KBECMDFY25Specs_PQCRCert_MEC_20240415.pdf

DRAFT

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING, ENTRANCE CHANNEL

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 MOBILIZATION AND DEMOBILIZATION JOB $_____________

0002 EXCAVATION, UNCLASSIFIED

CUT-1N STA 17+00 TO STA 45+00; (P/A-NB PLACEMENT)

ESTIMATED QUANTITY (SEE NOTE 2) 10,000 CUBIC YARD $___________ $_____________

0003 EXCAVATION, UNCLASSIFIED

CUT-1N STA 72+00 TO STA 100+00; (P/A-NB PLACEMENT)

ESTIMATED QUANTITY (SEE NOTE 2) 10,000 CUBIC YARD $___________ $_____________

0004 EXCAVATION, UNCLASSIFIED

CUT-1N STA 100+00 TO STA 200+00 (P/A-F PLACEMENT)

ESTIMATED QUANTITY (SEE NOTE 2) 75,000 CUBIC YARD $___________ $_____________

0005 EXCAVATION, UNCLASSIFIED

CUT-1N STA 200+00 TO STA 230+00; (D/A-N DISPOSAL)

ESTIMATED QUANTITY (SEE NOTE 2) 55,000 CUBIC YARD $___________ $_____________

0006 EXCAVATION, UNCLASSIFIED

CUT-1N STA 230+00 TO STA 340+00; (D/A-O DISPOSAL)

ESTIMATED QUANTITY (SEE NOTE 2) 561,000 CUBIC YARD $___________ $_____________

0007 EXCAVATION, UNCLASSIFIED,

CUT-1N NORTH SETTLING BASIN

STA 119+00 TO STA 227+50; RANGE 1250 TO RANGE 1300

(P/A-NB PLACEMENT) ESTIMATED QUANTITY (SEE NOTE 2) 115,000 CUBIC YARD $___________ $_____________

0008 EXCAVATION, UNCLASSIFIED,

CUT-1N SOUTH TURNING BASIN

STA 11+00 TO STA 19+00

(D/A-N DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 18,000 CUBIC YARD $___________ $_____________

0009 EXCAVATION, UNCLASSIFIED,

RANGE A STA 6+500 TO RANGE A2 STA 12+005.31

RANGE 1000 TO NORTH RANGE VARIES (EXCEPT FULL

CHANNEL BETWEEN STA 7+500 TO 8+500)

(P/A-F PLACEMENT) ESTIMATED QUANTITY (SEE NOTE 2) 9,000 CUBIC YARD $___________ $_____________

0010 EXCAVATION, UNCLASSIFIED,

RANGE B STA 12+005.31 TO STA 15+348.53

RANGE 1000 TO RANGE 1250+ (VARIES)

(D/A-N DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 7,000 CUBIC YARD $___________ $_____________

0011 EXCAVATION, UNCLASSIFIED,

RANGE C TO D STA 15+348.53 TO STA 15+900 AND

STA 18+500 TO STA 24+700 (INCLUDING WIDENER)

RANGE 1000 TO RANGE VARIES

(D/A-N DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 50,000 CUBIC YARD $___________ $_____________

W912EP24B00NN 00010A - 1

LINE ITEMS AND PRICING SCHEDULE

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING, ENTRANCE CHANNEL

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE (CONTINUED)

0012 EXCAVATION, UNCLASSIFIED,

RANGE D STA 24+700 TO RANGE E STA 31+000

(P/A-NB PLACEMENT) ESTIMATED QUANTITY (SEE NOTE 2) 50,000 CUBIC YARD $___________ $_____________

0013 EXCAVATION, UNCLASSIFIED,

RANGE E STA 31+000 TO STA 31+800

(D/A-O DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 8,000 CUBIC YARD $___________ $_____________

