B.08.02 Specs Vol. 2, Mayport and Navy Fuel Pier_RTA_20220901Rev.pdf

W912EP22B0008

Jacksonville District

Maintenance Dredging, U.S. Naval Station

Mayport, 50-Foot Project, & Navy Fuel Pier 111

38-Foot Project

Duval County, Florida

Construction Solicitation and Specifications

Volume 2 of 2

See Volume 1 of 2 for issue date

M/D MAYPORT 50-FT & NFP 111 38-FT PROJECTS DUVAL, COUNTY

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE (Alternate)

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

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

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

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

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

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

FOR

US NAVAL STATION MAYPORT

Designation: USACE MAYPORT ARP

PID: BBGZ80

Stamping: N/A

Stability: May hold, commonly subject to ground movement

Setting: Large structures with deep foundations

Description: Station is located on US Naval Station Mayport and is operated by the USACE Jacksonville District

Hydrographic Survey Section. Station is located approximately 50 feet above ground level on a metal tower structure. Tower is adjacent to building 351 & 1388, Training Support Detachment Mayport.

Reference point is located approximately 8 feet south of the northeast corner of the top level of the tower and 15 feet north of the southeast corner of the tower.

00 31 21 CONTROL MONUMENT DESCRIPTION

SECTION 00 31 21 Page 1

DESIGNATION - 872 0218 A

PID - DI9221

STATE/COUNTY- FL/DUVAL

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

STAMPING: 0218 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007

ROD/PIPE-DEPTH: 20.7 meters

STATION RECOVERY BY FL DEPT OF ENV PRO 2007

THE MARK IS IN MAYPORT, IN THE SAINT JOHNS BAR PILOT ASSOCIATION.

TO REACH THE MARK FROM THE SAINT JOHNS RIVER FERRY LANDING AT THE

INTERSECTION OF BROAD STREET AND OCEAN STREET (STATE HIGHWAY A1A) IN

MAYPORT, GO NORTHEAST ON OCEAN STREET (STATE HIGHWAY A1A) FOR 0.15 MI

TO THE ENTRANCE TO THE SAINT JOHNS BAR PILOT ASSOCIATION AND THE MARK

ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF

67.8 FT WITH A NOS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS

RECESSED 0.3 FT BELOW THE LEVEL OF THE NOS LOGO CAP.

LOCATED 462.5 FT NORTH OF THE APPROXIMATE CENTER OF OCEAN STREET

(STATE HIGHWAY A1A), 218.5 FT WEST OF THE CENTER OF THE PILOT

ASSOCIATION DOCK, 218.0 FT SOUTHWEST OF THE PILOT BUILDING, 122.6 FT

WEST OF THE NORTHWEST CORNER OF THE PILOT ASSOCIATION CLUB, 63.0 FT

NORTH-NORTHWEST OF A POWER POLE WITH TWO LIGHTS ON THE TOP AND 1.0 FT

SOUTHWEST OF THE NORTHWEST END OF A 6.0 FT TALL CHAINLINK FENCE LINE.

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

SECTION 00 31 21 Page 2

DESIGNATION - MYPT-SBB-1

PID - N/A

DESIGNATION - MYPT-SBB-2

PID - N/A

MARKS SET IN THE CONCRETE SEAWALL. NO OTHER DESCRIPTIVE TEXT OR IMAGES

AVAILABLE. REFER TO THE SURVEY NOTES AND REPORT ACCOMPANYING SURVEY

NUMBER 22-005 (USNS MAYPORT 1ST QUARTER FY22 EXAMINATION SURVEY.

SECTION 00 31 21 Page 3

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

FOR

NAVY FUEL PIER 111

DESIGNATION - 872 0215 TIDAL 2

PID - BC0274

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: TIDAL STATION DISK SET IN A CONCRETE CULVERT HEADWALL

STAMPING: NO 2 1958

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 24, 2004

STATION DESCRIPTION (2004)

THE MARK IS IN JACKSONVILLE, IN SEC. 55, T1S, R27E, TALLAHASSEE MERIDIAN.

