W912EP25BA007_FernandinaHarborMDFY25Volume2Specs_RTA_20250414.pdf

W912EP25BA007

Jacksonville District

Fernandina Harbor Maintenance Dredging

Nassau County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

Fernandina Harbor, Maintenance Dredging Nassau County, Florida

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE (Alternate)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

01 45 05 DREDGING/BEACH FILL PLACEMENT - QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - SCOW ULLAGE

PROFILE

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - PIPELINE

HYDRAULIC DREDGE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - HOPPER

DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

W921EP25BA007

DESIGNATION – CEN PER

TYPE: PRIMARY

STAMPING: CEN PER

STATE/COUNTY: FL/PALM BEACH

MARKER: SURVEY DISK

MARK LOGO: FL-099

PROJECTION: FLUSH

MAGNETIC: STEEL ROD IMBEDDED IN MONUMENT

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE

MOTION

SETTING: SET IN TOP OF CONCRETE MONUMENT

SATELLITE: THE SITE LOCATION WAS REPORTED A SUITABLE FOR

SATELLITE OBSERVATIONS – APRIL 28, 2008

DESCRIPTION: DESCRIBED BY ADR GEODETIC SERVICES 1991:

TO REACH THE STATION FROM INDIANTOWN ROAD (STATE ROUTE

706) AND OLD DIXIE HIGHWAY (STATE ROUTE 811) IN

JUPITER, GO NORTH ON OLD DIXIE HIGHWAY FOR 0.5 MI

(0.80 KM) TO CENTER STREET. TURN LEFT AND GO WEST ON

CENTER STREET FOR 0.5 MI (0.80 KM) TO PERRY ROAD AND

THE STATION ON THE LEFT IN THE SOUTHWEST QUADRANT OF

THE INTERSECTION. THE STATION IS 6 FEET SOUTH OF THE

SOUTH EDGE OF PAVEMENT OF CENTER STREET AND 50 FEET

WEST OF THE CENTERLINE OF PERRY ROAD. THE STATION IS

NORTHEAST 31.80 FT (9.69 M) FROM A NAIL AND TIN TAB 1

FOOT UP THE NORTH SIDE OF THE NINTH POST FROM THE

INTERSECTION, SOUTH 52.20 FT (15.91 M) FROM A PK IN

POLE 6-7839/5179 WITH A SURVEY WITNESS SIGN ATTACHED

TO IT, NORTHWEST 22.34 FT (6.81 M) TO A NAIL AND TIN

TAB 1 FOOT UP A WOODEN FENCE POST WHICH IS THE

NORTHEAST CORNER OF THE FENCE.

RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION

2008: FOUND BY THE BEACON BAPTIST PARKING LOT

DESIGNATION - ADMIRAL

TYPE: PRIMARY

STAMPING: ADMIRAL

STATE/COUNTY: FL/PALM BREACH

MARKER: SURVEY DISK

MARK LOGO: FL-099

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE

MOTION

SETTING: SET IN TOP OF CONCRETE MONUMENT

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS – JUNE 03,2004

DESCRIPTION: DESCRIBED BY ADR GEODETIC SERVICES 1991:

TO REACH THE STATION FROM THE INTERSECTION OF DONALD

ROSS ROAD AND OLD DIXIE HIGHWAY (STATE ROUTE 811), GO

NORTH ON OLD DIXIE HIGHWAY FOR 1.5 MI (2.41 KM) TO

ADMIRALS COVE BOULEVARD TO THE EAST AND TO THE STATION

ON THE RIGHT. THE STATION IS 310 FEET NORTH OF THE

CENTERLINE OF ADMIRALS COVE BOULEVARD AND 7 FEET WEST

OF THE WEST EDGE OF PAVEMENT OF OLD DIXIE HIGHWAY. THE

STATION IS SOUTHEAST 80.34 FT (24.49 M) FROM AN X-CUT

IN A CONCRETE RAILROAD TIE, WEST 8.02 FT (2.44 M) FROM

A RAILROAD SPIKE IN THE EDGE OF PAVEMENT, AND

NORTHWEST 35.25 FT (10.74 M) FROM QUARTER SECTION

CORNER 13/18. THE MONUMENT IS 2.8 FT (0.85 M) EAST OF

A PALM BEACH COUNTY SURVEY WITNESS SIGN AND POST.

RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION

2008: RECOVERED IN GOOD CONDITION NORTH OF ADMIRAL

COVE BLVD. ON SR 811

DESIGNATION: 872 2495 P TIDAL

TYPE: THIS IS A TIDAL BENCH MARK

STAMPING: 2495 P 2006

STATE/COUNTY: FL/MARTIN

MARKER: SURVEY DISK

MARK LOGO: FLDEP

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE

MOTION.

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE SEAWALL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS – FEBRUARY 22,2017.

DESCRIPTION: DESCRIBED BY FL DEPT OF ENV PRO 2006:

THE MARK IS IN JUPITER BEACH PARK, IN SECTION 32,

TOWNSHIP 40 SOUTH, RANGE 43 EAST. TO REACH THE MARK

FROM THE JUNCTION OF U.S. HIGHWAY 1 (FEDERAL HIGHWAY)

AND COUNTY ROAD A1A (OCEAN DRIVE) ABOUT 0.8 MI (1.3

KM) NORTHEAST OF JUPITER, GO SOUTHEAST ON COUNTY ROAD

A1A (OCEAN DRIVE) FOR 0.6 MI (1.0 KM) TO THE JUNCTION

OF JUPITER BEACH ROAD ON THE LEFT, TURN LEFT ON

JUPITER BEACH ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO

THE ENTRANCE ROAD OF JUPITER BEACH PARK ON THE LEFT,

TURN LEFT ON THE ENTRANCE ROAD AND GO NORTH FOR 0.4 MI

(0.6 KM) TO THE JUPITER INLET AND THE MARK, A FLDEP

SURVEY DISK SET FLUSH IN THE TOP OF THE CONCRETE

SEAWALL ON THE SOUTH EDGE OF THE INLET. LOCATED 147.0

FT (44.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE

EASTERNMOST PARKING AREA DRIVEWAY, 131.2 FT (40.0 M)

WEST OF A T-JUNCTION IN THE CONCRETE SEAWALL, 1.6 FT

(0.5 M) EAST OF THE WEST END OF THE CONCRETE SEAWALL,

1.35 FT (0.4 M) SOUTH OF THE NORTH EDGE OF THE

CONCRETE SEAWALL AND 1.4 FT (0.4 M) NORTH OF THE SOUTH

EDGE OF THE CONCRETE SEAWALL.

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA):

RECOVERED IN GOOD CONDITION.

DESIGNATION: 872 2495 N TIDAL

TYPE: THIS IS A TIDAL BENCH MARK

STAMPING: 2495 N 2006

STATE/COUNTY: FL/PALM BEACH

MARKER: SURVEY DISK

MARK LOGO: FLDEP

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE

MOTION.

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE SEAWALL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS – OCTOBER 24, 2023.

DESCRIPTION: DESCRIBED BY FL DEPT OF ENV PRO 2006 (KLB):

THE MARK IS IN JUPITER BEACH PARK, IN SECTION 32,

TOWNSHIP 40 SOUTH, RANGE 43 EAST. TO REACH THE MARK

FROM THE JUNCTION OF U.S. HIGHWAY 1 (FEDERAL HIGHWAY)

AND COUNTY ROAD A1A (OCEAN DRIVE) ABOUT 0.8 MI (1.3

KM) NORTHEAST OF JUPITER, GO SOUTHEAST ON COUNTY ROAD

A1A (OCEAN DRIVE) FOR 0.6 MI (1.0 KM) TO THE JUNCTION

OF JUPITER BEACH ROAD ON THE LEFT, TURN LEFT ON

JUPITER BEACH ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO

THE ENTRANCE ROAD OF JUPITER BEACH PARK ON THE LEFT,

TURN LEFT ON THE ENTRANCE ROAD AND GO NORTH FOR 0.4 MI

(0.6 KM) TO THE JUPITER INLET AND THE MARK, A FLDEP

SURVEY DISK SET FLUSH IN THE TOP OF THE CONCRETE

SEAWALL ON THE SOUTH EDGE OF THE INLET. LOCATED 87.5

FT (26.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE

EASTERNMOST PARKING AREA DRIVEWAY, 53.2 FT (16.2 M)

