Revision 0002, SPP Anna Maria Island.pdf

GROUP1-18-R-J012 1 Revision 0002

ADDENDUM TO THE STANDARD FORM 1442

Revision 0002 dated 24 January 2020

Shore Protection Project, Anna Maria Island, Beach Renourishment 2020, Manatee County, Florida

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

THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER

SOLICITATION NUMBER W912EP18R0029, GROUP 1 - UNRESTRICTED:

Callan Marine, Ltd. (W912EP19D0023); Cashman Dredging & Marine Contracting Co., LLC (W912EP19D0024); Cavache Inc. (W912EPD0025); Continental Heavy Civil Corp (CHC) (W912EP19D0026); Cottrell Contracting Corporation (W912EP19D0027); Great Lakes Dredge & Dock Company, LLC (W912EP19D0028); J.T. Cleary Inc. (W912EP19D0029);

Manson Construction Co. (W912EP19D0030); Marinex Construction, Inc.

(W912EP19D0031); Norfolk Dredging Company (W912EP19D0032); Orion Marine Construction, Inc. (W912EP19D0033); Southern Dredging Co., Inc. (W912EP19D0034); The Dutra Group (W912EP19D0035); Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0036); Weeks Marine, Inc. (W912EP19D0037).

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 1 - UNRESTRICTED

DREDGING MATOC POOL.

EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA) evaluation method. To be considered technically acceptable, an offeror’s proposal must be rated “Acceptable under all non-price factors.

The factors for evaluation will be as follows:

FACTOR 1 - Availability of technically acceptable dredge(s)

FACTOR 2 - Past performance

FACTOR 3 - Price

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

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

The contractor shall provide a letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the current location of dredge(s).

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

GROUP1-18-R-J012 2 Revision 0002 dredge(s) are available to meet the required period of performance as stated in the Notice of Intent.

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

FACTOR 2 - Past performance.

NO SUBMISSION REQUIREMENT. Past Performance information submitted in response to the Dredging MATOC (Solicitation No. W912EP18R0029) will be used to determine the offeror’s record of complying with contractual requirements and meeting acceptable levels of performance risk.

Evaluation Method:

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

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

FACTOR 3 – Price.

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

Offerors are required to submit the following:

(1) Completed Line Item and Pricing Schedule (see Section 00010A).

GROUP1-18-R-J012 3 Revision 0002

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

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

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 7. ISSUED BY:

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD.

JACKSONVILLE, FL 32207-8175

Block 9 -- For additional information contact:

A. NAME: Frederick L. Cooper

EMAIL ADDRESS: Frederick.L.Cooper@usace.army.mil

B. TELEPHONE NO.: 904-232-1186

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: The proposed project is to nourish approximately 5.5 miles of shoreline Anna Maria Island using beach compatible material. Work consists of beach fill between R-12 to R-41+305. The primary sand source will be located in Passage Key Inlet ebb shoal. The fill template design includes a berm crest elevation of +4.0 feet North American Vertical Datum 1988 (NAVD88). The seaward face of the berm has a slope of 1v:14h from R-12 to R-33 and a slope of 1v:15h for R-33 to R-41+305. The cut depths at the borrow areas vary from 14 feet to 27 feet with a two-foot disturbance depth. Project work also includes, but is not limited to, beach tilling, construction/vibration control and monitoring, turbidity monitoring, pipeline corridor mapping, endangered species monitoring, sea turtle trawl-sweeping(hopper dredges only), beach fill remediation, and incidental related work.

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

MAGNITUDE OF CONSTRUCTION: Between $15,000,000 and $25,000,000.

THIS SOLICITATION IS FOR GROUP 1 – UNRESTRICTED

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

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

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

BUSINESS SIZE STANDARD IS $27.5 MILLION.

mailto:Frederick.L.Cooper@usace.army.mil http://www.sam.gov/

GROUP1-18-R-J012 4 Revision 0002

Block 11 – Refer to FAR Clause 52.211-10 below for required performance period.

