B.08.02_FortPierce_RTA_Vol.2_2022_Oct_12.pdf

W912EP23B0003

Jacksonville District

SHORE PROTECTION PROJECT

FORT PIERCE BEACH RENOURISHMENT 2023

ST. LUCIE COUNTY, FLORIDA

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Shore Protection Project Fort Pierce Beach Renourishment 2023

PROJECT TABLE OF CONTENTS

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

00 31 21 04/18 CONTROL MONUMENT DESCRIPTIONS

00 33 50 04/18 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 03/22 SUMMARY OF WORK

01 22 00 08/21 MEASUREMENT AND PAYMENT

01 30 00 09/21 ADMINISTRATIVE PROCEDURES

01 32 01 01/22 PROJECT SCHEDULE

01 33 00 02/22 SUBMITTAL PROCEDURES

01 35 25 02/22 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 30 10/18 MUNITIONS AND EXPLOSIVES OF CONCERN

(MEC) CONSTRUCTION SUPPORT

01 45 00 03/20 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 05 09/21 DREDGING/BEACH FILL PLACEMENT -

CONTRACTOR QUALITY CONTROL

01 50 02 12/21 TEMPORARY CONSTRUCTION FACILITIES

01 55 10 08/08 CLEARING AND GRUBBING FOR ACCESS AND

STAGING AREAS

01 55 26 07/21 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

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

02 22 13 02/20 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES

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

35 20 25 11/20 BEACH FILL

35 20 26 11 March 2020 NATIONAL DREDGING QUALITY MANAGEMENT

PROGRAM SCOW - ULLAGE PROFILE

35 20 27 11 March 2020 NATIONAL DREDGING QUALITY MANAGEMENT

PROGRAM PIPELINE HYDRAULIC DREDGE

35 20 28 11 March 2020 NATIONAL DREDGING QUALITY MANAGEMENT

PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

FOR

SHORE PROTECTION PROJECT

FORT PIERCE BEACH RENOURISHMENT 2023

St. Lucie County, Florida

SECTION 00 31 21 Page 1

DESIGNATION - 872 2212 C

PID - DO9392

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: 2212 C 2013

MARK LOGO: NGS

PROJECTION: FLUSH WITH GROUND

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - July 19, 2013

HISTORY - Date Condition Report By

HISTORY - 20130719 MONUMENTED FLDEP

STATION DESCRIPTION

THE MARK IS ABOUT 9.0 MI NORTH OF ANKONA, 5.1 MI SOUTHEAST OF INDRIO,

2.7 MI NORTHEAST OF FORT PIERCE.

TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE

HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY

A1A FOR 0.7 MI TO THE EAST END OF THE BRIDGE OVER THE INDIAN RIVER AND

HUTCHINSON ISLAND. CONTINUE NORTHEAST ON STATE ROAD A1A FOR 1.8 MI TO

A ROUND-ABOUT AND WHERE STATE HIGHWAY A1A TURNS SOUTH AND BECOMES

SOUTH OCEAN DRIVE, GO RIGHT ONE HALF OF THE WAY AROUND THE ROUND-ABOUT

AND CONTINUE EAST FOR 0.1 MI ON SEAWAY DRIVE TO ITS END AT THE BEACH

AND A ROAD TO THE NORTH, THAT PARALLELS THE BEACH AND GOES TO FORT

PIERCE JETTY PARK. TURN LEFT ON THIS ROAD AND GO NORTH ABOUT 0.05 MI

TO THE NORTHEAST CORNER OF THE PARKING LOT FOR THE PARK FROM THE

NORTHEAST CORNER OF THE PARKING LOT WALK ABOUT 140.0 FT NORTH AND THEN

NORTHEAST ALONG THE EASTERN MOST AND MAIN SIDEWALK TO THE Y-JUNCTION

OF A SIDEWALK THAT RUNS EAST TO WEST AND PARALLELS THE SOUTH SIDE OF

FORT PIERCE INLET AND EVENTUALLY RUNS EAST ALONG THE TOP OF THE ROCK

JETTY. TURN RIGHT AND WALK ABOUT 10.0 FT EAST ON THE SIDEWALK TO THE

MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH

OF 80.0 FT WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE

GROUND, THE DATUM POINT IS RECESSED 0.8 FT BELOW THE LEVEL OF THE

NATIONAL GEODETIC SURVEY LOGO CAP. LOCATED NEAR THE Y-JUNCTION OF THE

MAIN SIDEWALK FROM THE PARKING LOT AND THE SIDEWALK THAT PARALLELS THE

SECTION 00 31 21 Page 2

DESIGNATION - 872 2212 C (continued)