0014 ENVIRONMENTAL SPECIES MONITORING JOB $_____________

0015 TURBIDITY MONITORING JOB $_____________

0016 SEA TURTLE/STURGEON TRAWL SWEEPING AND

RELOCATION - ESTIMATED QUANTITY (SEE NOTE 3) 105 DAY $___________ $_____________

0017 BEACH TILLING AT NORTH BEACH PLACEMENT AREA

(P/A-NB) ESTIMATED QUANTITY 9.8 ACRE $___________ $_____________

0018 BEACH TILLING AT FORT CLINCH PLACEMENT AREA (P/A-F)

(BEACH ONLY, NOT GROINS) ESTIMATED QUANTITY 6.1 ACRE $___________ $_____________

0019 CONSTRUCTION/VIBRATION CONTROLS AND MONITORING

AT NORTH BEACH PLACEMENT AREA (P/A-NB) JOB $_____________

0020 CONSTRUCTION/VIBRATION CONTROLS AND MONITORING

AT FORT CLINCH PLACEMENT AREA (P/A-F) JOB $_____________

0021 BLENDING OF NONCOMPLIANT MATERIAL

ESTIMATED QUANTITY 1 ACRE $___________ $_____________

0022 TRANSPORTATION AND DISPOSAL OF UNACCEPTABLE

MATERIAL - ESTIMATED QUANTITY 25 CUBIC YARD $___________ $_____________

0023 SCREENING - ESTIMATED QUANTITY (SEE NOTE 4) 269,000 CUBIC YARD $___________ $_____________

0024 MEC CONSTRUCTION SUPPORT JOB $_____________

0025 STANDBY TIME (SEE NOTE 5) 72 HOUR $___________ $_____________

0026 PARTNERING REGROUP 1 EACH $___________ $_____________

TOTAL BASE (LINE ITEMS 0001 THROUGH 0026) $_____________

W912EP24B00NN 00010A - 2

k3enskrb Highlight k3enskrb Highlight

LINE ITEMS AND PRICING SCHEDULE

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING, ENTRANCE CHANNEL

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

OPTION A (ONE LINE ITEM)

0027 FORT CLINCH PRE-PLACEMENT DEBRIS REMOVAL

ESTIMATED QUANTITY 100 CUBIC YARD $___________ $_____________

TOTAL OPTION A (LINE ITEM 0027) $_____________

TOTAL BID (LINE ITEMS 0001 THROUGH 0027) $_____________

NOTES (1) OFFER MUST PRICE ALL LINE ITEMS.

(2) QUANTITY INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR

BETWEEN THE DATES OF THE SURVEYS AND THE ACTUAL DREDGING.

(3) SEA TURTLE/STURGEON TRAWL SWEEPING IS REQUIRED IN ACCORDANCE WITH SECTION 01 57 20

ENVIRONMENTAL PROTECTION.

(4) SCREENING IS ONLY APPLICABLE TO EXCAVATED MATERIAL DESIGNATED FOR BEACH PLACEMENT.

(5) STANDBY TIME IS DEFINED AS WHEN, AT THE DIRECTION OF THE CONTRACTING OFFICER, THE DREDGE IS PUT OUT OF OPERATION FOR REASONS OUTSIDE THE REQUIREMENTS IN THE CONTRACT. SEE SECTION

01 22 00 MEASUREMENT AND PAYMENT.

(6) THE GOVERNMENT RESERVES THE RIGHT TO EXERCISE OPTIONAL ITEMS ANYTIME PRIOR TO DEMOBILIZATION OF EQUIPMENT. SEE CLAUSE 52.217-7 (SECTION 00700). THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER, IN WRITING, A MINIMUM OF 7 DAYS PRIOR TO THE ANTICIPATED DATE OF THE DEMOBILIZATION OF A

DREDGE PLANT.

W912EP24B00NN 00010A - 3

SECTION 00010A, Attachment A

INSTRUCTIONS FOR TECHNICAL INQUIRIES AND QUESTIONS

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at (https://www.projnet.org) No Later Than (NLT) August 1, 2024, 5:00 p.m. EDT. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team.

All timely questions and approved answers will be made available through ProjNet.

The Solicitation Number is: W912EP24B00nn

The Bidder Inquiry Key is: XXXXXX-XXXXXX

Specific Instructions for ProjNet Bid Inquiry Access from ProjNet home page:

1. Identify the Agency. This should be marked as USACE.

2. Email. Enter the email address you would like to use for communication.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

5. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

6. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access from ProjNet home page:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. Identify the Agency. This should be marked as USACE.

3. Email. Enter the email address you used to register previously in ProjNet.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

Naval Submarine Base Kings Bay, M/D, Entrance Channel Camden County, Georgia & Nassau County, Florida

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.5.6 Hydrographic Surveys

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 EXISTING WORK

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 W912EP24B00nn PQCR Certification

Camden County, Georgia & Nassau County, Florida

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR SECTION 00 31 32, Geotechnical Data Report for Naval Submarine Base Kings Bay Maintenance Dredging Entrance Channel Camden County, Georgia & Nassau County, Florida

EM 385-1-1 (2024) Safety and Occupational Health (SOH) Requirements

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Base project work involves maintenance dredging of the Kings Bay Entrance Channel Cut-1N through Range-E. The excavated material will be distributed among the Fernandina Ocean Dredged Material Disposal Site (ODMDS)(D/A-O), the Fernandina Nearshore Disposal Area (D/A-N), the Fort Clinch Placement Area (P/A-F), and the North Beach Placement Area (P/A-NB). Incidental work includes turbidity monitoring, environmental species monitoring, vibration monitoring, beach fill quality control, screening, MEC construction support, and sea turtle and sturgeon trawling. Option A project work consists of Fort Clinch pre-placement debris removal.

1.2.2 Location

The project is located in the St. Marys River and Cumberland Sound at the Georgia-Florida boundary Camden County, Georgia and Nassau County, FL.

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, SECTION 01 11 00 Page 2 W912EP24B00nn PQCR Certification k3enskrb Highlight

Camden County, Georgia & Nassau County, Florida

PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 Physical Conditions

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

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

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

1.5.4 Maritime Traffic

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

1.5.5 Obstruction of Channel

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

1.5.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

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

SECTION 01 11 00 Page 3

Camden County, Georgia & Nassau County, Florida

1.6 LAYOUT OF WORK

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

1.6.1 Established Project Control

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

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

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

1.6.3 Survey

Provide equipment, tools, material, labor for laying out any part of the work from the monuments, control data, and elevations established by the Government. Maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

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

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take

SECTION 01 11 00 Page 4

Camden County, Georgia & Nassau County, Florida reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, repair damage to all work (including temporary construction), utilities, materials, equipment and plant at the Contractor's expense, regardless of the cause of such damage.

1.8 EXISTING WORK

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

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

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 5

Camden County, Georgia & Nassau County, Florida

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Environmental Species Monitoring (Line Item 0014)

1.4.3 Turbidity Monitoring (Line Item 0015)

1.4.4 Construction/Vibration Control and Monitoring at North Beach

Placement Area (P/A-NB) (Line Items 0019)

1.4.5 Construction/Vibration Control and Monitoring at Fort Clinch

Placement Area (P/A-F) (Line Item 0020)

1.4.6 MEC Construction Support (Line Item 0024)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0003, 0004, 0005, 0006, 0007, 0008, 0009, 0010, 0011, 0012 and 0013)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sea Turtle/Sturgeon Trawl Sweeping and Relocation (Line Item

0016)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Beach Tilling at North Beach Placement Area (P/A-NB) (Line

Item 0017)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Beach Tilling at Fort Clinch Placement Area (P/A-F) (Line Item

0018)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Blending of Noncompliant Material (Line Item 0021)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Transportation and Disposal of Unacceptable Material (Line

Item 0022)

1.5.6.1 Payment

1.5.6.2 Measurement

SECTION 01 22 00 Page 1 W912EP24B00nn PQCR Certification

Camden County, Georgia & Nassau County, Florida

1.5.6.3 Unit of Measure

1.5.7 Screening (Line Item 0023)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Standby Time (Line Item 0025)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Partnering Regroup (Line Item 0026)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Fort Clinch Pre-Placement Debris Removal (Line Item 0027)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

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 W912EP24B00nn PQCR Certification k3enskrb Highlight

Camden County, Georgia & Nassau County, Florida

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) 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 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

SECTION 01 22 00 Page 3

Camden County, Georgia & Nassau County, Florida days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

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, will be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will 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 Schedule of Values for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). Include a list of pay activities to breakdown bid for each job CLIN as part of the RMS Schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base. 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, 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 and incidental to the mobilization of dredges, beach pump out facility and pipeline placement, sea turtle/sturgeon trawlers and accompanying equipment, 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 Environmental Species Monitoring (Line Item 0014)

Payment will be made for costs associated with and incidental to environmental monitoring of species. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.4.3 Turbidity Monitoring (Line Item 0015)

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

SECTION 01 22 00 Page 4

Camden County, Georgia & Nassau County, Florida

1.4.4 Construction/Vibration Control and Monitoring at North Beach Placement Area (P/A-NB) (Line Items 0019)

Payment will be made for costs associated with and incidental to the protection of existing structures from construction activities and monitoring at P/A-NB. See Section 02 22 13 VIBRATION MONITORING

REQUIREMENTS FOR EXISTING STRUCTURES.