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 addresses by 2:00PM, local time on 06 February 2020 20 February 2020 to Frederick.L.Cooper@usace.army.mil; 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 date due for submittal of offers.

A. 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.

B. Offers providing less than 30 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

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

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

DUNS: CAGE:

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

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

Block 17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this Notice of Intent, if this offer is accepted by the Government in writing within 30 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) mailto:Frederick.L.Cooper@usace.army.mil mailto:tedra.n.thompson@usace.army.mil mailto:griselle.gonzalez@usace.army.mil

GROUP1-18-R-J012 5 Revision 0002

REVISION

NO.

DATE

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print to include email address)

Block 20B. EMAIL

ADDRESS

Block 20C. SIGNATURE Block 20D.

OFFER DATE

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

Tampa Resident Office

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

GROUP1-18-R-J012 Revision 0002

SF 30 CONTINUATION SHEET

Revision 0002

Shore Protection Project, Anna Maria Island, Beach Renourishment 2020, Manatee County, Florida

SUMMARY OF CHANGES

1. SPECIFICATIONS:

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

Volume 2 of 2 – Technical Specifications:

DELETE Submittal Register and REPLACE with the attached Submittal Register.

DELETE Table of Contents and REPLACE with the attached Table of Contents.

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

DELETE Section 01 52 10.

DELETE Section 35 20 25 and REPLACE with the attached revised Section 35 20 25.

2. DRAWINGS:

DELETE Drawing No. C-11 and REPLACE with the attached revised Drawing No. C-11.

DELETE Drawing No. C-13 and REPLACE with the attached revised Drawing No. C-13.

DELETE Drawing No. C-22 and REPLACE with the attached revised Drawing No. C-22.

(End of Summary of Changes)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 6 PAGES

GROUP1-18-R-J012

SPP, Beach Renourishment 2020, Anna Maria Island

01 11 00 SD-02 Shop Drawings

G DOGeneral Work Plan

01 22 00 SD-01 Preconstruction Submittals

G ROSchedule of Values

SD-07 Certificates

3.1.1 G RORequest for Progress Payment

01 30 00 SD-01 Preconstruction Submittals

Draft Joint Risk Register

List of Subcontractors

SD-07 Certificates

G ROPartnering Meeting(s) Written

Synopsis

Signature Authority

Drug-Free Work Place Record

01 32 01 SD-01 Preconstruction Submittals

1.2.1 G RORMS Schedules

1.2.2 G ROBar Chart

1.2.2 G RO'S' Curve

1.3 G DOEquipment Delivery Schedule

SD-07 Certificates

1.5Progress Photographs

01 33 00 SD-01 Preconstruction Submittals

G ROExport File

01 35 25 SD-01 Preconstruction Submittals

G RODive Operations Plan

SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

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C L A S S I F I C A T I O N

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 6 PAGES

SPP, Beach Renourishment 2020, Anna Maria Island

01 35 25 G RODive Personnel Qualifications

01 35 26 SD-01 Preconstruction Submittals

1.7 G DOAccident Prevention Plan (APP)

1.16 G DOAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12.1Mishap Notification

1.12.2 G DOAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.5Crane Operators/Riggers

1.7.2.2 G ROStandard Lift Plan

1.7.2.3 G DOCritical Lift Plan

1.7.2.4 G DONaval Architecture Analysis

1.8Activity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

01 45 05 SD-01 Preconstruction Submittals

G ROQuality Control Plan

SD-07 Certificates

Letter of Authority

G ROPersonnel Qualifications

01 50 02 SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan

3.8Security Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

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S P E C

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 6 PAGES

SPP, Beach Renourishment 2020, Anna Maria Island

01 50 02 SD-02 Shop Drawings

3.7Contractor's Temporary Facilities

Temporary Electric Drawings

01 55 26 SD-01 Preconstruction Submittals

G ROTraffic Control Plan

01 57 20 SD-01 Preconstruction Submittals

G DOEnvironmental Protection Plan

G DOTurtle Deflector Device

SD-06 Test Reports

Weekly Escarpment Reports

SD-07 Certificates

G DODedicated Manatee and Sea

Turtle Observer Qualifications

G DOEndangered Species Observer and Trawl Supervisor

Qualifications (For Hopper

Dredges Only)

SD-11 Closeout Submittals

G DOLogs/Final Summary Report

G DOProject Environmental Summary

Sheet

G DOTrawl Sweeping Daily Logs

G DOEndangered Species Observer

Program Final Report

01 57 25 SD-01 Preconstruction Submittals

G DOQualifications

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 6 PAGES

SPP, Beach Renourishment 2020, Anna Maria Island

01 57 25 G DOTurbidity Scope Of Work

G DODraft Turbidity Sampling Report

SD-03 Product Data

Calibration Standard

SD-06 Test Reports

Turbidity Monitoring

02 22 13 SD-01 Preconstruction Submittals

G DOVibration Control Specialist

G DOVibration Control Specialist

Alternate

G DOVibration Monitoring

Technician(s)

G DOStructural Inspection/Evaluation

Engineer

G DOPre-Construction Structural

Survey

G DOVibration Control Plan

SD-06 Test Reports

Vibration Monitoring Report

Daily Instrument Logs

G DOPost-Construction Structural

Survey

35 20 25 SD-02 Shop Drawings

G ROGeneral Work Plan

G ROProgress Map

Relocation of Navigation Aids

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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DESCRIPTION

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P A R A G R A P

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G O V T

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 6 PAGES

SPP, Beach Renourishment 2020, Anna Maria Island

35 20 25 G ROConstruction and Grade Stakes

Recovery Plan

3.6.5Noncompliant and Unacceptable

Material Contingency Plan

Electronic Tracking System

Charts

Dredge Location Control

Color-Coded Plot

G DOMaterial Screening And Removal

Plan

SD-04 Samples

Quality Control for Beach Fill

SD-07 Certificates

G RONotice of Intent to Dredge

G ROEquipment and Performance

Data

G DOGrade Stake Recovery

G DOBuoy and Anchoring Inventory

Recovery

1.7.4Notification of Discovery of

Historical Period Shipwreck Sites

Daily/Monthly Report of

Operations

Notice of Misplaced Material

Declaration of Inspection

SD-11 Closeout Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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A C T I V I T Y

N O

T R A N S M I T T A L

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P A R A G R A P

A S S I F I C A T I O N

G O V T

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 6 PAGES

SPP, Beach Renourishment 2020, Anna Maria Island

35 20 25 G ROGrade Stake Log

35 20 27 SD-01 Preconstruction Submittals

Dredge Plant Instrumentation

Plan Revisions or Addendum

G, CESAM-OP-J

SD-06 Test Reports

G ROData Appropriately Archived

Email

SD-07 Certificates

G ROLetter of National Dredging

Quality Management Program

Certification

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

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SPP, Anna Maria Island, Beach Renourishment 2020

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT (See Separate File)

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES (SEE BASE MATOC)

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

01 33 00 SUBMITTAL PROCEDURES (SEE BASE MATOC)

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

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS (SEE BASE MATOC)

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

BASE MATOC)

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY

CONTROL (SEE BASE MATOC)

01 50 02 TEMPORARY CONSTRUCTION FACILITIES (SEE BASE MATOC)

01 55 26 TRAFFIC CONTROL (SEE BASE MATOC)

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

(SEE BASE MATOC)

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

35 20 25 BEACH FILL

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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 Construction/Vibration Control and Monitoring (Line Item 0010)

1.4.3 Turbidity Monitoring (Line Item 0011)

1.4.4 Endangered Species Observer (Hopper Dredges Only, Line Item

0012)

1.4.5 Dedicated Manatee and Sea Turtle Observer (Mechanical Dredging

Only, Line Item 0015)

1.4.6 Mobilization and Demobilization for Sea Turtle Trawl Sweeping

(Hopper Dredge Only, Line Item 0013)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Beach Fill (Line Item 0002 and 0004)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Remediation of Noncompliant Material (Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Screening (Line Item 0003 and 0005)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Transportation and Disposal of Noncompliant Material (Line

Item 0007)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Beach Tilling (Line Item 0008 and 0009)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Standby Time (Line Item 0016)

1.5.6.1 Measurement and Payment

1.5.6.2 Unit of Measure

1.5.7 Partnering Regroup (Line Item 0017)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

SECTION 01 22 00 Page 1

1.5.8 Sea Turtle Trawl Sweeping (Hopper Dredge Only, Line Item 0014)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 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

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

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.

1.2 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 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site indicated in Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM).

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 30 calendar days after Notice to Proceed:

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.

SECTION 01 22 00 Page 3

SD-07 Certificates

Request for Progress Payment ; G, RO

Submit monthly in accordance with subparagraph "Requesting Progress Payment" below.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit "JOB" 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 job 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 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 Construction/Vibration Control and Monitoring (Line Item 0010)

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.

1.4.3 Turbidity Monitoring (Line Item 0011)

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.

1.4.4 Endangered Species Observer (Hopper Dredges Only, Line Item 0012)

Payment will be made for costs associated with or incidental to endangered species observers and pipeline corridor mapping . See Section 01 57 20

ENVIRONMENTAL PROTECTION.

SECTION 01 22 00 Page 4

1.4.5 Dedicated Manatee and Sea Turtle Observer (Mechanical Dredging Only, Line Item 0015)

Payment will be made for costs associated with or incidental to dedicated manatee and sea turtle observers. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.4.6 Mobilization and Demobilization for Sea Turtle Trawl Sweeping (Hopper Dredge Only, Line Item 0013)

Payment will be made for costs associated with or incidental to mobilization and demobilization for sea turtle trawling and relocation (Hopper Dredge Only). See Section 01 57 20 ENVIRONMENTAL PROTECTION.

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 Beach Fill (Line Item 0002 and 0004)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to barricades and signs, debris removal, pipeline crossing ramps and walkways, excavation and transportation of beach fill, constructing the beach profile and final dressing; escarpments; noise control; dive reports; installation, operation, or maintenance of the electronic positional monitoring equipment and condition surveys. See Sections

01 57 20 ENVIRONMENTAL PROTECTION, 01 57 25 TURBIDITY AND DISPOSAL

MONITORING, and 35 20 25 BEACH FILL.

b. In addition to the above, payment will be made for in-place beach fill to the tolerance line indicated on both berm and slope.

Payment quantities will be determined by the Government using average end area method of calculation, except in locations where a Construction Baseline (CBL) Points of Intersection (PI) existing between two stations and at the end tapers/transitions. At these two locations, Digital Terrain Model (DTM) surface-to-surface method of calculation shall be used. When beach fill is placed above the slough zone to compensate for wave action, payment will be based on a cut and fill calculation. No payment will be made for material placed in excess of the tolerance template A(T) indicated on the drawings.

1.5.1.2 Measurement

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

SECTION 01 22 00 Page 5 in Volume 1) are believed to represent accurately the existing conditions at the time the surveys were performed, but the depths and elevations shown thereon may be verified and corrected by elevations and soundings taken before commencing the work. 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. Beach fill satisfactorily placed will be measured for payment by use of the average end area method and Digital Terrain Model (DTM) surface-to-surface difference method at the respective locations stated in subparagraph "Payment" above. The quantities will be computed by the Government in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Measurement of quantity placed for pay purposes will be based on original and final surfaces made on the section or reach indicated on the drawings. The Contractor shall give 3 calendar days advance notice, in writing, to the Contracting Officer's Representative of the need to perform the original and final surveys. Quality Control Surveys shall be the responsibility of the Contractor. Monthly partial payments will be based on approximate quantities determined by measurement of the in-place beach fill and in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

c. In accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1, the Government will perform pre- and post-construction topographic survey at 100-foot stations with elevations taken at 10-foot cross shore intervals, including breaks in slope, from the baseline to the toe slope elevation. An additional cross section shall be collected at CBL PI's along a line bisecting the angular difference of lines tangent to the incoming and outgoing CBL and every 50 feet within the end tapers/transitions. In order to achieve final grade in slough zone, the Contractor shall place material to final grade within tolerance for the entire slope or may stockpile beach fill up-slope of slough zone. After stockpiled beach fill is measured for payment, the Contractor shall shape the slope to within the minimum and tolerance grades from top of slope to waterline producing a smooth uniform slope. Once post-construction survey is performed, no measurements will be revised except on suspicion of fraud or obvious error.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Remediation of Noncompliant Material (Line Item 0006)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to remediation of noncompliant material found on the beach fill template and determined by the Contracting Officer to have originated from within the borrow area only. Remediation procedures for noncompliant material are indicated in paragraph QUALITY CONTROL FOR BEACH FILL of Section 35 20 25 BEACH FILL. No payment will be made for remediation of noncompliant material resulting from overexcavation or excavation outside the limits of the borrow area. Remediation to remove material greater than 3/4 inch shall be at the Contractor's expense and this line item not implemented.

If performance of this line item is not required or implemented per the

SECTION 01 22 00 Page 6

NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.2.2 Measurement

Remediation of noncompliant material will be measured for payment by the actual area of noncompliant material blended with adjacent material to the tenth (0.1) of an acre . The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only.

1.5.2.3 Unit of Measure

Acre.

1.5.3 Screening (Line Item 0003 and 0005)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to separation of any material greater than 3/4 inches in diameter by a method to be determined by the Contractor and approved by Contracting Officer. See Section 35 20 25 BEACH FILL.

1.5.3.2 Measurement

Separation of material greater than 3/4 inches in diameter will be measured for payment by the Beach fill quantity satisfactorily placed.

The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity placed.

1.5.3.3 Unit of Measure

Cubic Yard.

1.5.4 Transportation and Disposal of Noncompliant Material (Line Item 0007)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to transportation and disposal of unacceptable material (greater than 3/4 inches in diameter) that is screened by method to be determined by the Contractor and approved by Contracting Officer. See Section 35 20 25

BEACH FILL.

1.5.4.2 Measurement

Transportation and disposal of material (greater than 3/4 inches in diameter) will be measured for payment by the quantity disposed. The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity disposed.

1.5.4.3 Unit of Measure

Cubic yard.

SECTION 01 22 00 Page 7

1.5.5 Beach Tilling (Line Item 0008 and 0009)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to beach tilling. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 20 25

BEACH FILL.

1.5.5.2 Measurement

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

1.5.5.3 Unit of Measure

Acre.

1.5.6 Standby Time (Line Item 0016)

1.5.6.1 Measurement and Payment

Standby time for dredging will be paid for each hour or part (rounded to nearest quarter hour) thereof that the plant is not in operation by request of the the Contracting Officer or the Administrative Contracting Officer (ACO). Payment will be made for costs associated with or incidental to standby of the dredge plant only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.6.2 Unit of Measure

Hour.

1.5.7 Partnering Regroup (Line Item 0017)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to conducting a partnering regroup. This line item is not subject to the VARIATION IN ESTIMATED QUANTITY clause, and the Contractor will only be paid for the actual number of partnering regroups conducted. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.7.2 Measurement

The basis for payment will be for the completion of each partnering regroup meeting and Government receipt of all completed work products.

1.5.7.3 Unit of Measure

Each.

SECTION 01 22 00 Page 8

1.5.8 Sea Turtle Trawl Sweeping (Hopper Dredge Only, Line Item 0014)

1.5.8.1 Payment

Payment will be made for costs associated with or incidental to the Sea Turtle Trawl Sweeping. This price shall include all costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to clear and/or relocate sea turtles from in the vicinity of the dredge, and shall include the cost of reporting as specified. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

1.5.8.2 Measurement

Sea Turtle Trawl Sweeping will be measured for payment based upon the duration of performance on a daily basis. A day of trawl sweeping is defined as 24 hours of continuous trawling. The Contractor shall conduct trawl sweeping as described in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.8.3 Unit of Measure

Day.

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 entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

Once the complete pay application package is received to include the Contractor's signed ENG 93, the 14 calendar days will commence.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding

SECTION 01 22 00 Page 9 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 --

SECTION 01 22 00 Page 10

SECTION TABLE OF CONTENTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 20 25

BEACH FILL

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 DEFINITIONS

1.3.1 Acceptance Sections

1.3.2 Compensating Slopes

1.3.3 Erosion Control Line (ECL)

1.3.4 Construction Baseline (CBL)

1.3.5 Maximum Dredging Depth

1.3.6 Target Depth

1.3.7 Work Area

1.4 SYMBOL AND ACRONYM USE

1.5 SUBMITTALS

1.6 PROJECT SCOPE

1.6.1 Project Order of Work

1.6.2 Project Coordination

1.6.3 Project Work Permits and Responsibilities

1.6.3.1 Project Traffic and Navigation

1.6.4 Protection of Existing Structures from Construction Activity

1.6.4.1 Protection of Existing Utilities from Construction Activity

1.6.4.2 Damages to Adjacent Property and Structures

1.6.5 Project Work Violations

1.6.6 Project Final Cleanup

1.7 ENVIRONMENTAL PROTECTION

1.7.1 Pumping of Bilges

1.7.2 Fuel Oil Transfer Operations

1.7.3 Turbidity

1.7.4 Notification of Discovery of Historical Period Shipwreck Sites

1.8 NOTIFICATION OF COAST GUARD

1.8.1 Navigation Aids

1.8.2 Dredging Aids

1.9 WORK AND ACCESS AREA

1.10 SIGNAL LIGHTS

1.11 CRANE AND DRAGLINE SAFETY REQUIREMENTS

1.12 Special Events

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 OVERALL WORK AREA PROVISIONS

3.1.1 Construction Plans and Contract Documents

3.1.2 Staging and Access Areas

3.1.3 Existing Conditions Documentation

SECTION 35 20 25 Page 1

3.1.4 Public Protection

3.1.4.1 Work Area Signs and Barriers

3.1.4.2 Dedicated Safety and Flag Person

3.1.5 Noise Control

3.1.5.1 Hauling and Excavating Equipment

3.1.5.2 Booster Pumps Noise Control

3.1.5.3 Sound Pressure Measurements

3.1.6 Buoy and Anchoring Inventory

3.1.7 Protection of Existing Vegetation

3.1.8 PROTECTION OF EXISTING HARDBOTTOM AND CULTURAL RESOURCE AREAS

3.1.9 Scientific Divers

3.2 EXCAVATION

3.2.1 General

3.2.2 Borrow Area Characteristics

3.2.3 Borrow Area Dredging

3.2.4 Overflow Dredging

3.2.5 Borrow Area Excavation Limitations

3.2.6 Unsuitable Material

3.2.7 Magnetic Anomalies

3.2.8 Probability of Rock or Debris in Borrow Area

3.2.9 Dredge Location Control

3.2.9.1 Hydraulic Dredge Control

3.2.9.2 Other Dredge Type Control

3.2.9.3 Color-Coded Plot and Dredge Track Drawing Contents

3.2.10 Deduction for Nonconforming Work

3.3 TRANSPORT OF EXCAVATED MATERIALS

3.3.1 Scow

3.3.1.1 Mis-Dump

3.3.1.2 Leakage

3.3.2 Pipeline Transportation

3.3.2.1 Submerged Pipeline

3.3.2.2 Floating Pipeline

3.3.2.3 Upland Pipeline

3.3.2.4 Visual Inspection of Pumpout and Pipeline Locations

3.3.3 Spillage and Leakage

3.3.3.1 Scows

3.3.3.2 Pipeline

3.3.4 Rock Screening and Removal

3.3.5 Existing Structures

3.4 BEACH FILL

3.4.1 General

3.4.2 Construction

3.4.2.1 Construction Equipment Limitations

3.4.2.2 Grade Stake Installation and Recovery Operations

3.4.2.3 Control of Fill

3.4.2.4 Ramps and Walkways

3.4.3 Placement

3.4.3.1 Screening and Disposal of Material

3.4.3.2 Dressing for Payment

3.4.3.3 Dressing for Final Acceptance

3.4.3.4 Escarpments

3.4.4 Tolerances

3.4.5 Misplaced Materials

3.5 QUALITY CONTROL

3.5.1 Preparatory Inspection

3.5.2 Initial Inspections

3.5.3 Follow-up Inspection

3.6 QUALITY CONTROL FOR BEACH FILL

3.6.1 Compliance Criteria for Beach Fill Material

SECTION 35 20 25 Page 2

3.6.2 Beach Fill Observation and Sampling

3.6.3 Determination of Areal Extent of Noncompliant Beach Fill

3.6.4 Remediation

3.6.5 Noncompliant and Unacceptable Material Contingency Plan

3.7 INSPECTION

3.7.1 Quality Assurance Representative (QAR)

3.7.2 Failure to Comply

3.8 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 35 20 25 Page 3

SECTION 35 20 25

BEACH FILL

PART 1 GENERAL

1.1 SUMMARY

The project work covered by this section consists of furnishing all plant, labor, equipment, supplies, and material, and of performing all operations in connection with excavating, transporting, and placing beach fill along the project shoreline as indicated on the drawings, as described by applicable permits, and/or as specified herein. Related sections are

01 11 00 SUMMARY OF WORK, 01 57 20 ENVIRONMENTAL PROTECTION, 01 57 25

TURBIDITY AND DISPOSAL MONITORING, and 02 22 13 VIBRATION MONITORING

REQUIREMENTS FOR EXISTING STRUCTURES.

1.2 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM D422 (1963; R 2007; E 2014; E 2014)

Particle-Size Analysis of Soils

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.3 DEFINITIONS

1.3.1 Acceptance Sections

Fill placement acceptance sections are defined as the portion of the renourished beach lying between two immediately adjacent pay profile lines.

1.3.2 Compensating Slopes

The allowance for pay volume above the fill tolerance to compensate for vacancies within the fill template due to sediment relocated by natural forces between the time of placement and payment surveys.

1.3.3 Erosion Control Line (ECL)

The boundary between private property and State land.

1.3.4 Construction Baseline (CBL)

To closely resemble the shoreline, a Construction Baseline (CBL) was established. The CBL determines the seaward/gulfward berm crest width and the construction stationing for pre- and post-payment surveys.

SECTION 35 20 25 Page 4

1.3.5 Maximum Dredging Depth

Depth within the designated borrow area limits below which the contractor shall not excavate. Penalties associated with excavation below this depth, as evidence by the after dredge survey, are included herein. Contractor will not be penalized for locations in the borrow area which were already deeper than maximum depth prior to dredging. The Florida Department of Environmental Protection (FDEP) designated "disturbance depth" is a 2 foot layer located beneath maximum depth in which material can be agitated but not removed.

1.3.6 Target Depth

Depth within the designated borrow area limits to which the Contractor shall excavate before being permitted by the Contracting Officer to proceed to another subdivision within that borrow area, or relocate to another borrow area. The target depth for this project is set at one foot above the maximum dredging depth for each of the subsections of the borrow areas.

1.3.7 Work Area

Work area is defined as the area where Contract work is to be performed, as shown on the contract drawings, impacted by contractor operations, and additional areas agreed by the Contracting Officer.

1.4 SYMBOL AND ACRONYM USE

/ = or b/c = because CBL = Construction Baseline FDEP = Florida Department of Environmental Protection

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:

SD-02 Shop Drawings

Unless otherwise indicated below, Shop Drawings shall be submitted no later than 30 calendar days after Notice to Proceed.

General Work Plan ; G, RO

The Contractor shall submit a Work Plan for review and approval by the Contracting Officer. The work plan shall include but not be limited to the following:

a. Excavat i on Dept h Pr ot ect i on: Provide a detailed description of methods and equipment to be used for each operation, and the sequence of operations, including sketches showing how the Contractor will not excavate below the maximum excavation depth at the borrow area(s) as indicated in the contract drawings.

SECTION 35 20 25 Page 5

b. Buoy Log: The Contractor shall develop a method of inventory for all anchors, buoys, and buoy cables used in the construction of the project. This record shall be used by the Contractor to recover all buoys and anchoring equipment at the completion of the project.

c. Gr ade St ake Log: The Contractor shall provide a sample Grade Stake Log used on the project and indicate how the log is prepared and maintained to inventory the grade stakes used on the project. The log shall include information concerning the location, installation, and recovery of all grade stakes. The Contractor shall make this log available for review by the appropriate Government personnel upon request. Upon completion of the project, the Contractor shall furnish the log to the Contracting Officer.

d. St agi ng and Access Ar ea: The Contractor shall indicate if they plan on obtaining additional access or staging areas for their construction operations other than what is shown on the drawings. If the Contractor plans on obtaining additional access/staging areas, submit proposed drawings depicting the areas for Contracting Officer approval. Contractor shall also provide staging and access area existing conditions per Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES. Contractor shall provide a plan for pipeline staging. Contractor shall not store pipe on the beach for more than 30 days at a time in one location. Pipeline storage shall be designated and approved by the contracting provide a plan for fueling locations and procedures.

e. Publ i c Pr ot ect i on: Provide a Contractor's plan for ensuring pedestrian, worker, and vehicular safety at each access location used by the Contractor. Submit means and methods for pedestrian protection during beach fill operations for review and approval by the Contracting Officer. Submit product information and methods of installation for orange safety fencing for crowd control.

Submit methods of staking in place and maintenance of system for duration of construction.

f. Wor k Pl an and Basel i ne Near shor e Har dbot t om Map: Provide construction drawings and digital files of the drawings in CADD showing proposed pipeline corridors, anchoring areas, staging areas, boat access corridors relative to the Nearshore Hardbottoms as shown on the plans.

Progress Map ; G, RO

Provide a progress schedule map of the Contractor's design. The progress schedule map shall be a plan view drawing depicting the beach fill site and access areas to used on the project. The map shall show all acceptance sections (AS), access/staging areas, R-monuments, adjacent street names, and pipeline landings anticipated to be used on the project, groin construction. For each AS, the information shall list the following: Anticipated quantity of material per acceptance section, projected dates for fill to be placed and completed. The map shall provide dates when access areas are to be used and ready for public use. The map will be color coordinated with the following color scheme: Red depicting an area not ready for construction, Orange depicting an area currently being worked, and Green meaning an area accepted by

SECTION 35 20 25 Page 6 the Contracting Officer and ready for public use. The map shall beupdated at least weekly and whenever significant changes occur to the projected dates. Since the map will be used by the Government for coordination with the public and to track progress, the update shall be provided prior to the weekly project progress meeting.

Relocation of Navigation Aids

Within 7 calendar days following receipt of Notice of Award, the Contractor shall notify the Commander, Seventh Coast Guard District, Miami, Florida of their plan to dredge adjacent to any aids which require relocation to facilitate dredging for each project fill segment. The notification shall be sent via Fax to 305-415-6757, ATTN: Mr. Gene Stratten. This notification shall be immediately followed by a formal written request with a copy to the Contracting Officer. The Contractor shall also contact the U.S. Coast Guard at 305-415-6750 for information concerning the position to which the aids will be relocated.

Construction and Grade Stakes Recovery Plan ; G, RO

The Contractor shall submit a Construction and Grade Stakes Recovery Plan. The plan will outline the steps that the Contractor will implement to recover all the stakes used on the project. This plan will include the use of the Grade Stake Log submitted with the General Work Plan above.