SOUTH SIDE OF THE INLET, ABOUT 416.0 FT EAST OF SURVEY MARK 2212 D

2013, ABOUT 326.0 FT WEST OF SURVEY MARK 2212 B 2013, 29.0 FT WEST-

SOUTHWEST OF A VISITOR DISTANT VIEWING STATION (TELESCOPES ON A POST),

12.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF THE SIDEWALK THAT

PARALLELS THE SOUTH SIDE OF THE INLET, 10.0 FT EAST OF THE APPROXIMATE

CENTERLINE OF THE MAIN SIDEWALK LEADING FROM THE PARKING LOT, 7.6 FT

NORTHWEST OF A CARSONITE WITNESS POST AND 0.8 FT SOUTH OF THE

SOUTH SIDE OF THE SIDEWALK THAT PARALLELS THE SOUTH SIDE OF THE INLET.

NOTE A MAGNET WAS PLACED INSIDE THE NATIONAL GEODETIC SURVEY LOGO CAP.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NATIONAL

GEODETIC SURVEY LOGO CAP.

SECTION 00 31 21 Page 3

DESIGNATION - 872 2212 B

PID - DO9391

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: 2212 B 2013

MARK LOGO: FLDEP

PROJECTION: RECESSED 5 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

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

MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - July 19, 2013

HISTORY - Date Condition Report By

HISTORY - 20130719 MONUMENTED FLDEP

STATION DESCRIPTION

THE MARK IS ABOUT 9.0 MI (14.5 KM) NORTH OF ANKONA, 5.2 MI SOUTHEAST

OF INDRIO, 2.8 MI NORTHEAST OF FORT PIERCE.

TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE

HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY

A1A FOR 0.7 MI TO THE EAST END OF THE BRIDGE OVER THE INDIAN RIVER AND

HUTCHINSON ISLAND. CONTINUE NORTHEAST ON STATE ROAD A1A FOR 1.8 MI TO

A ROUND-ABOUT AND WHERE STATE HIGHWAY A1A TURNS SOUTH AND BECOMES

SOUTH OCEAN DRIVE, GO RIGHT ONE HALF OF THE WAY AROUND THE ROUND-ABOUT

AND CONTINUE EAST FOR 0.1 MI ON SEAWAY DRIVE TO ITS END AT THE BEACH

AND A ROAD TO THE NORTH, THAT PARALLELS THE BEACH AND GOES TO FORT

PIERCE JETTY PARK. TURN LEFT ON THIS ROAD AND GO NORTH ABOUT 0.05 MI

TO THE NORTHEAST CORNER OF THE PARKING LOT FOR THE PARK FROM THE

NORTHEAST CORNER OF THE PARKING LOT WALK ABOUT 140.0 FT NORTH AND THEN

NORTHEAST ALONG THE EASTERN MOST AND MAIN SIDEWALK TO THE Y-JUNCTION

OF A SIDEWALK THAT RUNS EAST TO WEST AND PARALLELS THE SOUTH SIDE OF

FORT PIERCE INLET AND EVENTUALLY RUNS EAST ALONG THE TOP OF THE ROCK

JETTY. TURN RIGHT AND WALK ABOUT 335.0 FT EAST ON THE SIDEWALK TO THE

MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.2 FT

BELOW THE LEVEL OF THE SIDEWALK. LOCATED ABOUT 702.0 FT WEST OF

SURVEY MARK 2212 A 2013, ABOUT 326.0 FT EAST OF SURVEY MARK 2212 C

2013, 8.8 FT NORTH OF THE APPROXIMATE CENTERLINE OF THE SIDEWALK ATOP

THE JETTY, 6.2 FT NORTH OF A WITNESS POST DECAL THAT IS APPLIED TO A

4.0 FT HIGH DECORATIVE ALUMINUM POST WITH A SMALL SOLAR LIGHT ON TOP

LOCATED ALONG THE NORTH SIDE OF THE CONCRETE SIDEWALK AND 0.9 FT NORTH

OF THE NORTH EDGE OF THE SIDEWALK.