1.4.5 Construction/Vibration Control and Monitoring at Fort Clinch Placement Area (P/A-F) (Line Item 0020)

Payment will be made for costs associated with and incidental to the protection of existing structures from construction activities and monitoring at P/A-F. See Section 02 22 13 VIBRATION MONITORING

REQUIREMENTS FOR EXISTING STRUCTURES.

1.4.6 MEC Construction Support (Line Item 0024)

Payment will be made for costs associated with or incidental to mobilization, demobilization, training, work plans reporting, and safety for MEC support. See Section 01 35 30 MUNITIONS AND EXPLOSIVES OF CONCERN

(MEC) CONSTRUCTION SUPPORT.

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 will constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Items 0002, 0003, 0004, 0005, 0006, 0007, 0008, 0009, 0010, 0011, 0012 and 0013)

1.5.1.1 Payment

a. Payment will be made for costs associated with and incidental to excavation, transportation, and disposal or placement of materials;

providing and maintaining access to the work site(s) and disposal area(s); noise control; debris removal excluding debris removal under Option A. See Sections 35 20 23 DREDGING and 01 57 20 ENVIRONMENTAL

PROTECTION.

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

c. Hydrographic surveys for final measurement and payment and for channel clearance and acceptance will be made by the Government. All surveys

SECTION 01 22 00 Page 5 W912EP24B00nn PQCR Certification

Camden County, Georgia & Nassau County, Florida will be performed in accordance with USACE EM 1110-2-1003 .

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected by soundings taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

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

DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Sea Turtle/Sturgeon Trawl Sweeping and Relocation (Line Item 0016)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to Sea Turtle/Sturgeon Trawl Sweeping and Relocation. These prices will include costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to relocate sea turtles and sturgeon from in the vicinity of the dredge, and will include the costs of reporting as specified. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.2 Measurement

Sea Turtle/Sturgeon Trawl Sweeping and Relocation 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 will conduct trawl sweeping as described in Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.5.2.3 Unit of Measure

Day.

SECTION 01 22 00 Page 6

Camden County, Georgia & Nassau County, Florida

1.5.3 Beach Tilling at North Beach Placement Area (P/A-NB) (Line Item 0017)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to Beach Tilling only. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 20 23

DREDGING.

1.5.3.2 Measurement

Measurement will be by the acre tilled.

1.5.3.3 Unit of Measure

Acre.

1.5.4 Beach Tilling at Fort Clinch Placement Area (P/A-F) (Line Item 0018)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to Beach Tilling only. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 20 23

DREDGING.

1.5.4.2 Measurement

Measurement will be by the acre tilled.

1.5.4.3 Unit of Measure

Acre.

1.5.5 Blending of Noncompliant Material (Line Item 0021)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to blending of noncompliant beach placement material determined by the Contracting Officer to have originated in the beach quality dredge area. Blending procedures for noncompliant material are indicated in QUALITY CONTROL FOR BEACH PLACEMENT OF SAND of Section 35 20 23 DREDGING. No payment will be made for blending of noncompliant material resulting from over-excavation or excavation outside limits of dredging.

1.5.5.2 Measurement

Blending will be measured for payment by the acre of noncompliant material blended with adjacent material or dispersed among the fill template to the tenth (0.1) of an acre.

1.5.5.3 Unit of Measure

Acre.

1.5.6 Transportation and Disposal of Unacceptable Material (Line Item 0022)

1.5.6.1 Payment

Payment will be made for costs associated with or incidental to

SECTION 01 22 00 Page 7

Camden County, Georgia & Nassau County, Florida transportation and disposal of unacceptable material after it has been determined by the Contracting Officer to have originated in the beach quality dredge area. See Section 35 20 23 DREDGING. 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 Measurement

Transportation and disposal of unacceptable material will be measured for payment by the quantity disposed. Partially filled dumpsters/truck/bins will be measured to the 1 cubic yard. The quantity listed in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only.

1.5.6.3 Unit of Measure

Cubic yard.

1.5.7 Screening (Line Item 0023)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to separation of any material greater than 2 inches by a method detailed in Section

01 35 30 MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION SUPPORT.

1.5.7.2 Measurement

Separation of material greater than 2 inches in diameter will be measured for payment by the quantity of material screened, as determined by the Excavation volume for material designated for beach placement. The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity screened.

1.5.7.3 Unit of Measure

Cubic yard.

1.5.8 Standby Time (Line Item 0025)

1.5.8.1 Payment

Payment will be made for costs associated with or incidental to standby of dredge plant only upon implementation of this line item. Standby time is defined as when, at the direction of the Contracting Officer, the dredge is put out of operation for reasons outside the requirements in the contract.

1.5.8.2 Measurement

Standby time, when exercised by the Contracting Officer, will be measured for payment by each hour, or part thereof, that the plant is not in operation.

1.5.8.3 Unit of Measure

Hour.

SECTION 01 22 00 Page 8 W912EP24B00nn PQCR Certification

Camden County, Georgia & Nassau County, Florida

1.5.9 Partnering Regroup (Line Item 0026)

1.5.9.1 Payment

Payment will be made for costs associated with and incidental to conducting a partnering regroup. 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.

1.5.9.2 Measurement

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

1.5.9.3 Unit of Measure

Each.

1.5.10 Fort Clinch Pre-Placement Debris Removal (Line Item 0027)

1.5.10.1 Payment

Payment will be made for costs associated with and incidental to removal, transportation, and disposal of debris encountered during pre-placement activities with the Fort Clinch Placement Area (P/A-F). Make every effort to reduce the volume of debris and minimize the amount of sand removed.

Debris not considered for this payment include any generated construction debris, waste materials, packaging material and the like. Maintain a separate container for disposal of debris from the "Debris Container" as described in Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES. All methods of removal, handling and the placement site will be approved by the Contracting Officer.

1.5.10.2 Measurement

Transportation and disposal of unacceptable material will be measured for payment by the quantity disposed. Partially filled dumpsters/truck/bins will be measured to the 1 cubic yard. The quantity listed in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only.

1.5.10.3 Unit of Measure

Cubic yard.

PART 2 PRODUCTS (NOT USED)

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.

SECTION 01 22 00 Page 9

Camden County, Georgia & Nassau County, Florida

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 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. Professional Surveyor and Mapper (PSM) or Registered Land Surveyor

(RLS) report and supporting data.

e. Approved submittals on installed property.

f. QA/QC deficiency tracking list.

g. Environmental reports.

h. Progress photographs.

i. Working/current as-built drawings.

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 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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 8 PAGES

NSB Kings Bay, Maintenance Dredging, Entrance Channel

01 22 00 SD-01 Preconstruction Submittals

1.4 G ROSchedule of Values

SD-07 Certificates

3.1.1 G RORequest for Progress Payment

01 30 00 SD-01 Preconstruction Submittals

1.10.3Draft Joint Risk Register

1.10.4List of Subcontractors

1.5 G ROView Location Map

1.6Progress And Completion

Pictures

SD-03 Product Data

1.7Small Unmanned Aircraft

Systems (SUAS)

SD-07 Certificates

1.11.1.2 G ROPartnering Meeting(s) Written

Synopsis

3.3Signature Authority

3.4Drug-Free Work Place Record

01 32 01 SD-01 Preconstruction Submittals

1.2 G ROProject Scheduler Qualifications

1.3.1 G ROInitial Project Schedules

SD-07 Certificates

1.4 G ROPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.8 G ROSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

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

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

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

G O V T

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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 8 PAGES

NSB Kings Bay, Maintenance Dredging, Entrance Channel

01 35 26 1.16 G DODive Operations Plan

1.7.1 G DOAccident Prevention Plan

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.2 G DOReports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.3 G DOCrane Operators, Signal Persons

and Riggers

1.7.3.2 G DOStandard Lift Plan

1.7.3.3 G DOCritical Lift Plan

1.7.3.4 G DONaval Architecture Analysis

1.8 G DOActivity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.12.4 G DOCertificate of Compliance

1.14 G DOLicense Certificates

1.14.1 G DORadiography Operation Planning

Work Sheet

1.14.1 G DOPortable Gauge Operations

Planning Worksheet

01 35 30 SD-01 Preconstruction Submittals

1.5 G DOMEC Safety and Work Plan

01 45 05 SD-01 Preconstruction Submittals

3.2 G ROQuality Control 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

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

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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NEEDED

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MAILED

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FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r) k3enskrb Highlight

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 8 PAGES

NSB Kings Bay, Maintenance Dredging, Entrance Channel

01 45 05 SD-07 Certificates

3.2.2Letter of Authority

3.2.2 G ROPersonnel Qualifications

01 50 02 SD-01 Preconstruction Submittals

1.4.1 G ROMobilization/Demobilization Plan

1.4.2 G ROSecurity Plan

1.4.3 G DOVegetation Protection and

Restoration Plan

1.4.4 G RODocumentation Of Existing

Conditions

2.2.1 G ROHaul Road Plan

SD-02 Shop Drawings

3.5Contractor's Temporary Facilities

3.2.6Temporary Electric Drawings

SD-11 Closeout Submittals

3.10.1 G RODocumentation Of Post

Construction Restoration

01 57 20 SD-01 Preconstruction Submittals

1.7 G DOEnvironmental Protection Plan

3.1.5.1 G DOWhale Alert Text Message

Address

3.1.5.6 GHopper Dredge Deflector Device

Checklist

3.1.5.6 GHopper Dredge Pre-Dredge

Inspection Checklist

SD-02 Shop Drawings

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

S P E C

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DESCRIPTION

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P A R A G R A P

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 8 PAGES

NSB Kings Bay, Maintenance Dredging, Entrance Channel

01 57 20 3.1.5.6 G DOTurtle Deflector Device

SD-06 Test Reports

3.1.5.11 G DOEscarpment Site Visit Report(s)

3.1.5.9 G DOLog Of The Results Of Turtle Egg

Monitoring And Recovery Activities

3.1.5.2 G DOProtected Listed Species Sighting

Reports

3.1.5.7 G DOWeekly Logs/Summary Of

FF&WCC Hopper Dredge Reports

3.1.5.3 G DOWeekly Protected Species

Summary Report

SD-07 Certificates

1.8.1 G DOMarine Turtle Nesting Monitor

And Relocation Qualifications

1.8.2 G DOBird Monitoring Qualifications

1.8.3 G DOMarine Animal Observer

Qualifications

1.8.4 G DOEndangered Species Observer

and Trawl Supervisor

Qualifications (For Hopper

Dredges Only)

SD-11 Closeout Submittals

3.1.5.3 G DOProtected Species Summary

Report

3.1.5.4 G DOProtected Species Summary

Report

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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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 8 PAGES

NSB Kings Bay, Maintenance Dredging, Entrance Channel

01 57 20 3.1.5.12 G DOLogs/Summary Of Bird Nesting

Monitoring Report

3.1.5.9 G DOLogs/Summary Of Marine Turtle

Nesting And Relocation

3.1.5.7 G DOComprehensive Trawling Daily

Logs

3.1.5.5 G DOSea Turtle Genetic Samples

Collected

3.1.5.5 G DOSea Turtle Genetic Samples

Collected

3.1.5.5 G DOSturgeon Genetic Samples

Collected

3.4.2.1 G DOInvasive And Nuisance Species

Report

01 57 25 SD-01 Preconstruction Submittals

1.3 G DOTurbidity Monitor Qualifications

1.4 G DOTurbidity Monitoring Plan

1.4 G DODraft Turbidity Sampling Map

3.1.1.1 G DOTesting Equipment And

Procedure

SD-03 Product Data

3.1.1.1 GCalibration Standard

SD-06 Test Reports

3.2.2 G DOTurbidity Monitoring Reports

3.3.1 G DOTurbidity Exceedance Report

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

S P E C

S E C T

DESCRIPTION

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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 8 PAGES

NSB Kings Bay, Maintenance Dredging, Entrance Channel

01 57 25 3.3.2 G DOUpdated Turbidity Exceedance

Report

02 22 13 SD-01 Preconstruction Submittals

1.2.1 G DOVibration Control Specialist

1.2.1 G DOVibration Control Specialist

Alternate

1.2.2 G DOVibration Monitoring

Technician(s)

1.2.3 G DOStructural Inspection/Evaluation

Engineer

3.2 G DOPre-Construction Structural

Survey

3.3 G DOVibration Control Plan

SD-06 Test Reports

3.5Vibration Monitoring Report

3.4Daily Instrument Logs

3.6 G DOPost-Construction Structural

Survey

35 20 23 SD-01 Preconstruction Submittals

1.4Notice of Intent to Dredge

3.2.1Relocation of Navigation Aids

3.13.2Marine Survey Inspection

Certificates

SD-02 Shop Drawings

3.9.2 G DODrag Bar

3.6.1 G DOAcceptance Sections 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

N O

S P E C

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DESCRIPTION

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P A R A G R A P

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 8 PAGES

NSB Kings Bay, Maintenance Dredging, Entrance Channel

35 20 23 3.5.2.1 G DOProgress Map

3.5.2.7 G DOConstruction And Grade Stakes

Recovery Plan

3.5.2.14 G ROTilling Maps

SD-07 Certificates

1.16Equipment And Performance

Data

1.8Historical Period Shipwreck Sites

3.7Surveys

3.1Daily Report of Operations

3.5.9Misplaced Material

1.11Declaration of Inspection

3.2.3Surveillance of Ocean Disposal

3.5.3.1Logs of Near Beach Quality Sand

Disposal

3.5.2.7.1Grade Stake Log

3.5.2.7.1 G ROGrade Stake Recovery Certificate

SD-11 Closeout Submittals

3.7.5 G DOBeach Placement Survey

35 20 26 SD-07 Certificates

1.4 G RONational Dredging Quality

Management Program Certification

35 20 27 SD-07 Certificates

1.4 G RONational Dredging Quality

Management Program Certification

35 20 28 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

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

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

G O V T

O R

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NEEDED

BY

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NEEDED

BY

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OF

ACTION

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 8 PAGES

NSB Kings Bay, Maintenance Dredging, Entrance Channel

35 20 28 1.4 G RONational 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

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

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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NEEDED

BY

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NEEDED

BY

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Camden County, Georgia & Nassau County, Florida

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 30

MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION SUPPORT

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 MEC IN PROJECT AREA

1.4.1 Munition Use and Disposal Throughout Florida

1.4.2 MEC at Project Site

1.5 MEC SAFETY AND WORK PLAN

1.5.1 MEC Safety and Work Plan Requirements

1.6 UXO TECHNICIANS

1.7 GOVERNMENT-PROVIDED MEC SPECIALIST (OESS)

1.7.1 Preparatory Phase Meeting

1.7.2 MEC Safety and Work Plan Review

1.7.3 Training

1.7.3.1 MEC Recognition and Safety Training

1.7.3.2 Dredge Operational Training

1.7.4 Quality Assurance (QA)

1.8 QUALITY CONTROL

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 DAILY MEC REPORTING

3.2 SCREENING DEVICES

3.2.1 Inspection of Oversized Material

3.3 VISUAL INSPECTION OF PIPELINE DISCHARGE

3.4 DISCOVERY OF MEC

3.4.1 Contractor Support

3.5 FAILURE OF BEACH SCREENING EQUIPMENT OR PROCEDURES

3.6 DETECTION AND REMOVAL OF OVERSIZED MATERIAL

-- End of Section Table of Contents --

SECTION 01 35 30 Page 1 W912EP24B00nn PQCR Certification k3enskrb Highlight

Camden County, Georgia & Nassau County, Florida

SECTION 01 35 30

MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION SUPPORT

PART 1 GENERAL

1.1 SCOPE

The work required under this section involves safety support and avoidance of potential unexploded ordnance and partially exploded ordnance, inert ordnance, ordnance fragments and similar explosives debris material, Material Possibly Presenting an Explosive Hazard (MPPEH), and Munition Debris (MD), defined and identified in these specifications as "Munitions and Explosives of Concern" (MEC), encountered during performance of dredging and beach fill activities.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety and Occupational Health (SOH) Requirements

EM 385-1-97 (2013) Explosives -- Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

DDESB TP-18 (Revision 1, 2020) Department of Defense Explosives Safety Board (DDESB) Technical Paper (TP)-18

DESR 6055.09 (Edition 1, 2019) Defense Safety Regulation 6055.09, Edition 1

DODI 4140.62 (Change 3, 2019) DOD INSTRUCTION 4140.62, MATERIAL POTENTIALLY PRESENTING AN

EXPLOSIVE HAZARD (MPPEH)

DODM 4140.72 (2021) DOD MANUAL 4140.72, MANAGEMENT OF

MATERIAL POTENTIALLY PRESENTING AN

EXPLOSIVE HAZARD

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…