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH MAIN

STREET) AND HECKSCHER DRIVE (STATE ROAD 105) ON THE NORTH SIDE OF

JACKSONVILLE, GO EAST ON HECKSCHER DRIVE FOR 0.6 MI TO THE JUNCTION OF

SOMMERS ROAD ON THE RIGHT, TURN RIGHT ON SOMMERS ROAD AND GO SOUTH AND

EAST FOR 0.6 MI TO THE ENTRANCE TO THE U.S. NAVY FUEL DEPOT, CONTINUE

EAST ON SOMMERS ROAD FOR 0.5 MI TO THE JUNCTION OF FOURTH STREET ON THE

RIGHT, TURN RIGHT ON FOURTH STREET AND GO SOUTH FOR 0.2 MI TO THE MARK ON

THE LEFT, SET FLUSH IN THE TOP OF THE EAST END OF THE NORTH CONCRETE

HEADWALL OF A CULVERT UNDER A-ROAD, ABOUT LEVEL WITH FOURTH STREET.

LOCATED 73.0 FT NORTH OF SURVEY MARK OIL 3, 28.5 FT NORTH-NORTHEAST OF

THE CENTERLINE OF A-ROAD, 23.4 FT EAST OF THE CENTERLINE OF FOURTH STREET

AND 1.0 FT WEST OF A CARSONITE WITNESS POST.

NOTE THIS PROPERTY IS A RESTRICTED AREA AND PERMISSION MUST BE OBTAINED

AT THE ENTRANCE GATE PRIOR TO ACCESS.

SECTION 00 31 21 Page 1

Designation: 872 0242 A

PID: BBBZ31

Stamping: 0242 A 1995

Setting: Stainless steel rod without sleeve (10FT+ or 3.048M+)

Description: Located in Jacksonville, FL (Duval Co.) at the U.S. Army Corps of Engineers District Warehouse Facility at 3077 Talleyrand Ave.

To reach from the intersection of Main St. (U.S. 17) and 21st St., go east on 21st St. 1.7 miles to

Talleyrand Ave. Turn right and then make an immediate left into the USACE District Warehouse Facility.

Proceed east through gate to the east side of the warehouse at the St. Johns River and station location.

Station is located at the northeast corner of boat slip.

SECTION 00 31 21 Page 2

Designation: USACE JHFO ARP

PID: BBGL18

Stamping: N/A

Stability: Monuments of questionable or unknown reliability

Setting: Unspecified setting

Description: Station is in Jacksonville, Florida at the US Army Corps of Engineers District

Warehouse. Station is operated by the USACE Jacksonville District Hydrographic

Survey Section. Station is located approximately 30 feet high at the top of an aluminum latter mounted to the NE corner of the district warehouse, 70' West of the

NW corner of the USACE boat slip and 10' South of the chain link fence running the

North side of the USACE property line.

SECTION 00 31 21 Page 3

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

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

Tables 1 – 2. 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 Mayport, Florida (NOAA Tide Stations

8720218 and 8720220). 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 8720211 (Mayport Naval Sta., St Johns

River, FL). These datums are based on a 12-month analysis from 01 November 2003 – 31 October 2004 from a gauge on the St Johns River, which is roughly 0.25 miles outside of the Mayport Basin. Table 2 provides datums taken from NOAA’s Tide Station 8720214 (Degaussing Structure, FL). These elevations are based on data from a six-month analysis from 01 May 1998 – 31 October 1998 from a location approximately 0.5 miles east of the Mayport Basin.

SECTION 00 33 50 Page 1 https://tidesandcurrents.noaa.gov/map/index.html?region=Florida

Figure 1. NOAA Tide Stations in the Vicinity of U.S. Naval Station Mayport, Duval County, Florida

Table 1. Datums from NOAA Station 8720211 (Mayport Naval Sta., St Johns River, FL)

Location: 30° 24.0' N, 81° 24.8' W

Analysis Period: 01 Nov. 2003 – 31 Oct. 2004

Datum Elevation (ft-MLLW)

Highest Observed (09/27/2004) 7.81

Mean Higher-High Water (MHHW) 5.11

Mean High Water (MHW) 4.82

North American Vertical Datum of 1998 (NAVD) 3.11

Mean Sea Level (MSL) 2.54

Mean Tide Level (MTL) 2.49

Mean Low Water (MLW) 0.15

Mean Lower-Low Water (MLLW) 0.00

Lowest Observed (03/08/2005) -1.87

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2

Table 2. Datums from NOAA Station 8720214 (Degaussing Structure, FL)

