W912EP18R0029_MATOC_FY18_Specifications_Volume_2.pdf

W912EP-18-R-0029

Jacksonville District

Regional Indefinite Delivery Indefinite Quantity (IDIQ) Multiple Award Task Order Contracts (MATOCs) For Maintenance Dredging And Shore Protection Projects within the Boundaries of the South Atlantic Division

Construction Solicitation and Specifications Volume 2 of 2

(See Volume 1 of 2 for Issue Date)

Regional IDIQ MATOCs For Miscellaneous Maintenance Dredging Projects within the Boundaries of the South Atlantic Division

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK (SEE TASK ORDER)

01 22 00 MEASUREMENT AND PAYMENT

01 22 00.10 MEASUREMENT AND PAYMENT (SEE TASK ORDER)

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01.10 PROJECT SCHEDULE (Alternate)

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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

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

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION (SEE TASK ORDER)

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING (SEE TASK ORDER)

35 20 25 BEACH FILL (SEE TASK ORDER)

35 20 26.01 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

TRACKING PROFILE

35 20 26.02 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

MONITORING PROFILE

35 20 26.03 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

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PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK (SEE TASK ORDER)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK (SEE TASK ORDER)

SECTION 01 11 00 Page 2

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 UNIT PRICE PAYMENT ITEMS

1.4.1 Quality Contol Plan (Line Item 0001)

1.4.1.1 Unit of Measure

1.4.2 Environmental Protection Plan (Line Item 0002)

1.4.3 Unit of Measure

1.4.4 Accident Prevention Plan (Line Item 0003)

1.4.4.1 Unit of Measure

1.4.5 Turbidity Monitoring (Line Item 0004)

1.4.5.1 Unit of Measure

1.4.6 Environmental Species Observers - On Dredge (Line Item 0005)

1.4.6.1 Measurement and Payment

1.4.6.2 Unit of Measure

1.4.7 Environtmental Species Observers - Placement Location (Line

Item 0006)

1.4.7.1 Measurement and Payment

1.4.7.2 Unit of Measure

1.4.8 Mobilization and Demobilization for Non-Capture Sea Turtle

Trawl Sweeping and Relocation (Line Item 0007)

1.4.8.1 Unit of Measure

1.4.9 Sea Turtle Trawl Non-Capture Trawl Sweeping and Relocation

(Line Item 0008)

1.4.9.1 Unit of Measure

1.4.10 Screening (Line Item 0009)

1.4.10.1 Payment

1.4.10.2 Measurement

1.4.10.3 Unit of Measure

1.4.11 Beach Tilling (Line Item 0010)

1.4.11.1 Payment

1.4.11.2 Measurement

1.4.11.3 Unit of Measure

1.4.12 Escarpment Removal (Line Item 0011)

1.4.12.1 Payment

1.4.12.2 Measurement

1.4.12.3 Unit of Measure

1.4.13 Remediation of Noncompliant Material (Blending), (Line Item

0012)

1.4.13.1 Payment

1.4.13.2 Measurement

SECTION 01 22 00 Page 1

1.4.13.3 Unit of Measure

1.4.14 Remediation of Noncompliant Material (Screening), (Line Item

0013)

1.4.14.1 Payment

1.4.14.2 Measurement

1.4.14.3 Unit of Measure

1.4.15 Construction/Vibration Monitoring & Sensor (Line Item 0014)

1.4.15.1 Measurement and Payment

1.4.15.2 Unit of Measure

1.4.16 General and Administrative Overhead (Line Item 0015)

1.4.16.1 Measurement and Payment

1.4.16.2 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

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.

1.1.1 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 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 (http://rms.usace.army.mil).

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

SECTION 01 22 00 Page 3 after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values; G, RO

Provide a breakdown of lump sum 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 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.

1.4.1 Quality Contol Plan (Line Item 0001)

Payment will be made for all efforts associated with or incidental to developing the Quality Control Plan. See Section 01 45 05 DREDGING/BEACH

FILL PLACEMENT - CONTRACTOR QUALITY CONTROL.

1.4.1.1 Unit of Measure

Each.

1.4.2 Environmental Protection Plan (Line Item 0002)

Payment will be made for all efforts associated with or incidental to developing the Environmental Protection Plan. See Section 01 57 20 ENVIRONMENTAL PROTECTION in task order.

1.4.3 Unit of Measure

Each.

1.4.4 Accident Prevention Plan (Line Item 0003)

Payment will be made for all efforts associated with or incidental to developing the Accident Prevention Plan. See Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS.

1.4.4.1 Unit of Measure

Each.

1.4.5 Turbidity Monitoring (Line Item 0004)

Payment will be made for costs associated with or incidental to obtaining, SECTION 01 22 00 Page 4 analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.5.1 Unit of Measure

Day.

1.4.6 Environmental Species Observers - On Dredge (Line Item 0005)

1.4.6.1 Measurement and Payment

Payment will be made for costs associated with or incidental to furnishing a Manatee and Sea Turtle Observer. 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.

Submit qualifications and permit no later than 15 calendar days prior to the Preconstruction Conference as follows: 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 take turtles.

1.4.6.2 Unit of Measure

Day.

1.4.7 Environtmental Species Observers - Placement Location (Line Item 0006)

1.4.7.1 Measurement and Payment

Payment will be made for costs associated with or incidental to furnishing a Bird Monitor. Bird monitoring will be paid for each day or part thereof that the monitor is required by request of the Contracting Officer. Payment will be made for costs associated with or incidental to bird monitoring only upon implementation of this line item.

Prior to the Preconstruction Conference, the Contractor shall furnish the qualifications of the bird monitor(s) to the Contracting Officer for approval. The Contractor shall furnish an approved plan prior to the issuance of NTP. These qualifications shall also be included as part of the Migratory Bird Protection Plan in the Environmental Protection Plan.

Appropriate qualifications for bird monitors shall be a demonstrated ability to find and identify bird species, nesting behavior, nests, and eggs. Monitors shall have extensive knowledge of species' nesting habitat requirements (specifically beach-nesting bird species, including all nesting sea and shorebird species found in Florida,) general and nesting behavior characteristics, nests and eggs, and a knowledge of habitat requirements and experience implementing a variety of methods to deter birds from nesting, and experience working as a migratory bird monitor for construction projects. In addition, references shall be provided to verify non-educational experience. The qualifications shall be submitted on the Bird Monitoring Qualification Sheet (See Construction Forms & Details module indicated in paragraph CONSTRUCTION FORMS AND DETAILS below). The

SECTION 01 22 00 Page 5

Contracting Officer shall consult with and coordinate all monitoring plans and activities with the USACE designated biologist.

1.4.7.2 Unit of Measure

Day.

1.4.8 Mobilization and Demobilization for Non-Capture Sea Turtle Trawl Sweeping and Relocation (Line Item 0007)

Payment will be made for costs associated with or incidental to mobilization and demobilization for sea turtle trawling and relocation (for Hopper Dredges Only).

1.4.8.1 Unit of Measure

Each.

1.4.9 Sea Turtle Trawl Non-Capture Trawl Sweeping and Relocation (Line Item 0008)

Payment

Payment will be made for costs associated with or incidental to the Sea Turtle Trawl Sweeping and Relocation. 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.

1.4.9.1 Unit of Measure

Each.

1.4.10 Screening (Line Item 0009)

1.4.10.1 Payment

Payment will be made for costs associated with or incidental to beach placement 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. Screened material shall be removed and disposed at a location accepted by the Contracting Officer. Crushing of rock and dispersing in the fill material shall not be allowed. The method by which the Contractor removes the retained material shall be of their own design and shall be constructed so as to insure removal of all such rock. If using a Hopper Dredge, screening shall not be performed at the drag head. The material retained will include rock fragments, whole and broken shell, and coral fragments. The Contractor's method of screening for rock removal shall be of their own design, however, the outfall discharge shall be fully encased by the 3/4 inch screen on all sides, including top and bottom, and not allow for any discharge to escape without passing through the 3/4 inch screen.