WEST OF AN UNDESIGNATED U.S. ARMY CORE OF ENGINEERS

SURVEY DISK, 50.9 FT (15.5 M) NORTHWEST OF THE

NORTHWEST CORNER OF A WOODEN HANDRAIL, 39.0 FT (11.9

M) NORTH OF THE NORTHWEST CORNER OF AN 8.0 FT (2.4 M)

HIGH CHAIN LINK FENCE, 2.2 FT (0.7 M) EAST OF THE TOP

ONE OF TWO STEPS WITH AN ALUMINUM GUARDRAIL AND 0.6 FT

(0.2 M) NORTH OF A CARSONITE WITNESS POST.

RECOVERY NOTE BY GEOCACHING 2023 (RLM): RECOVERED IN

GOOD CONDITION.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wind, wave, and weather data are provided for inclusion in the subject project’s P&S. The water level datums provided here are for information only and are not for use in conjunction with any contract-related hydrographic surveying.

a) Water Stages. Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms may affect the area any time of the year.

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and Table 1. These data are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 to 2001. Additional tidal data on stations in the vicinity of the subject project area can be found at the following website: https://tidesandcurrents.noaa.gov/map/index.html?region=Florida.

The elevations in Table 1 are taken from NOAA’s Tide Station 8720030 (Fernandina Beach, FL). These datums are based on a 17-year analyses period from 01 January 1983 to 31 December 1994 and 01 January 1997 to 31 December 2001 from a gauge on the bayside of Amelia Island, which is within the limits of the project area.

Figure 1. NOAA Tide Stations in the Vicinity of Fernandina Harbor in Nassau County, Florida

See next page.

https://tidesandcurrents.noaa.gov/map/index.html?region=Florida

SECTION 00 33 50 Page 2

Table 1. Datums from NOAA Station 8720030 (Fernandina Beach, Florida)

Location: 30° 40.3' N, 81° 28.0' W Analysis Period: January 1983 to December 1994 & January 1997 to December 2001

Datum Elevation (ft-MLLW)

Highest Observed (10/02/1898) 13.50 Mean Higher-High Water (MHHW) 6.56 Mean High Water (MHW) 6.21 North American Vertical Datum of 1988 (NAVD88) 3.82 Mean Sea Level (MSL) 3.29 Mean Tide Level (MTL) 3.20 Mean Low Water (MLW) 0.19 Mean Lower-Low Water (MLLW) 0.00 Lowest Observed (01/24/1940) -4.10

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area, are included in the publication East Coast of North and South America Tide Tables, United States (U.S.) Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean tide levels, diurnal tide ranges, and some astronomical data (sunrise, sunset, moonrise, and moonset). Of note, tidal data provided in this publication are also listed at the following website:

https://tidesandcurrents.noaa.gov/tide_predictions.html.

b) Wind and Wave Data. The publications in this section include wind and wave information in the vicinity of the project area. They are available for review at the websites or agencies indicated.

i. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or on the following website: https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

ii. U.S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database is a wave hindcast database for various stations located along the U.S. Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station ST63401 is in roughly 15.0 meters (m) or 49.2 feet (ft) of water relative to the Mean Sea Level (MSL) datum at 30° 40.0' N, 81° 15.0' W. This station lies approximately

12.0 miles east of the mouth of the St. Mary’s River. Available data includes a hindcast time series of wave height, wave spread, wave period, wave and wind direction, and wind speed at 1-hour intervals for the 44-year period of 1980 to 2024. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: https://wis.erdc.dren.mil.

iii. National Data Buoy Center (NDBC) Website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website include wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gauge readings are updated hourly, and archived data is available for most stations. Data relevant to Florida projects are found at the following website:

https://www.ndbc.noaa.gov/.

https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html https://wis.erdc.dren.mil/ https://www.ndbc.noaa.gov/

SECTION 00 33 50 Page 3

c) Weather Conditions. The project area is subject to tropical systems June through November and to windy and rainy weather any time of the year. The climate of the area is essentially tropical, as temperatures below freezing are seldom. During the wet season (May through October), rainfall events are usually short and sporadic and closely associated with convective activity. Winter months generally constitute the dry season, where rainfall is typically associated with mid-latitude, or extratropical, systems and distributed in a more spatially uniform pattern. Daily rainfall events in the dry season are occasionally heavy when mid-latitude systems impact northeast Florida. Notably, hazardous thunderstorms can occur in this area at any time of the year.

i. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (https://www.ncdc.noaa.gov/cdo-web/) published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological data relevant to this region. Available data include quality-controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 15- to 30-year climate normals.

NOAA’s Climate Data Online website includes Monthly Normals (average values) for temperature, precipitation, and other climatological information over three periods: 1981-2010, 1991-2020, and 2006- 2020. NOAA’s Fernandina Beach, FL gauge (ID USC00082944) is close to the project area and lies roughly

1.0 mile east of the project site at 30° 40.0' N, 81° 27.2' W. The most applicable period for data at this site is likely 1991 to 2020 and is found at the following website: https://www.ncei.noaa.gov/maps/normals/.

https://www.ncdc.noaa.gov/cdo-web/ https://www.ncei.noaa.gov/maps/normals/

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 Work Restrictions

1.2.4 Safety Requirements

1.2.5 Work Performed by Others

1.2.6 Dredging Commencement

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

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 Fernandina Harbor, Maintenance Dredging, 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

Project work involves maintenance dredging of the Fernandina Harbor Cut-1 Station 0+00 through Cut-6 Station 9+00 and Turning Basin. The excavated material will be transported to and placed in the Fernandina Ocean Dredged Material Disposal Site (ODMDS). Work also includes turbidity monitoring, endangered species observers (hopper dredges only), sea turtle trawling (hopper dredges only), and marine animal observer (mechanical/clamshell dredges only).

1.2.2 Location

The project is located at the entrance of the Amelia River in Nassau County, Florida.

1.2.3 Work Restrictions

Hopper dredging within Fernandina Harbor is prohibited from 01 April through 14 December.

1.2.4 Safety Requirements

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

1.2.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.2.6 Dredging Commencement

Schedule commencement of dredging to start on a weekday, Monday through

SECTION 01 11 00 Page 2

Friday, between the hours of 07:00 to 12:00 Eastern Timezone, excluding Federal Holidays, in order to allow for Government personnel to perform the necessary inspections on-board the dredge prior to excavation of the initial dredge loading cycle. Alternative dredging start times will be approved by the Contracting Officer prior to commencement of dredging.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10).

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12).

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4).

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).

1.5.4 Maritime Traffic

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

1.5.5 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.

SECTION 01 11 00 Page 3

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.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17).

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.

SECTION 01 11 00 Page 4

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. 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 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 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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity and Disposal Monitoring (Line Item 0004)

1.4.3 Endangered Species Observer (Hopper Dredge Only, Line Item

0005)

1.4.4 Marine Animal Observer (Mechanical/Clamshell Dredging Only, Line Item 0006)

1.4.5 Mobilization and Demobilization for Sea Turtle Trawling

(Hopper Dredge Only, Line Item 0007)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002 and 0003)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sea Turtle Trawling (Hopper Dredge Only, Line Item 0008)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Standby Time (Line Item 0009)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Partnering Regroup (Line Item 0010)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 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 1

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 2 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 CLIN 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 00 70 00 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 or incidental to mobilization and demobilization of the Contractor's plant and associated equipment. Costs associated with the establishment of initial project management and coordination are also included in this line item. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00 70 00 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity and Disposal Monitoring (Line Item 0004)

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

1.4.3 Endangered Species Observer (Hopper Dredge Only, Line Item 0005)

Payment will be made for costs associated with or incidental to the endangered species observer required for a hopper dredge. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

SECTION 01 22 00 Page 3

1.4.4 Marine Animal Observer (Mechanical/Clamshell Dredging Only, Line Item 0006)

Payment will be made for costs associated with or incidental to the marine animal obersver required for mechanical/clamshell dredging. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

1.4.5 Mobilization and Demobilization for Sea Turtle Trawling (Hopper Dredge Only, Line Item 0007)

Payment will be made for costs associated with or incidental to mobilization and demobilization of sea turtle trawlers and accompanying equipment. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00 70 00 CONTRACT CLAUSES in Volume 1.

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 CLIN 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 and 0003)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); pump out facility and pipeline placement associated with diposal; noise control; and debris removal. 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 will be made by the Government. All surveys 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 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

SECTION 01 22 00 Page 4 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 Trawling (Hopper Dredge Only, Line Item 0008)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to sea turtle trawling and relocation. These prices will include costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to relocate sea turtles 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 trawling and relocation will be measured for payment based upon the duration of performance on a daily basis. A day of trawling is defined as 24 hours of continuous trawling. The Contractor will conduct trawling as described in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.3 Unit of Measure

Day.

1.5.3 Standby Time (Line Item 0009)

1.5.3.1 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.

1.5.3.2 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.

SECTION 01 22 00 Page 5

1.5.3.3 Unit of Measure

Hour.

1.5.4 Partnering Regroup (Line Item 0010)

1.5.4.1 Payment

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

1.5.4.2 Measurement

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

1.5.4.3 Unit of Measure

Each.

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.

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 REQUREST 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. 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 Land Surveyor report and supporting data.

e. QA/QC deficiency tracking list.

f. Environmental reports.

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

SECTION 01 22 00 Page 6

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 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PROJECT COORDINATION

1.4.1 Resident Management System (RMS)

1.4.2 Coordination with Other Contracts

1.4.2.1 Adjacent Contractors

1.4.3 Access by Others

1.4.4 Inspections by Others

1.5 SMALL UNMANNED AIRCRAFT SYSTEMS (SUAS)

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

1.6.2 Minimum Communication Requirements

1.6.3 Duties

1.6.4 Non-Compliance Actions

1.7 PROJECT MEETINGS

1.8 PROJECT MEETINGS FORMAT

1.9 PRECONSTRUCTION CONFERENCE

1.9.1 Preconstruction Conference Minutes and Phone

1.9.2 Preconstruction Conference Submittals

1.9.2.1 Other Division 01 Submittals

1.9.2.2 Divisions 02 through 48 Submittals

1.9.3 Joint Risk Register

1.9.4 List of Subcontractors

1.10 PARTNERING

1.10.1 Initial Partnering Meeting

1.10.1.1 Contractor Responsibility

1.10.1.2 Tasks and Deliverables

1.10.2 Partnering Regroups

1.10.2.1 Contractor Responsibility (Regroups)

1.10.2.2 Tasks and Deliverables

1.10.3 Cancellation of Partnering Meeting or Regroup

1.11 NOTICE TO PROCEED

1.12 COORDINATION MEETING

1.13 PROGRESS MEETINGS

1.13.1 Progress Meeting Participants

1.14 CONTRACTOR PERFORMANCE EVALUATIONS

1.14.1 Training

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

SECTION 01 30 00 Page 1

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

3.5 MINIMUM INSURANCE REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 30 00 Page 2

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. 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 PROJECT SCHEDULE, and 01 45 05

DREDGING/BEACH FILL PLACEMENT - QUALITY CONTROL.

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)

APL 95-1-1 (2022) Aviation Policy Letter 95-1-1;

USACE Aviation Policies and Standards (Separate Document)

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

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.

SD-03 Product Data

Small Unmanned Aircraft Systems (SUAS)

SD-07 Certificates

Partnering Meeting(s) Written Synopsis ; G, RO

Signature Authority

Drug-Free Work Place Record

Insurance Requirements

SECTION 01 30 00 Page 3

1.4 PROJECT COORDINATION

1.4.1 Resident Management System (RMS)

Use Corps of Engineers' Resident Management System for construction information management. See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE (RMS CM).

1.4.2 Coordination with Other Contracts

1.4.2.1 Adjacent Contractors

Two recurring contracts to dredge for Naval Submarine Base Kings Bay and Entrance Channel occur on a regular basis. Coordinate activities to avoid impact to adjacent Contractors and prevent problems from adjacent contract.

1.4.3 Access by Others

Maintain access to power poles and other items owned or operated by utility companies. Coordinate with utility companies as required for line marking, hookups, and relocations as needed to perform work. Incoming electrical utilities become the responsibility of Contractor at transformers. Coordinate emergency incident response with local law enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.4.4 Inspections by Others

During construction period, inspection or maintenance work will be performed by others within the construction limits. The Contractor is responsible for neatly mowing all grass and vegetation (not to include established trees or other protected vegetation designated as wetland areas) within the construction limits for the duration of the Contract.

Areas not accessible to mowers must be edged or trimmed neatly. Mowing or trimming must be performed every three weeks or when vegetation exceeds twelve inches in height.

1.5 SMALL UNMANNED AIRCRAFT SYSTEMS (SUAS)

Comply with all applicable aspects of USACE Aviation Policy Letter 95-1-1 ( APL 95-1-1 , https://www.saj.usace.army.mil/About/Divisions-Offices /Engineering/Design-Branch/Specifications-Section/) for the collection of aerial data by Small Unmanned Aircraft Systems (SUAS). Further, comply with location specific requirements for SUAS operations within the confines of critical infrastructure or DoD facility. Coordinate any activity associated with APL 95-1-1 through the ATPM and Contracting Office to ensure proper procedures and reporting to the USACE Aviation Office. Submit Mission Plan documentation. Submit product data on SUAS used. SUAS provided will be listed as either USACE ETP Approved in the exact configuration authorized or as a DIU Blue Cleared Aircraft in the exact authorized configuration (https://www.diu.mil/blue-uas-cleared-list).

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 5 years experience in construction with at least 3 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar

SECTION 01 30 00 Page 4 with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 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.

1.8 PROJECT MEETINGS FORMAT

All project meetings will occur face-to-face or virtually, the default format will be face-to-face. The Contracting Officer will approve or request virtual meeting when a face-to-face meeting format can not be used. Meetings at Contractor's facility will have systems capabilities for both audio and video. The audio and video system must provide for full coverage of the conference room.

SECTION 01 30 00 Page 5

1.9 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE.

Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP). (Refer to subparagraph PRECONSTRUCTION CONFERENCE SUBMITTALS below.) Contracting Officer will notify Contractor of time, place, and agenda. At a minimum, Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and key subcontractors and suppliers. Contracting Officer will discuss contract ground rules and general issues including:

-- Lines of Contracting Officer authority -- Lines of Contractor authority -- Contract Clauses -- Special Contract Requirements -- Contract Administration -- Progress Payment -- Correspondence Procedures -- Project Schedule -- Submittal Register -- Labor requirements -- General Site Safety -- Permit Requirements -- Joint Risk Management Processes

1.9.1 Preconstruction Conference Minutes and Phone

The Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may record the meeting. 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. Recordings, if used, will be made available for Contractor to review or copy.

1.9.2 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, if the Contractor fails 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 must 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.

1.9.2.1 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 unless specifically identified otherwise in the following specifications:

-- Project Schedule - See Section 01 32 01 PROJECT SCHEDULE -- Accident Prevention Plan - See Section 01 35 26 GOVERNMENTAL

SECTION 01 30 00 Page 6

SAFETY REQUIREMENTS

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

PLACEMENT - QUALITY CONTROL

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

CONSTRUCTION FACILITIES

-- Environmental Protection Plan - See Section 01 57 20 ENVIRONMENTAL

PROTECTION

1.9.2.2 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.

1.9.3 Joint Risk Register

Request a sample template from Contracting Officer or receive Government approval for a Contractor's template form prior to submission. The draft template must be project oriented with potential joint risks that will become topics of discussions for the initial partnering meeting.

1.9.4 List of Subcontractors

Documentation of compliance with Clauses SUBCONTRACTS (LABOR STANDARDS) and LIMITATIONS ON SUBCONTRACTING, and, if included, paragraph LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR SUBCONTRACTORS. As part of the RMS Schedule, provide a list of subcontractors with company name, person to contact, street address, mail address, phone number, type of specialty and estimated subcontract quote no later than 30 calendar days after Notice to Proceed.

1.10 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)…