Location: 30° 23.8' N, 81° 23.7' W

Analysis Period: 01 May 1998 – 31 October 1998

Datum Elevation (ft-MLLW)

Mean Higher High Water (MHHW) 5.29

Mean High Water (MHW) 4.96

North American Vertical Datum of 1998 (NAVD) 3.18

Mean Sea Level (MSL) 2.56

Mean Tide Level (MTL) 2.56

Mean Low Water (MLW) 0.16

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 63407 is in roughly 15.0 meters of water relative to the Mean Sea

Level (MSL) datum (i.e. 49.2 ft-MSL) at 30° 25.2' N, 81° 15.0' W. This station lies approximately 9.6 miles east of Mayport. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period of 1980 – 2014. 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 on the following website:

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

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

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 3 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/ 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 Mayport Pilot STN, FL (ID USW00003853) is closest to the project area and lies roughly 0.5 miles north of the project site at 30° 24.0' N, 81° 25.002' W. The most applicable period for data at this site is likely 2006-2020 and is found at the following website:

https://www.ncei.noaa.gov/maps/normals/.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 4 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 Safety Requirements

1.2.4 Work Performed by Others

1.2.5 Contractor Access and Use of Premises for Mayport Project

1.2.5.1 Subcontractors and Personnel Contacts

1.2.5.2 Installation Access

1.2.5.2.1 Registration for DBIDS

1.2.5.2.2 DBIDS Eligibility Requirements

1.2.5.2.3 DBIDS Notification Requirements

1.2.5.2.4 Pier Area Access Passes

1.2.5.2.5 Port Security Barrier (PSB) Access

1.2.5.3 No Smoking Policy

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 Maintenance Dredging, U.S. Naval Station Mayport, 50-Foot Project, & Navy Fuel Pier 111 38-Foot Project, Duval, County, Florida

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Project work consists of maintenance dredging in the U.S. Naval Station Mayport approach channels and turning basins as well as maintenance dredging in the Navy Fuel Pier 111 berthing area. The contract is split between a Base and one Option. The contract Base element consists of maintenance dredging portions of Bar Cut-3, the Mayport Entrance Channel, Turning Basin, Destroyer Slip, and Small Boat Basin. Option A consists of maintenance dredging in the Navy Fuel Pier 111 berthing area. For the Base and Option A, excavated material will be transported to and placed in the Jacksonville Ocean Dredged Material Disposal Site (ODMDS). Base material will be placed within release zone "A" and Option A will be placed within release zone "B1". Work also includes turbidity monitoring, endangered species observers (hopper dredges only), sea turtle and sturgeon trawl-sweeping (hopper dredges only), and marine animal observer (mechanical dredges only).

1.2.2 Location

U. S. Naval Station Mayport is located at the mouth of the St. Johns River where it enters the Atlantic Ocean and is accessible from both bodies of water. Land access is available from Florida SR A1A. The work is also located at the Navy Fuel Pier 111 located along the St. Johns River. Both projects are located in Duval County, Florida. The center of the Jacksonville ODMDS release zone "A" lies in the Atlantic Ocean approximately 4.0 nautical miles southeast of the seaward tip of the southern jetty. The center of the Jacksonville ODMDS release zone "B1" lies approximately 3.7 nautical miles southeast of the seaward tip of the southern jetty.

SECTION 01 11 00 Page 2

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.2.5 Contractor Access and Use of Premises for Mayport Project

Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials to the Base shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer.

Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

A partial list of key NS Mayport regulations is provided: Appendix A, SOPA(ADMIN)MYPTINST 3440.3B, Destructive Weather Annex.

1.2.5.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.5.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html. No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation. If the Contractor chooses to not participate, the Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections.

1.2.5.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html. Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the Base Visitor Control Center representative.

SECTION 01 11 00 Page 3

b. Present two forms of valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the Base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html.

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, Base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.2.5.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.2.5.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

1. An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

2. There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.2.5.2.4 Pier Area Access Passes

Access to the wharf will require all Contractor personnel to obtain pier area passes. Contractor must prepare personnel lists with supporting documentation and coordinate with the Contracting Officer for these passes. Typically passes will need to be renewed on approximately a weekly basis.