1.4.10.2 Measurement

Separation, transportation and disposal of rock (greater than 3/4 inches in diameter) will be measured for payment by the quantity disposed. The

SECTION 01 22 00 Page 6 estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity disposed.

1.4.10.3 Unit of Measure

Cubic yard.

1.4.11 Beach Tilling (Line Item 0010)

1.4.11.1 Payment

Tilling is required to a depth of 36 inches. Tilling occurs during shorebird nesting season, shorebird surveys prior to tilling shall be required. It is the responsibility of the Contractor to avoid tilling, scarp removal, or dune vegetation planting in areas where nesting birds are present. Each pass of the tilling equipment shall be overlapped to allow thorough and even tilling. If the project is completed during the marine turtle nesting season, tilling shall not be performed in areas where nests have been left in place or relocated.

1.4.11.2 Measurement

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

1.4.11.3 Unit of Measure

Acre.

1.4.12 Escarpment Removal (Line Item 0011)

1.4.12.1 Payment

Payment will be made for costs associated with or incidental to escarpment removal. Visual surveys for escarpments along the project area shall be made immediately after completion of sand placement. Escarpments that exceed 18 inches in height for a distance of at least 100 feet shall be leveled and the beach profile shall be reconfigured to minimize scarp formation.

1.4.12.2 Measurement

Measurement will be by the linear foot of escarpment removed.

1.4.12.3 Unit of Measure

Linear Foot.

1.4.13 Remediation of Noncompliant Material (Blending), (Line Item 0012)

1.4.13.1 Payment

Blending of noncompliant material not to exceed 36" deep and a minimum of 12" deep (i.e. when exceeding compliance values listed at indicated beach sites for silt, fine gravel, shell, or Munsell color) with compliant material to achieve a sand mixture that acceptably complies with the compliance criteria.

SECTION 01 22 00 Page 7

1.4.13.2 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.

1.4.13.3 Unit of Measure

Acre.

1.4.14 Remediation of Noncompliant Material (Screening), (Line Item 0013)

1.4.14.1 Payment

Screening unacceptable materials such as material greater than 3/4 inch, clay balls and other unacceptable materials such as trash and construction debris, from the fill within the area for remediation and depth not to exceed 36" or as determined by the contracting officer.

1.4.14.2 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.

1.4.14.3 Unit of Measure

Acre.

1.4.15 Construction/Vibration Monitoring & Sensor (Line Item 0014)

1.4.15.1 Measurement and Payment

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. Sensors shall be capable of of monitoring per requirements in said section.

1.4.15.2 Unit of Measure

Each (Sensor).

1.4.16 General and Administrative Overhead (Line Item 0015)

1.4.16.1 Measurement and Payment

"General and administrative (G&A) expense" means any management, financial, and other expense which is incurred by or allocated to a business unit and which is for the general management and administration of the business unit as a whole. G&A expense does not include those management expenses whose beneficial or causal relationship to cost objectives can be more directly measured by a base other than a cost input base representing the total activity of a business unit during a cost accounting period.

1.4.16.2 Unit of Measure

Percentage.

SECTION 01 22 00 Page 8

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 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 --

SECTION 01 22 00 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT (SEE TASK ORDER)

SECTION 01 22 00.10 Page 1

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT (SEE TASK ORDER)

SECTION 01 22 00.10 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.2 Partnering Regroups

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. Contractor shall use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget.

Related Sections are 01 32 01.10 PROJECT SCHEDULE, and 01 45 05

DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL.

1.2 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

List of Subcontractors

Documentation of compliance with Clauses SUBCONTRACTS (LABOR STANDARDS) and LIMITATIONS ON SUBCONTRACTING of Section 00700 CONTRACT CLAUSES in Volume 1, and, if included, paragraph

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

As part of the initial project schedule, submit a list of proposed subcontractors with company name, person to contact, street address, mail address, phone number, type of specialty and estimated subcontract quote.

Certificate of Insurance

Refer to Clause INSURANCE--WORK ON A GOVERNMENT INSTALLATION of Section 00700 CONTRACT CLAUSES in Volume 1.