SECTION 00 31 21 Page 4

DESIGNATION - 872 2212 B (continued)

SECTION 00 31 21 Page 5

DESIGNATION - 872 2213 K TIDAL

PID - DI3923

TIDAL BM - This is a Tidal Bench Mark.

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: 2213 K 1995

MARK LOGO: NOS

PROJECTION: RECESSED 5 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - June 22, 2013

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED FLDEP

HISTORY - 20051011 GOOD FLDEP

HISTORY - 20130420 GOOD GCT

HISTORY - 20130622 GOOD FLDEP

STATION DESCRIPTION / STATION RECOVERY (2013)

RECOVERED IN GOOD CONDITION.

NOTE-ADDITIONS, THE COAST GUARD AUXILIARY STATION DOCK AND THE CHAIN

LINK FENCE ARE BOTH GONE, THE MARK IS LOCATED NEAR THE NORTHWEST

CORNER OF THE PROPERTY THAT IS OCCUPIED BY THE COAST GUARD AUXILIARY

STATION FLOTILLA 58 LOCATED AT 1400 SEAWAY DRIVE (STATE ROAD A1A)

(TELEPHONE NUMBER 772-418-1142).

LOCATED ABOUT 318.0 FT NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROAD

A1A (SEAWAY DRIVE), ABOUT 260.0 FT NORTHWEST OF U.S. COAST AND

GEODETIC SURVEY BENCH MARK WITH DESIGNATION OF 872 2213 TIDAL 1

(STAMPED NO 1 1969), ABOUT 225.0 FT NORTH-NORTHWEST OF U.S. COAST AND

GEODETIC SURVEY BENCH MARK WITH DESIGNATION OF D 231 (STAMPED D 231

1965) WHICH IS SET IN THE CONCRETE BASE FOR THE SOUTHWEST LEGGED OF A

FOUR LEG FLAG - OLD WEATHER STATION SENSOR TOWER, 54.0 FT NORTH OF THE

SOUTHEAST CORNER OF UNIT TWO OF THE CORAL APARTMENTS 28.5 FT NORTHEAST

OF THE NORTHEAST CORNER OF UNIT ONE OF THE CORAL APARTMENTS (NOTE UNIT

ONE AND UNIT TWO ARE PART OF THE SAME BUILDING), 19.0 FT EAST-

NORTHEAST OF THE CENTERLINE OF A DOCK FOR THE CORAL APARTMENTS AND 1.6

FT EAST OF A CARSONITE WITNESS POST.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.

SECTION 00 31 21 Page 6

DESIGNATION - 872 2213 K TIDAL (continued)

NOTE THE NOS LOGO CAP IS RECESSED 0.2 FT BELOW THE LEVEL OF THE

GROUND, THE DATUM POINT IS RECESSED 0.2 BELOW THE LEVEL OF THE NOS

LOGO CAP.

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

St. Lucie County, Florida

SECTION 00 33 50 Page 1

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. The elevations in Table 1 are taken from NOAA’s Tide Station 8722212 (Fort Pierce, South Jetty, FL). These datums are based on a 6-month analysis from June 1972 – November 1972 from a gauge on the Fort Pierce Inlet south jetty, which is at the north end of the project fill limits. These data are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 – 2001 and are based on a controlling tide station near Miami Beach, Florida (NOAA Tide Station 8723170). 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.

Figure 1. NOAA Tide Stations in the Vicinity of St. Lucie County, Florida https://tidesandcurrents.noaa.gov/map/index.html?region=Florida

Shore Protection Project, SECTION 00 33 50 Page 2

Table 1. Datums from NOAA Station 8722212 (Fort Pierce, South Jetty, FL)

Location: 27° 28.2' N, 80° 17.3' W Analysis Period: June 1972 – November 1972

Datum Elevation (ft-MLLW)

Mean Higher-High Water (MHHW) 2.98 Mean High Water (MHW) 2.76 North American Vertical Datum of 1988 (NAVD) 2.70 Mean Sea Level (MSL) 1.52 Mean Tide Level (MTL) 1.48 Mean Low Water (MLW) 0.20 Mean Lower-Low Water (MLLW) 0.00

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 63450 is in roughly 23.0 meters of water relative to the Mean Sea Level (MSL) datum (i.e., 75.4 ft-MSL) at 27° 30.0' N, 80° 4.8' W. This station lies approximately 13.0 miles east-by-northeast of the project area. Available data include a hindcast time series of wave height, wave spread, wave period, wave and wind direction, and wind speed at 1-hour intervals for the 40-year period of 1980 – 2019. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: https://wisportal.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://wisportal.erdc.dren.mil/ https://www.ndbc.noaa.gov/

Shore Protection Project, 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 Fort Pierce, FL station (ID USC00083207) is closest to the project area and lies roughly 4.0 miles west-by-southwest of the project site at 27° 26.5' N, 80° 21.1' W. The most applicable period for data at this site is likely 1991-2020 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

03/22

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 Restrictions

1.2.5 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 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

03/22

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 Shore Protection Project Fort Pierce Beach Renourishment 2023, St. Lucie County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Project work consists of constructing a beach berm along approximately 7,000 feet of shoreline immediately south of Fort Pierce Inlet between Florida Department of Environmental Protection (FDEP) Range Monuments R-34 and T-41. The project work is subdivided into a base and one option as shown on the drawings. Beach compatible sand for the project will be dredged from Capron Shoal, located approximately four miles southeast of the project site. Due to the extensive hardbottom areas located offshore of the fill area, offshore pipeline access to the beach site is prohibited. Offloading will be done inside the South Jetty of Fort Pierce Inlet, as shown on the plans. A staging area and beach access to the project fill area is located at the end of Seaway Drive and near the south jetty offloading area. Project work also includes but is not limited to endangered species observation, sea turtle non-capture trawl sweeping, turbidity monitoring, beach tilling, and vibration control and monitoring.

1.2.2 Location

The project is located on the north end of Hutchinson Island in St. Lucie County, Florida adjacent to Fort Pierce Inlet.

1.2.3 Safety Requirements

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

1.2.4 Work Restrictions

See Section 01 57 20 ENVIRONMENTAL PROTECTION.

SECTION 01 11 00 Page 2

1.2.5 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, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1. The time for completion does not include establishment of grass.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 Physical Conditions

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

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

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

1.5.4 Maritime Traffic

Marine Traffic in the project area consists of 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

SECTION 01 11 00 Page 3 placed under the Contract in navigable waters or on shore.

1.5.6 Surveys

Hydrographic surveys are provided on the ehydro web site:

https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d Other surveys referenced herein will be provided digitally following contract award. 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) 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, the monuments, stakes, and other marks may be replaced by the Contracting Officer, at the Contracting Officer's 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

SECTION 01 11 00 Page 4 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, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, 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 to the satisfaction of the Contracting Officer 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

08/21

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 Vibration Control and Monitoring (Line Item 0007 and 0020)

1.4.3 Environmental Species Monitoring (Line Item 0008 and 0021)

1.4.4 Turbidity Monitoring (Line Item 0009 and 0022)

1.4.5 Mobilization and Demobilization for Sea Turtle Trawl Sweeping

(Hopper Dredge Only, Line Item 0010)

1.4.6 Mobilization and Demobilization for Remote Munitions and

Explosives of Concern (MEC) Support (Line Item 0014)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Beach Fill (Line Item 0002 and 0016)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Screening (Line Item 0003 and 0017)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Beach Tilling (Line Item 0004 and 0018)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Remediation of Noncompliant Material (Line Item 0005)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Transportation & Disposal of Unacceptable Material (Line Item

0006 and 0019)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Sea Turtle Trawl Sweeping (Hopper Dredge Only) (Line Item 0011)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Standby Time (Line Item 0012)

1.5.7.1 Payment

1.5.7.2 Measurement

SECTION 01 22 00 Page 1

1.5.7.3 Unit of Measure

1.5.8 Partnering Regroup (Line Item 0013)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 On-Site MEC Support (Line Item 0015)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 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

SECTION 01 22 00

MEASUREMENT AND PAYMENT

08/21

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 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 mobilization and demobilization and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Vibration Control and Monitoring (Line Item 0007 and 0020)

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

REQUIREMENTS FOR EXISTING STRUCTURES.