1.2.5.2.5 Port Security Barrier (PSB) Access

All maritime access to the turning basin and berthing areas will require access through the Port Security Barrier. Access through the PSB shall be directly coordinated with Naval Station Mayport Port Operations.

Contractor will provide Naval Station Mayport Port Operations a minimum of

SECTION 01 11 00 Page 4 one hour notice in advance of a required PSB opening. Emergency/urgent situations necessitating an opening in less than one hour will be authorized on a case by case basis. Contractor shall schedule the work and conduct operations in a manner that minimize opens during hours of darkness, keeps opening time to a minimum, and only necessary to meet mission requirements

1.2.5.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

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.

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, cruise ships, commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

SECTION 01 11 00 Page 5

1.5.5 Obstruction of Channel

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

1.5.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

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

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.

SECTION 01 11 00 Page 6

1.6.3 Survey

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

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

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, 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 7

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 Monitoring (Line Item 0007 and 0015)

1.4.3 Endangered Species Observer (For Hopper Dredges Only) (Line

Item 0008)

1.4.4 Marine Animal Observer (Hopper Dredge Only) (Line Items 0009 and 0016)

1.4.5 Mobilization and Demobilization for Sea Turtle/Sturgeon Trawl

Sweeping (Hopper Dredge Only, Line Item 0010)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0003, 0004, 0005, 0006, and 0014)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sea Turtle/Sturgeon Trawl Sweeping (Hopper Dredge Only, Line

Item 0011)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Standby Time (Line Items 0012 and 0017)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Partnering Regroup (Line Item 0013)

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

SECTION 01 22 00 Page 1

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.1.1 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 Turbidity Monitoring (Line Item 0007 and 0015)

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

1.4.3 Endangered Species Observer (For Hopper Dredges Only) (Line Item 0008)

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

PROTECTION.

SECTION 01 22 00 Page 4

1.4.4 Marine Animal Observer (Hopper Dredge Only) (Line Items 0009 and 0016)

Payment will be made for costs associated with or incidental to marine animal observers required when mechanical dredging. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.4.5 Mobilization and Demobilization for Sea Turtle/Sturgeon 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 Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1. Also, see See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Items 0002, 0003, 0004, 0005, 0006, and 0014)

1.5.1.1 Payment

a. Payment will be made for costs associated with and incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); 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 as used in the CONTINUITY OF WORK paragraph, is defined as ACCEPTANCE SECTION.

c. Hydrographic surveys for final measurement and payment and for channel clearance and acceptance will be made by the Government. All surveys will be performed in accordance with USACE EM 1110-2-1003 . Survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are

SECTION 01 22 00 Page 5 believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected by soundings taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

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

DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Sea Turtle/Sturgeon Trawl Sweeping (Hopper Dredge Only, Line Item 0011)

1.5.2.1 Payment

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

1.5.2.2 Measurement

Sea Turtle and Sturgeon 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.

1.5.2.3 Unit of Measure

Day.

1.5.3 Standby Time (Line Items 0012 and 0017)

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.

SECTION 01 22 00 Page 6

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.

1.5.3.3 Unit of Measure

Hour.

1.5.4 Partnering Regroup (Line Item 0013)

1.5.4.1 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.

1.5.4.2 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 REQUEST ACTIVITY for both ACTIVITY EARNINGS data entry page and OTHER EARNING. Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or unbalanced CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

SECTION 01 22 00 Page 7

f. Environmental reports.

g. Working/current as-built drawings.

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

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.4 PROJECT MEETINGS

1.5 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 LIABILITY INSURANCE POLICY

1.9 NOTICE TO PROCEED

1.10 COORDINATION MEETING

1.11 PROGRESS MEETINGS

1.11.1 Progress Meeting Participants

1.12 CONTRACTOR PERFORMANCE EVALUATIONS

1.12.1 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

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

Certificate Of Insurance

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

SECTION 01 30 00 Page 2

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

Project meetings are described in detail in subparts below.

1.5 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. However, should the Contractor fail to submit required items and receive acceptance and/or approval within the times stated, the Contractor will not be permitted to commence work until these requirements have been satisfied.

Any delays attributable to the Contractor's failure to comply with these

SECTION 01 30 00 Page 3 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.

1.6.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures.