B-0010 SECTION 01 57 20 Page 4 Amendment 0002 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:

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.

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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.

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. A plan of operations to include a description of beach and nearshore construction methods to be utilized, and drawings showing the work spaces to be used for the project (to include anchoring areas, pipeline corridors, staging areas and boat access corridors).

Pre-Construction Hardbottom and Seagrass Survey; G, DO

No later than 45 calendar prior to construction, the Contractor shall submit the pre-construction hardbottom and seagrass survey for review and acceptance by the Contracting Officer. The contractor shall prepare a map delineating the perimeter of all hardbottoms and seagrass beds within the proposed pipeline route, the 150-meter mixing zone adjacent to the dredge area, and all vessel operation areas at a resolution sufficient to help the contractor avoid anchoring within the beds, and for use for supplemental turbidity monitoring.

SD-07 Certificates

Marine Turtle Permit

The Contractor shall submit a copy of Florida Fish and Wildlife Conservation Commission (FF&WCC) permit for handling of sea turtle eggs.

Sea Turtle Nesting Monitor and Relocation Qualifications

Submit qualifications and permit no later than 30 calendar days after Notice to Proceed. The Contractor shall have a FF&WCC permitted subcontractor approved by the Contracting Officer to accomplish the sea turtle monitoring and relocation (as necessary) of this section unless he demonstrates to the satisfaction of the Contracting Officer the capability to accomplish sea turtle monitoring and recovery by obtaining a permit from the FF&WCC to

W912EP-17-B-0010 SECTION 01 57 20 Page 6 Amendment 0002 take turtles.

Bird Monitoring Qualifications; G, DO

No later than 30 calendar days after Notice to Proceed, 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 Only); G, DO

No later than 30 calendar days after Notice to Proceed, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the manatee observer. Appropriate qualifications for manatee observer shall be demonstrated experience monitoring manatees and their behaviors in association with in-water construction projects.

Hardbottom/Seagrass Monitoring Qualifications; G, DO

Prior to the preconstruction conference, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the hardbottom/seagrass monitor. Appropriate qualifications for the hardbottom/seagrass monitor shall be an individual with an academic background in marine biology/ecology (B.S. degree or higher), good working knowledge of hardbottom and seagrass habitat in Florida, and who is trained in hardbottom and seagrass species identification and density assessments.

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.

Logs/Summary of Marine Turtle Nesting and Relocation

Contractor shall submit as specified, logs and summary of marine turtles nesting and relocation.

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Logs/Summary of Anchor Drop Points, Pipeline Alignment and Dredge and Tug Operational Logs

Contractor shall submit logs of anchor drop points, pipeline alignment and dredge and tug operational logs as specified.

Post-Construction Hardbottom And Seagrass Survey; G, DO

Within 21 days following the completion of construction and demobilization, a post-construction hardbottom and seagrass survey shall be conducted following the same approximate transect routes as were used for the pre-construction survey, except that areas previously identified as barren sand do not need to be re-surveyed. Also, divers shall visit all anchor locations that were positioned within the perimeter of a seagrass bed or hardbottom area. Contractor shall submit within 15 calendar days following completion of the survey, the post-construction hardbottom and seagrass survey for review and acceptance by the Contracting Officer.

1.7 SUBCONTRACTORS

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

1.8 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 Contractor's environmental protection plan. The Contractor shall, after receipt of such notice, inform the Contracting Officer of proposed corrective action and take such action as may be approved. If the Contractor fails to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

No time extensions shall be granted or costs or damages allowed to the Contractor for any such suspension.

Additionally, the Contractor shall notify the Contracting Officer, in writing, of the absence or occurrence of environmental incidents, as required on the Project Environmental Summary Sheet, copy on the first web site indicated in paragraph CONSTRUCTION FORMS AND DETAILS below. Refer to paragraph SUBMITTALS above.

1.9 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

The Contractor's personnel shall be qualified to perform all phases of environmental protection, including methods of detecting and avoiding pollution, familiarization with pollution standards, both statutory and contractual, and careful installation and monitoring of the project to ensure adequate and continuous environmental pollution control. Quality Control and supervisory personnel shall be thoroughly knowledgeable of Federal, State , and local laws, regulations, and permits as listed in the Environmental Protection Plan submitted by the Contractor. Quality Control personnel will be identified in the Quality Control Plan submitted in accordance with Section 01 45 05 DREDGING/BEACH FILL PLACEMENT -

CONTRACTOR QUALITY CONTROL.

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PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

For contract work, the Contractor shall comply with all applicable Federal, State , or local laws and regulations. The environmental resources within the project boundaries and those affected outside the limits of permanent work under this contract shall be protected at least during the entire period of this contract. The Contractor shall confine activities to areas defined by the drawings and specifications.

Environmental protection shall be as stated in the following subparagraphs.

3.1.1 General Project Environmental Design and Installation Criteria

Some project sites have features that shall not be impacted in any way, including cultural, historic, or archeological features. At all sites, the Contractor shall minimize disturbance to existing features at the site to the extent possible, including vegetative, topographic, and drainage pattern features. Wetland, seagrass or hardbottoms impacts (temporary access, detours, staging areas, and other work area impacts) to project sites should be avoided and may require separate permitting action. Any wetlands temporarily impacted shall have its soil restored upon project completion. Expansion of previously permitted project footprints may likewise require separate permitting action.

In all cases, the installation of temporary systems to aid construction shall provide for protection of the environment during handling, installing, storing, utilizing, transporting, servicing, testing, refilling, transferring, pumping, processing, removing waste products, repairing and maintaining systems and their components. Necessary protection shall also be considered that would prevent contamination of the environment from impacts to the systems caused by storm water runoff and flooding. Retrofit of temporary systems on project sites to modern environmental protection design standards shall also be considered.

In the event environmental protection measures fail, the Contractor shall implement procedures to control and correct environmental damage. The Contractor shall coordinate with the Contracting Officer if environmental protection measures fail.

3.1.1.1 Sewage-Based Systems Environmental Design and Installation Criteria

In general, there shall be no waste or debris discharges of any kind for a project unless authorized by the Contracting Officer. This shall include the Contractor's providing sufficient temporary sanitary equipment and facilities for the project. The design and/or installation of temporary or permanent sewage systems shall ensure that waters will be free of effects of sewage discharges. Applicable Federal, State , or local codes and requirements regarding sewage shall be strictly adhered to in the design, such as those of the EPA and, in the case of the State, Chapter 62-620 (Wastewater Facilities) of the FAC. Best Management Practices from the applicable agencies shall also be adhered to in the design.

3.1.2 Protection of Land Resources

Prior to the beginning of any construction, the Contractor shall identify all land resources to be preserved or avoided within the Contractor's work

W912EP-17-B-0010 SECTION 01 57 20 Page 9 Amendment 0002 area. Materials displaced into uncleared areas shall be removed. The Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land…