1.4.3 Environmental Species Monitoring (Line Item 0008 and 0021)

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

PROTECTION.

SECTION 01 22 00 Page 4

1.4.4 Turbidity Monitoring (Line Item 0009 and 0022)

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.

1.4.5 Mobilization and Demobilization for Sea Turtle Trawl Sweeping (Hopper Dredge Only, Line Item 0010)

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

1.4.6 Mobilization and Demobilization for Remote Munitions and Explosives of Concern (MEC) Support (Line Item 0014)

Payment will be made for costs associated with or incidental to mobilization, demobilization, training, work plans, reporting, safety and standby for MEC support. Unexploded Ordinance (UXO) technician will provide consultation and support via remote location. 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 Beach Fill (Line Item 0002 and 0016)

1.5.1.1 Payment

a. Payment will be made for costs associated with and incidental to barricades and signs, debris removal, pipeline crossing, excavation and transportation of beach fill, constructing the beach profile and final dressing; noise control; dive reports; and condition surveys and monitoring of hardbottom/reef communities. See Sections 01 57 20

ENVIRONMENTAL PROTECTION, 01 57 25 TURBIDITY AND DISPOSAL MONITORING,

and 35 20 25 BEACH FILL.

b. In addition to the above, payment will be made for in-place beach fill to the required tolerance line on both berm and slope. Payment quantities will be determined by the Government using average end area method of calculation. When beach fill is placed up-slope above slough zone to compensate for wave action, payment will be based on a cut and fill calculation. No payment will be made for material placed in excess of the tolerance template A(T) indicated on the drawings, less any voids that may be present in the tolerance template landward of the seaward edge of sloping berm.

SECTION 01 22 00 Page 5

1.5.1.2 Measurement

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

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

b. Beach fill satisfactorily placed will be measured for payment by use of the average end area method. The quantities will be computed by the Government in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Measurement of quantity placed for pay purposes will be based on original and final cross sections made on the section or reach indicated on the drawings. The Contractor will give 3 calendar days advance notice, in writing, to the Contracting Officer of the need to perform the original and final surveys. Quality Control Surveys will be the responsibility of the Contractor. Monthly partial payments will be based on approximate quantities determined by measurement of the in-place beach fill and in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

c. In accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1, Contracting Officer will perform pre- and post-construction topographic survey at 100-foot stations with elevations taken at 10-foot range intervals from the baseline to the toe slope elevation. In order to achieve final grade in slough zone, Contractor will place material to final grade within tolerance for entire slope or may stockpile beach fill up-slope of slough zone.

After stockpiled beach fill is measured for payment, Contractor will shape slope to within 0.5 foot of final grade from top of slope to waterline producing a smooth uniform slope. Once post-construction survey is performed, no measurements will be revised except on suspicion of fraud or obvious error.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Screening (Line Item 0003 and 0017)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to separation of any material greater than 3/4 inch in diameter by a method detailed in Section 35 20 25 BEACH FILL.

1.5.2.2 Measurement

Separation of material greater than 3/4 inch in diameter will be measured for payment by the Beach fill quantity satisfactorily placed. The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity screened.

SECTION 01 22 00 Page 6

1.5.2.3 Unit of Measure

Cubic yard.

1.5.3 Beach Tilling (Line Item 0004 and 0018)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to beach tilling.

1.5.3.2 Measurement

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

1.5.3.3 Unit of Measure

Acre.

1.5.4 Remediation of Noncompliant Material (Line Item 0005)

1.5.4.1 Payment

Payment will be made for costs associated with and incidental to remediation of noncompliant material found on the beach fill template and determined by the Contracting Officer to have originated from within the borrow area only. Remediation procedures for noncompliant material are indicated in paragraph QUALITY CONTROL FOR BEACH FILL of Section 35 20 25

BEACH FILL.

No payment will be made for remediation of noncompliant material resulting from overexcavation or excavation outside the limits of the borrow area.