SD-07 Certificates

Signature Authority

Furnish a power of attorney or a notarized letter of authority from Contractor identifying local representatives authorized to sign contract documents.

SECTION 01 30 00 Page 2

Drug-Free Work Place Record

Documentation of compliance with Clause DRUG-FREE WORKPLACE of Section 00700 CONTRACT CLAUSES in Volume 1 (see subparagraphs (b)(1) through (b)(7)).

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Contractor shall use Corps of Engineers' Resident Management System for construction information management. See Section 01 45 00 RESIDENT

MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).

1.4 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

-- Preconstruction Conference -- Partnering Meeting -- Partnering Regroup Meetings -- Coordination Meeting -- Preparatory and Initial Phase meeting for each feature of work -- Project Progress Meetings

Project meetings are described in detail in subparts below.

1.5 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE of Section 00700 CONTRACT CLAUSES in Volume 1. Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP) acknowledgment. (Refer to subparagraph "Preconstruction Conference Submittals" below.) Contracting Officer will notify Contractor of time, place, and agenda. Contractor shall notify key subcontractors and suppliers to attend. Contracting Officer will discuss contract "ground rules" and general issues including:

-- Lines of Contracting Officer authority -- Lines of Contractor authority -- 00700 Contract Clauses -- 00800 Special Contract Requirements -- Contract Administration -- Progress Payment -- Correspondence Procedures -- Project Schedule -- Submittal Register -- Labor requirements -- General Site Safety -- FDEP Permit Requirements

1.5.1 Preconstruction Conference Minutes

Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may use an audio or video tape. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and return. Signed minutes become part of the contract file. Audio or video tapes if used will be made available for Contractor to review or copy at

SECTION 01 30 00 Page 3

Area Office.

1.5.2 Preconstruction Conference Submittals

The timing of submission of submittals and completion of the Preconstruction Conference is intended to allow the Contractor and the Government adequate time to prepare for commencement of work. However, should the Contractor fail to submit required items and receive acceptance and/or approval within the times stated, the Contractor will not be permitted to commence work until these requirements have been satisfied.

Any delays attributable to the Contractor's failure to comply with these pre-work requirements shall be at the Contractor's expense and may be cause for remedial action by the Contracting Officer. Submittals required by this Section are described in paragraph SUBMITTALS above.

1.5.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

-- Project Schedule - See Section 01 32 01.10 PROJECT SCHEDULE -- Diving Plan - See Section 01 35 25 OWNER SAFETY REQUIREMENTS -

DIVING

-- Accident Prevention Plan - See Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS

-- Quality Control Plan - See Section 01 45 05 DREDGING/BEACH FILL

PLACEMENT - CONTRACTOR QUALITY CONTROL

-- Temporary Facilities Plan - See Section 01 50 02 TEMPORARY

CONSTRUCTION FACILITIES

-- Environmental Protection Plan - See Section 01 57 20

ENVIRONMENTAL PROTECTION

1.5.2.2 Divisions 02 through 48 Submittals

In addition to the above, bring submittal items for materials, workmanship, plans or events required early in project schedule which are ready for transmittal to Contracting Officer. Prepare transmittal of submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.6 PARTNERING

Contracting Officer wants to have a bilateral project partnership with Contractor that draws on strengths of both organizations to identify and achieve common goals. Typical partnering goals include:

-- Effective and efficient contract performance -- Project completion on time and within budget -- Construction completed according to plans and specifications -- Development of cooperative management teams -- Project success with customer (stakeholders) satisfaction -- Improved Project communication

1.6.1 Initial Partnering Meeting

Contractor, key subcontractors and suppliers shall attend a one-day project "Partnering Meeting". The Partnering Meeting is a project team building workshop facilitated by qualified persons. Contracting Officer attendees

SECTION 01 30 00 Page 4 and invited persons may include:

Administrative Contracting Officer (Area Engineer) Construction Quality Assurance Representatives Jacksonville District - Construction Branch persons Jacksonville District - Engineering Division Designers Local Sponsor (Owner) - To Be Provided

Goal of initial Partnering Meeting is to build trust, identify common goals, and understand individual project members' expectations and organizational values. Usual results include better communication between contract parties, shortened project learning curve and a cohesive two party contract partnership. Participants usually sign a voluntary partnering agreement generally describing mutual obligation to cooperate to achieve project goals and maintain effective communication. Contracting Officer will pay costs for workshop site rental and facilitator fees.

1.6.2 Partnering Regroups

After initial Partnering Meeting participation will be voluntary in accordance with a signed Partnering Agreement. After initial Partnering Workshop, partnering sessions will be hosted by both parties on an alternating basis with the hosting party being responsible for all costs associated with their meeting. At no time will these costs be used to change the contract price. Partnering Agreements include provisions for Contracting Officer and Contractor to request "Partnering Regroups" when needed. A "Partnering Regroup" is usually a short (4 hours - 1 day) informal partnering session where senior level Contractor and Contracting Officer project members and other interested parties review project issues of concern. Issues of conflict are reviewed, attempt to affirm common project goals and understand concerns of other partner.

1.7 NOTICE TO PROCEED

Notice to proceed (NTP) will be issued 15 to 30 calendar days after award or after all required bonds are in place, whichever is later. If the Contractor has failed to submit and receive acceptance and/or approval of specified plans, including, but not limited to, Accident Prevention Plan - Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, Quality Control Plan - Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL, and Environmental Protection Plan - Section 01 57 20 ENVIRONMENTAL PROTECTION, or has not yet received the Contracting Officer's conditional approval to work under an interim plan, the Contractor shall not proceed with the work and shall consider the work to be suspended in accordance with the Suspension Of Work clause of the contract. While the Contractor is working under a conditionally accepted interim plan, funds may be retained from progress payments in accordance with the Payments Under Fixed-Price Construction Contracts clause of this contract until such time as the Contractor submits an acceptable plan. If the Contractor does not submit an acceptable plan within a reasonable time, as determined by the Contracting Officer, the Contracting Officer may order the Contractor to suspend work. Any suspension order issued for the Contractor's failure to submit an acceptable plan will not constitute unreasonable delay under the Suspension Of Work clause and the Contractor will not be entitled to an equitable adjustment of either performance period or contract price.

SECTION 01 30 00 Page 5

1.8 COORDINATION MEETING

Coordination Meeting is scheduled, convened and conducted by Contracting Officer after a Preconstruction Conference and prior to starting physical construction. Draft plans submitted after NOA (i.e., Quality Control Plan, Environmental Protection Plan and Accident Prevention Program) will have been reviewed. Coordination Meeting is primarily for on-site Contractor Quality Control staff, including subcontractor and supplier employees performing quality control, to meet and discuss the project in detail with Contracting Officer's Quality Assurance Representatives. Purposes of Coordination Meeting are:

-- Achieve mutual understanding with Contractor of required Quality Control -- Jointly review submitted draft plans; resolve issues of concern -- Discuss project plans and specifications, schedule, documentation -- Establish a good working relationship between the Contractors Quality Control Staff and Quality Assurance Representatives

1.9 PROGRESS MEETINGS

Schedule, convene and preside over progress meetings as required. As project activities increase ("ramp up"), a minimum of one progress meeting per week is typical of a project of this scope. Convene additional meetings as required, or when requested by Contracting Officer. Notify persons needed to be present to discuss agenda issues. Contracting Officer may direct attendance by key Contractor suppliers, or fabricators as needed. A sample meeting agenda is provided in paragraph GENERAL MEETING REQUIREMENTS below. The Contractor shall take minutes of the meetings and distribute copies of the minutes within three working days after the meetings.

1.9.1 Progress Meeting Participants

Typical participants include:

-- Contracting Officer -- Construction Quality Assurance Representatives -- Contractor's Site Superintendent -- Contractor's Quality Control Manager -- Contractor's Safety Coordinator -- Subcontractors, as appropriate to the agenda -- Suppliers, as appropriate to the agenda -- Others as appropriate to the agenda

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

Contractors are given an opportunity to provide and/or enter performance evaluation comments directly into the Contractor Performance Assessment Reporting System (CPARS). The system is a web-enabled application that supports the completion, distribution, and retrieval of contract performance evaluations. Provide to the responsible area office the name and email address of the contractor user that will be accessing CPARS.

1.10.1 Training

Contractor online training is available at the following web site:

https://www.cpars.gov/webtrain.htm. Training will give the student an understanding of the Contractor Representative and Contractor Corporate

SECTION 01 30 00 Page 6

Senior Management levels of access, the policies and regulations governing CPARS, and the electronic workflow with particular attention to the Contractor comment function.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL for Preparatory and Initial Phase meeting checklists. Contractor is responsible for phase and progress meetings to include:

Meeting notification to participants Prepare agenda for meetings Use phase checklists for Preparatory and Initial Phase meetings Physical arrangements for meetings Preside at meetings Record minutes recording proceedings and decisions Copy and send minutes to:

Meeting participants Project parties affected by decisions Contracting Officer (No later than 3 working days)

3.2 PROGRESS MEETING AGENDA

Modify agenda as needed for on-going work.

Review minutes from previous progress meetings Review RMS Contractor Action Item Report Review work progress since previous meeting Review current definable features of work:

-- Identify phases of current features of work -- Identify pending phase changes -- Identify features for discussion in next scheduled meeting

Discuss problem prevention:

-- Field observations -- Deficiencies and tracking -- Procedures working well -- Problems, conflicts -- Methods to improve

Review construction schedule:

-- Identify delays -- Discuss proposed corrective actions to regain schedule

Submittals and Requests for Information (design interpretation):

-- Review submittal register -- Identify submittals to expedite as required

Review off-site activities:

-- Fabrications -- Material and equipment delivery schedule

Review Testing:

-- Type, Schedule -- Received Results

Review changes to construction schedule:

-- Planned progress during succeeding work period -- Coordination of various schedules -- Effect of changes on construction and completion date

Review site safety

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Discuss maintaining contract quality for materials and workmanship Discuss pending modifications, changes and substitutions Discuss other business, as appropriate

SECTION 01 30 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.10

PROJECT SCHEDULE (Alternate)

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONSTRUCTION SCHEDULES

1.2.1 RMS SCHEDULES

1.2.2 Bar Chart with "S"Curve

1.2.2.1 Sample Bar Chart

1.2.2.2 Sample "S" Curve

1.3 UPDATED SCHEDULES

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 32 01.10 Page 1

SECTION 01 32 01.10

PROJECT SCHEDULE (Alternate)

PART 1 GENERAL

1.1 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

RMS Schedules; G, RO

Bar Chart; G, RO

"S" Curve; G, RO

1.2 CONSTRUCTION SCHEDULES

Use work breakdown structure of "CLINs", "Features" and "Pay Activities".

"CLINs" are Contract Line Item Numbers from bid schedule. "Features" are quality control grouping of like "Pay Activities" requiring similar quality control. "Pay Activities" are scheduled work activities or events. Most "Pay Activities" have resources (time, money, labor, material and equipment). Use "Pay Activities" with no dollars allocate to schedule administrative work activities or events.

1.2.1 RMS SCHEDULES

See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL. After receipt of Notice of Award, create "Activity Schedule" and "Feature Schedule" in RMS, in accordance with the terms of FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS. Submit RMS Schedules as part of initial RMS export. Data can be entered manually or Contractor has option to use standard data exchange format (SDEF.txt file). Cost allocate each "Pay Activity" to an assigned CLIN. Sum of "Pay Activities" must equal CLIN totals so there is no variance. "Features" duration is early start of first "Pay Activity" to late finish date of last "Pay Activity". Primavera P6 v6.x and later versions (v7.x and v8.x) allow export of a file for conversion to standard data exchange format (SDEF.txt) file format.

Primavera provides a utility that will convert the export file to an SDEF.txt file. An SDEF.txt file can then be used to directly import the Primavera schedule into RMS. The Contractor shall be responsible for providing all programs and hardware necessary to prepare initial and progress schedules. The required Primavera P6 Activity Code Structure is as follows:

SECTION 01 32 01.10 Page 2

Field # Code Length Field Description 1 WRKP 3 Workers per day 2 RESP 4 Responsibility 3 AREA 4 Area 4 MODF 6 Modification or Claim # 5 BIDI 6 Bid Item 6 PHAS 2 Phase 7 CATW 1 Category of Work 8 FOW 20 Feature of Work

1.2.2 Bar Chart with "S"Curve

Submit the initial Bar Chart with target "S" Curve no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later. Contractor may create a manual Bar Chart and "S" curve or use computer software of his choice. Scheduling software allows for easier updates and changes. See sample Bar Chart and "S" Curve below. The Bar Chart shall include an appropriate level of detail including activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. Contractor's submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations.

Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods. All planned durations must take into account weather and climate data, work schedules, and contract restrictions on work periods. No single on-site construction activity shall exceed 30 days in duration without further breakdown in detail.

Contractor has an option to schedule an "early finish" date with "float" until contract required completion date. Schedules with "early finish" are for the benefit of the Contractor, and the Contracting Officer may elect to continue to make balanced progress payments based on funds availability.

Neither Contractor nor Contracting Officer own "float" on early finish schedules. Contractor shall not claim added costs for delay for float used. When unit price CLINs have quantity variations and impact weighted percentage of a "Pay Activity" by five percent or more, revise bar chart and "S" Curve to accurately reflect impact of variation of estimated quantities. See the next page for sample Bar Chart and "S" Curve.

SECTION 01 32 01.10 Page 3

1.2.2.1 Sample Bar Chart

Sample Bar Chart has early finish at week 16 +/-.

Feature A CLIN1/Act 1| AAAA CLIN1/Act 2| AAAAAAAAAAAA Feature B CLIN2/Act 3| BBBBBBB CLIN2/Act 4| BBBBBBBBBBB CLIN2/Act 5| BBBBBBBBBBB Feature C CLIN3/Act 6| CCCCCCCCCCCCCC CLIN3/Act 7| CCCCCCCCCCC Feature D CLIN4/Act 8| DDDDDDDDDDDDDDDDD CLIN4/Act 9| DDDDDDDDDDDDDD |<-- Float->| CLIN4/Act 10 DDDDDD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

TIME SCALE

1.2.2.2 Sample "S" Curve

Sample "S" curve is early finish at week 16 +/- with actual progress plotted at week 14.

% Complete 100 | +|<---- Float ---->| 95 | + + e 90 | + = Target + e 85 | a = Actual + e 80 | e = Estimated + e 75 | + e 70 | + e 65 | + e 60 | + a 55 | + a 50 | + a 45 | + + a a 40 | + a 35 | + + a 30 | + a 25 | + + a 20 | + + a a 15 | + + + a a 10 | + a a a a 5 | + + a 0 |_ + a a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time Scale

1.3 UPDATED SCHEDULES

Maintain construction progress schedules submission up-to-date. Ensure submittal is updated and includes RMS Schedules, Bar Charts, "S" Curves and progress narrative when requesting progress payment. Submit Bar Chart , "S" Curve schedule when schedule is revised. Reflect any changes occurring since the last update.

SECTION 01 32 01.10 Page 4

When work is delayed by causes beyond the Contractor's control, the Contractor is obligated to notify the ACO within 10 days of the beginning of the delay. The Contractor is obligated to submit a cost and time proposal, illustrating the influence of each change or delay on the Contract Completion Date or contract required Milestone. No time extension will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 32 01.10 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal

1.2.2 Transmittal

1.2.3 Submittal Descriptions (SD)

1.2.4 Approving Authority

1.2.5 Work

1.2.6 Contractor Reviewer

1.2.7 Primary Reviewer

1.2.8 Secondary Reviewer

1.2.9 Reviewer Codes

1.2.10 Review and Action Codes

1.2.11 Review Comments to Contractor

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved

1.4.2 Information Only

1.5 APPROVED SUBMITTALS

1.6 DISAPPROVED SUBMITTALS

1.7 WITHHOLDING OF PAYMENT

1.8 GENERAL

1.9 SUBMITTAL REGISTER

1.10 SCHEDULING

1.10.1 Avoiding Delays

1.11 TRANSMITTAL FORM (ENG FORM 4025)

1.11.1 Approving Authority Review Codes

1.12 SUBMITTAL PROCEDURES

1.12.1 Reviewing, Certifying, Approving Authority

1.12.2 Procedures

1.12.3 Number of Copies or Samples

1.12.4 Identifying Submittal Items and Transmittals

1.12.5 Submittal Format

1.12.5.1 Format for Shop Drawings

1.12.5.2 Format for Construction Drawings

1.12.5.3 Format for Computer Aided Design (CAD) Drawings

1.12.5.4 Administrative Submittal Items Format

1.12.6 Deviations

1.12.7 Considering Variations

1.12.8 Proposing Variations

1.12.9 Warranty Variations

1.12.10 Electronic Correspondence

1.13 CONTROL OF SUBMITTALS

1.14 GOVERNMENT APPROVED SUBMITTALS

1.15 INFORMATION ONLY SUBMITTALS

SECTION 01 33 00 Page 1

1.16 REQUEST FOR INFORMATION (RFI)

1.17 SUBMITTAL REGISTER

1.18 STAMPS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

This section describes submittal procedures in Jacksonville District contracts using Quality Control System submittal procedures in accordance with Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).

It covers submittal item identification, number of copies, review periods, quality control review, QC/QA reviewer coding, and transmittal tracking procedures using Resident Management System (RMS) shared data base.

Contractor shall use RMS software to identify, track and transmit submittal items.

1.2 DEFINITIONS

1.2.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.2.2 Transmittal

This is a routine contract correspondence action using a transmittal form (ENG Form 4025) to send submittal items to the Government. The RMS "Transmittal Log" module uses data base entry to create a hard copy of ENG Form 4025.

1.2.3 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Preconstruction submittals shall be submitted no later than 30 calendar days after Notice to Proceed.

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

SECTION 01 33 00 Page 3

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

1.2.4 Approving Authority

Office authorized to approve submittal.

1.2.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be

SECTION 01 33 00 Page 4 incorporated in such construction.

1.2.6 Contractor Reviewer

Contractor employee performing quality control review on submittal items.

1.2.7 Primary Reviewer

Initial Government reviewer is usually among construction field personnel who perform quality assurance review on submittal items.

1.2.8 Secondary Reviewer

Secondary Government reviewer is usually an in-house designer or Architect/Engineer (A/E) firm hired to perform "engineering during construction". This is a submittal reviewer for design critical "G" submittal items. Secondary Reviewers may also be specialized district staffs such as safety or environmental specialists, users, or operations and maintenance reviewers. Secondary Reviewers are advisors to Approving Authority.

1.2.9 Reviewer Codes

Two and three letter codes used to identify Government primary and secondary reviewer on submittal register are as follows:

PO -- Construction Project Office RO -- Construction Resident Office AO -- Construction Area Office DO -- Jacksonville District Office AE -- Architect Engineer Contractor providing engineering during construction

1.2.10 Review and Action Codes

Reviewer code letters A,B,C,E,F,G and X are used by Contractor QC Staff and Government Primary and Secondary Reviewers to indicate approval, acceptance or rejection of a submittal item.

1.2.11 Review Comments to Contractor

ENG Form 4025, Section III is generated in Resident Management System, and contains consolidated remarks for Primary and Secondary Reviewers. When RMS exports to Contractor Mode, "Review Comments to Contractor" will electronically update. A hard copy of ENG Form 4025, Part III is attached to a submittal item when returned.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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

SECTION 01 33 00 Page 5

Export File; G, RO

As part of the initial project schedule, review and correct the "Submittal Register". Provide the corrected "Submittal Register" as part of first RMS export file to the Government.

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.2 Information Only

All submittals not requiring Government approval will be for information only. "Information Only" submittal items shall be reviewed, coded and approved by the Contractor. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.