Remediation to remove material greater than 3/4 inch is at the Contractor's expense and this line item not implemented. 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.

1.5.4.2 Measurement

Remediation 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. The quantity listed in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only.

1.5.4.3 Unit of Measure

Acre.

1.5.5 Transportation & Disposal of Unacceptable Material (Line Item 0006 and 0019)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to transportation and disposal of unacceptable material after the unacceptable material has been determined by the Contracting Officer to

SECTION 01 22 00 Page 7 have originated in the borrow area. See Section 35 20 25 BEACH FILL. 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.

1.5.5.2 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 one cubic yard. The quantity listed in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only.

1.5.5.3 Unit of Measure

Cubic yard.

1.5.6 Sea Turtle Trawl Sweeping (Hopper Dredge Only) (Line Item 0011)

1.5.6.1 Payment

Payment will be made for costs associated with and incidental to the Sea Turtle Trawl Sweeping. This price includes all costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to clear and/or relocate sea turtles from in the vicinity of the dredge, and the cost of reporting as specified. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.5.6.2 Measurement

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

1.5.6.3 Unit of Measure

Day.

1.5.7 Standby Time (Line Item 0012)

1.5.7.1 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.

1.5.7.2 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.

1.5.7.3 Unit of Measure

Hour.

SECTION 01 22 00 Page 8

1.5.8 Partnering Regroup (Line Item 0013)

1.5.8.1 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.

1.5.8.2 Measurement

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

1.5.8.3 Unit of Measure

Each.

1.5.9 On-Site MEC Support (Line Item 0015)

1.5.9.1 Payment

Payment will be made for costs associated with or incidental to providing on-site MEC support in the event that suspected MEC are found or as directed by Contracting Officer. See Section 01 35 30 MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION SUPPORT. 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.

1.5.9.2 Measurement

MEC support will be measured for payment based upon the duration of performance on a daily basis. A day of MEC support is defined as any calendar day or portion thereof during dredging operations that the UXO Technician is required to work on-site.

1.5.9.3 Unit of Measure

Day.

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 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

SECTION 01 22 00 Page 9 of payment activities do not exceed contract award CLIN funding amounts, or unbalanced CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Environmental reports.

g. Progress photographs.

h. Working/current as-built drawings: progress map and cross sections showing completion of acceptance sections to be paid. Include certified field notes, computations, and other records relating to quantity or as-built surveys.

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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

09/21

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.4 PROJECT MEETINGS

1.5 PROJECT MEETINGS FORMAT

1.6 PRECONSTRUCTION CONFERENCE

1.6.1 Preconstruction Conference Minutes and Phone

1.6.2 Preconstruction Conference Submittals

1.6.2.1 Other Division 01 Submittals

1.6.2.2 Divisions 02 through 48 Submittals

1.6.3 Joint Risk Register

1.6.4 List of Subcontractors

1.7 PARTNERING

1.7.1 Initial Partnering Meeting

1.7.1.1 Contractor Responsibility

1.7.1.2 Tasks and Deliverables

1.7.2 Partnering Regroups

1.7.2.1 Contractor Responsibility

1.7.2.2 Tasks and Deliverables

1.7.3 Cancellation of Partnering Meeting or Regroup

1.8 NOTICE TO PROCEED

1.9 COORDINATION MEETING

1.10 PROGRESS MEETINGS

1.10.1 Progress Meeting Participants

1.11 CONTRACTOR PERFORMANCE EVALUATIONS

1.11.1 Training

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

09/21

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 - CONTRACTOR QUALITY CONTROL.

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Draft Joint Risk Register

List of Subcontractors ; G, RO

SD-07 Certificates

Partnering Meeting(s) Written Synopsis ; G, RO

Signature Authority

Drug-Free Work Place Record

1.3 PROJECT COORDINATION

1.3.1 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 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

-- Preconstruction Conference -- Partnering Meeting -- Partnering Regroup Meetings

SECTION 01 30 00 Page 2

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

Project meetings are described in detail in subparts below.

1.5 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.

1.6 PRECONSTRUCTION CONFERENCE

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

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

1.6.1 Preconstruction Conference Minutes and Phone

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.

1.6.2 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.