B.02.08 20R0004 Volume2Specs_RTA.pdf

W912EP20R0004

Jacksonville District

Jacksonville Harbor Construction Dredging, 47-Foot Project Contract C Cut-42, Blount Island Turning Basin and Local Sponsor Berthing Areas

Duval County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Jacksonville Harbor Construction Dredging, 47-Foot Project Contract C, Cut-42, Blount Island Turning Basin and LSBAs

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

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

SECTION 00 31 21 Page 1

Designation: USACE BIMT ARP

PID: BBGM25

Stamping: NONE Setting: Unspecified setting

Description: To reach mark, proceed to the Marine Corps Support Facility Blount Island Command on the northeast side of Jacksonville, Duval County, FL. Permission must be granted for entry into base through an controlled entry point. Station is located just before an area called Navy Point and is attached to a group of electrical junction boxes, on the east side of the road. Point is a GPS antenna attached with an aluminum pole attached to a larger pipe which is part of the stand for the junction boxes.

SECTION 00 31 21 Page 2

DESIGNATION - 872 0219 A TIDAL

PID - DI0931

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: 0219 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - October 04, 2002 ROD/PIPE-DEPTH: 16.2 meters

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED FLDEP

HISTORY - 20021004 GOOD FLDEP

STATION DESCRIPTION

THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF

JACKSONVILLE, IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 27 EAST.

TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND STATE HIGHWAY

105 (HECKSCHER DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO WEST ON

STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 0.1 MI TO THE INTERSECTION OF NEW

BERLIN ROAD, TURN LEFT ON NEW BERLIN ROAD AND GO SOUTH FOR 1.0 MI TO THE

JUNCTION OF DAMES POINT ROAD ON THE RIGHT, TURN RIGHT ON DAMES POINT ROAD

AND GO SOUTHERLY FOR 0.65 MI TO THE JUNCTION OF A PAVED ROAD ON THE LEFT

LEADING TO DAMES POINT PARK, TURN LEFT ON THE PAVED ROAD AND GO SOUTHERLY

FOR 0.3 MI TO THE ENTRANCE TO DAMES POINT PARK, PASSING THROUGH THE

ENTRANCE, CONTINUE SOUTHERLY FOR 0.05 MI TO THE DEAD END AND THE MARK IN

THE EXTENDED CENTER OF THE ROAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL

AT A DEPTH OF 53.2 FT WITH AN NOS LOGO CAP FLUSH WITH THE GROUND AND ABOUT

LEVEL WITH DAMES POINT ROAD, THE DATUM POINT IS RECESSED 0.6 FT BELOW THE

LEVEL OF THE NOS LOGO CAP.

LOCATED 142.0 FT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARK

RESTROOM, 100.4 FT WEST OF THE EAST END OF THE GUARDRAIL, 74.0 FT EAST OF

THE WEST END OF THE GUARDRAIL AND 1.0 FT WEST OF THE GUARDRAIL.

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

SECTION 00 31 21 Page 3

SURVEY NO. 20-001 - SURVEYOR’S REPORT

NOTE: THIS REPORT INFORMATION IS FURNISHED HERE TO AUGMENT AND COMPLIMENT THE SURVEY

NOTES AS FOUND ON THE PLAN SHEETS.

HYDROGRAPHIC SURVEY OF JACKSONVILLE HARBOR EXAMINATION SURVEY, FY20 JACKSONVILLE, FL.

REPORT OF SURVEY: THE ORIGINAL SURVEY REPORT IS STORED AT THE DISTRICT OFFICE AND CAN BE OBTAINED BY VISITING THE WEB ADDRESS: HTTPS://WWW.SAJ.USACE.ARMY.MIL/MISSIONS/CIVIL-

WORKS/NAVIGATION/HYDRO-SURVEYS/ AND USING THE CONTACT INFORMATION FOUND THERE.

PROJECT LOCATION: ST. JOHNS RIVER, DUVAL COUNTY, JACKSONVILLE, FLORIDA.

DATE OF SURVEY: DATA WAS ACQUIRED 09-10, 25 OCTOBER; 01, 07, 12, 14-15, 18-19, 21 & 22 NOV; 17

DEC, 2019.

ALL TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL TIME KINEMATIC (RTK) GPS POSITIONING AND REFERENCED TO MLLW USING A HYPACK KINEMATIC TIDAL DATUM MODEL (KTD). THIS FILE IS NAMED:

“CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER 01FEB2011.KTD”. RTK TIDES WERE CHECKED AGAINST

THE APPROPRIATE TIDE STAFF BEFORE AND AFTER EACH DAY’S SURVEY OPERATIONS.

THE KTD FILE WAS CALIBRATED AND VERIFIED USING THE PUBLISHED MLLW HEIGHTS OF THE BENCH

MARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

NOAA TIDAL STATION 872-0218, BAR PILOTS DOCK

NOAA TIDAL STATION 872-0219, DAMES POINT

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

NOAA TIDAL STATION 872-0242, LONG BRANCH

https://www.saj.usace.army.mil/MISSIONS/CIVIL-WORKS/NAVIGATION/HYDRO-SURVEYS/ https://www.saj.usace.army.mil/MISSIONS/CIVIL-WORKS/NAVIGATION/HYDRO-SURVEYS/

SECTION 00 31 21 Page 4

FIELD PROCEDURES: THIS SURVEY WAS PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK)

GPS. SURVEY CONTROL POINTS “CHARLIE TOWER”, “BIMT ARP” AND “JHFO ARP” SERVE AS

THE RTK BASE SITES FOR THIS SURVEY. TIDE STAFFS WERE SET NEAR EACH BASE STATION

LOCATION TO VERIFY RTK TIDES. SEE TABLE BELOW FOR WHICH LOCATION WAS USED FOR A

PARTICULAR REACH OF THE PROJECT:

CUT NAME OR VICINITY TIDE STAFF LOCATION CONTROL POINT

BAR CUT-3, CUT-4, CUT-5, CUT-6,

CUT-7, CUT-8, CUT-9, CUT-10, CUT-

11, CUT-12, CUT-13, AND CUT-

14/15.

MORNINGSTAR MARINA CHARLIE TOWER ARP

872 0218 TIDAL A OPUS PID: BBDC09

PID: DI9221

CUT-16, CUT-17, CUT-18, CUT-19,

AND CUT-39, CUT-40, CUT-41, CUT-

42, CUT-A, CUT-B, ADVANCE

MAINTENANCE, CUT-F, CUT-G,

CUT-42, CUT-42 EXT., CUT-43, CUT-

44, AND CUT-45.

DAMES POINT BRIDGE USACE BIMT ARP

872 0219 A TIDAL OPUS PID: BBGM25

PID: DI0931

CUT-45, CUT-46, CUT-47, AND CUT-

48, CUT-49, CUT-50, CUT-51, CUT-

52, CUT-53, CUT-54, CUT-55, AND

TERMINAL CHANNEL.

NAVY FUEL PIER

872 0215 TIDAL 2

PID: BC0274 USACE JHFO ARP

-- AND / OR -- OPUS PID: BBGL18

USACE DEPOT

872 0242 A

PID: BBBZ31

SECTION 00 31 21 Page 5

THE FOLLOWING VESSELS AND INSTRUMENTS WERE USED FOR DATA COLLECTION:

SB-36

DATA COLLECTION SOFTWARE: HYPACK 2018A

SINGLE BEAM SOUNDER: ROSS MODEL 835C SMART SOUNDER W/DUAL FREQUENCY

28/200KHZ TRANSDUCER

MULTIBEAM SYSTEM: RESON T20P

POSITIONING:

BOAT: APPLANIX POS MV WAVEMASTER

BASE: R-8 GNSS RECEIVERS W/TDL 450HX RADIO MODEM

IMU: APPLANIX WAVEMASTER

SV JACKSONVILLE

SINGLE BEAM SOUNDER: ROSS MODEL 835C SMART SOUNDER W/DUAL FREQUENCY

MULTIBEAM SYSTEM: R2SONIC 2024

BOAT: R2SONIC I2NS

IMU: R2SONIC I2NS

SB-44

SINGLE BEAM SOUNDER: ROSS MODEL 835C SMART SOUNDER W/DUAL FREQUENCY

MULTIBEAM SYSTEM: EDGETECH 6205 DUAL MULTIBEAM/SIDESCAN

BOAT: APPLANIX POS MV WAVEMASTER

IMU: APPLANIX WAVEMASTER

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

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

a) Water Stages. Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations in the Atlantic Ocean, and storm water runoff in the St Johns River. 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 (Bar Pilots Dock for the Dames Point Station and Ferry Depot for the Fulton St.

Johns Station), Florida (NOAA Tide Stations 8720218 & 8720220, respectively). 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 8720219 (Dames Point, FL). These datums are based on two 12-month periods of analysis; between January and December 2014 and between January and December 2016. This gauge is located at the Dames Point Bridge, 0.4 miles west of the project area. Table 2 provides datums taken from NOAA’s Tide Station 8720221 (Fulton St. Johns River, FL). These elevations are based on data from a five month analysis from October 1977 – February 1978 from the Fulton St. Johns River, FL gauge, which is approximately

0.6 mi east of the project area.

Figure 1. NOAA Tide Stations in the Vicinity of Jacksonville Harbor Deepening Project, Duval

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

SECTION 00 33 50 Page 2

Table 1. Datums from NOAA Station 8720219 (Dames Point, FL)

Location: 30° 23.2' N, 81° 33.5' W Analysis Periods: Jan. 2014 – Dec. 2014 & Jan. 2016 – Dec. 2016

Datum Elevation (ft-MLLW) Highest Observed (09/11/2017) 7.31 Mean Higher-High Water (MHHW) 3.63 Mean High Water (MHW) 3.47 North American Vertical Datum of 1998 (NAVD) 2.21 Mean Sea Level (MSL) 1.85 Mean Tide Level (MTL) 1.79 Mean Low Water (MLW) 0.11 Mean Lower-Low Water (MLLW) 0.00 Lowest Observed (01/08/2002) -1.59

Table 2. Datums from NOAA Station 8720221 (Fulton, St. Johns River, FL)

Location: 30° 23.4' N, 81° 30.4' W Analysis Period: Oct. 1977 – Feb. 1978

Datum Elevation (ft-MLLW) Highest Observed (N/A) N/A Mean Higher High Water (MHHW) 3.91 Mean High Water (MHW) 3.71 North American Vertical Datum of 1998 (NAVD) 2.36 Mean Sea Level (MSL) 1.93 Mean Tide Level (MTL) 1.90 Mean Low Water (MLW) 0.10 Mean Lower Low Water (MLLW) 0.00 Lowest Observed (N/A) N/A

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.

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

SECTION 00 33 50 Page 3

1. 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.

2. 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 located in roughly 15 meters (m) of water relative to the Mean Sea Level (MSL) datum (i.e. 49.2 feet [ft] MSL) at 30° 25.2' N, 81° 15.0' W. This station lies approximately 8.7 mi east of the mouth of the St. Johns River. 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: http://wis.usace.army.mil/.

3. 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. The website address for data relevant to Duval County projects is http://www.ndbc.noaa.gov/maps/Florida.shtml.

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.

1. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (http://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 30-year climate normals.

NOAA’s Climate Data Online website also includes 1981 – 2010 Monthly Normals at the following website: http://www.ncdc.noaa.gov/cdo-web/datatools/normals. This product provides monthly average values for temperature, precipitation, and other information. NOAA’s Jacksonville Craig Municipal Airport gauge (ID USW00053860) lies roughly 3.7 mi south of the project area at 30° 20.2' N, 81° 30.9' W, where monthly normal rainfall data are provided over the period of record from January 2010 to December 2010.

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/cdo-web/datatools/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

1.3 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

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- 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 Jacksonville Harbor Deepening, 47-Foot Project, Contract C, Cut-42 and Turning Basin

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The authorized project provides for the deepening and strategic widening of the Federal navigation channel from the entrance of Bar Cut-3 through station 28+18.43 of Cut-45 to a project depth of 47 feet plus applicable overdepths and Advance Maintenance. The completion of the work will take place under multiple contracts. Contract C will dredge the Federal project from Station 33+80 Cut-42 to Station 136+00 Cut-42 and non-Federal berthing areas along Cut-42. Cut-42 will be dredged to a required depth of 48 feet plus 1 foot allowable overdepth. In addition, designated Advance Maintenance Areas incorporate an additional 2 feet of required dredging where applicable. All dredged material will be placed in the approved Ocean Dredged Material Disposal Site (ODMDS) which is located an average of approximately 16.7 nautical miles from the dredging location.

Material to be dredged consists of unconsolidated materials and rock. The unconsolidated sediments are comprised of sand and silty sand with varying amounts of sand to gravel- sized shell, and soft to hard silt and clay.

The rock is composed of siltstone, sandstone, and limestone varying from poorly indurated and weathered to hard. Blasting is prohibited under this contract. Work is divided into a base and two options as indicated in Section 00010A LINE ITEMS AND PRICING SCHEDULE.

1.2.2 Location

The project site is located in Duval County on the northeast coast of Florida in the St. Johns River. The disposal location, Jacksonville ODMDS, is located in the Atlantic Ocean.

1.2.3 Safety Requirements

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

SECTION 01 11 00 Page 2

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, 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.

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. The Contractor will be required to 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, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks

SECTION 01 11 00 Page 3 placed by him 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. All projects constructed and maintained to a tidal datum shall be calibrated 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, the Contractor shall complete the layout of the work and shall be responsible for 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

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to 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 his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his 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

SECTION 01 11 00 Page 4 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 shall 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, the Contractor will 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, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Items 0003, 0009 and 0013)

1.4.3 Endangered Species Observer (Hopper Dredge Only, Line Items

0004, 0010 and 0014)

1.4.4 Dedicated Manatee and Sea Turtle Observer (Mechanical Dredging

Only, Line Items 0005, 0011 and 0015)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0008 and 0012)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Standby Time (Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Partnering Regroup (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Engineering and Design, Hydrographic Surveying

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Resident Management System (RMS) payment data base.

1.2.2 Instructions

See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site 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:

SECTION 01 22 00 Page 2

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of job items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base.

SD-07 Certificates

Request for Progress Payment ; G, RO

Submit monthly in accordance with subparagraph "Requesting Progress Payment" below.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job 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, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for 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 a list of pay activities, (Schedule of Values) to breakdown bid for each job CLIN. The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). 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, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with or incidental to mobilization and demobilization 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 Items 0003, 0009 and 0013)

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

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1.4.3 Endangered Species Observer (Hopper Dredge Only, Line Items 0004, 0010 and 0014)

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

01 57 20 ENVIRONMENTAL PROTECTION.

1.4.4 Dedicated Manatee and Sea Turtle Observer (Mechanical Dredging Only, Line Items 0005, 0011 and 0015)

Payment will be made for costs associated with or incidental to dedicated manatee and sea turtle observers required when mechanical dredging, including clamshell dredging. 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 shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Items 0002, 0008 and 0012)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; debris removal; installation, operation or maintenance of the electronic tracking system for surveillance of all dredging and disposal activities. See Section 35 20 23 DREDGING.

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 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, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing

SECTION 01 22 00 Page 4 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 shall 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. The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer's Representative of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity shall 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 Standby Time (Line Item 0006)

1.5.2.1 Payment

Standby time is defined as when the dredge plant is not in operation at the direction of the Contracting Officer. Standby time will be utilized only due to the presence of endangered species in the immediate area of the dredging operations, differing site conditions, security operations or other conditions as determined by the Contracting Officer. Standby time is not afforded for delays caused by adverse weather conditions. Payment will only be made for actual standby time required by the Contracting Officer. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.2 Measurement

Standby Time, if required and implemented as described in payment above, will be measured and paid for each hour or part thereof in 1/6 hour increments that the plant is not in operation by request of the Contracting Officer.

1.5.2.3 Unit of Measure

Hour.

1.5.3 Partnering Regroup (Line Item 0007)

1.5.3.1 Payment

Payment will be made for costs associated with or 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.

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1.5.3.2 Measurement

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

1.5.3.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment. 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. Survey report and supporting data.

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.

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SECTION 01 22 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Coordination with Other Contracts

1.3.2.1 Adjacent Contractor

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.1.1 Contractor Responsibility

1.6.1.2 Tasks and Deliverables

1.6.2 Partnering Regroups

1.6.2.1 Contractor Responsibility

1.6.2.2 Tasks and Deliverables

1.6.3 Cancellation of Partnering Meeting or Regroup

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

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SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. Contractor shall use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget. Related Sections are 01 32 01 PROJECT SCHEDULE, and 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR

QUALITY CONTROL.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Draft Joint Risk Register

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

List of Subcontractors

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

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

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

SD-07 Certificates

Partnering Meeting(s) Written Synopsis ; G, RO

SECTION 01 30 00 Page 2

Upon completion of the partnering meetings the facilitator shall provide the Government a written synopsis of the meeting.

Signature Authority

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

Drug-Free Work Place Record

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

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

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

MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).

1.3.2 Coordination with Other Contracts

1.3.2.1 Adjacent Contractor

Active dredging near the project site may impact Contractor work.

Separate contracts are underway for Jacksonville Harbor Deepening from Bar Cut-3 Station 187+00 to Station 210+00, from Bar Cut-3 Station 210+00 to Cut-7 Station 10+00 and Advance Maintenance Area 1 (one contract), and from Cut-7 to Cut-42 (second contract), in which each contractor is using the same ODMDS that will be used under this contract. Coordinate activities to avoid impact to the adjacent Contractors and prevent problems from the adjacent contracts.

1.4 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

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

Project meetings are described in detail in subparts below.

1.5 PRECONSTRUCTION CONFERENCE

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

SECTION 01 30 00 Page 3 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

1.5.1 Preconstruction Conference Minutes

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

1.5.2 Preconstruction Conference Submittals

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

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

1.5.2.1 Other Division 01 Submittals

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

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

DIVING

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

SAFETY REQUIREMENTS

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

PLACEMENT - CONTRACTOR QUALITY CONTROL

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

CONSTRUCTION FACILITIES

-- Environmental Protection Plan - See Section 01 57 20

ENVIRONMENTAL PROTECTION

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1.5.2.2 Divisions 02 through 48 Submittals

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

1.6 PARTNERING

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

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

Provide a facilitator from an approved list of vendors located on the web site https://www.saj.usace.army.mil/About/Divisions-Offices/Construction/ or propose a vendor as indicated below.

1.6.1 Initial Partnering Meeting

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

Administrative Contracting Officer (Area Engineer/Resident Engineer) Construction Quality Assurance Representatives Jacksonville District - Construction Branch persons Jacksonville District - Engineering Division Designers Local Sponsor (Owner) - Jacksonville Port Authority

Goal of initial Partnering Meeting is to build trust, identify common goals, develop an initial Joint Risk Plan and Register, and understand individual project members' expectations and organizational values. Usual results include better communication between contract parties, shortened project learning curve and a cohesive two party contract partnership.

Participants usually sign a voluntary partnering agreement generally describing mutual obligation to cooperate to achieve project goals and maintain effective communication. Initial Partnering Meeting is mandatory. The expected duration for the initial partnering session is one day (at least eight hours).

1.6.1.1 Contractor Responsibility

Provide a facilitator for all partnering meetings from an approved list of vendors on the web site indicated above. Contractor can propose a vendor not included on the approved vendor list for the Contracting Officer approval. Contractor shall pay for all associated facilitator costs including travel. Contractor shall provide a meeting venue adequate to comfortably accommodate a minimum of 40 attendees. Contractor shall provide all office supplies (i.e., easels, projectors, markers, etc.)

necessary to facilitate the meeting. The Contractor will be responsible

SECTION 01 30 00 Page 5 for all costs associated with and incidental to the partnering meeting.

1.6.1.2 Tasks and Deliverables

The facilitator shall provide a written agenda and appropriate work products for the Initial Partnering Meeting. Upon completion of the meeting, a written synopsis of the meeting shall be provided to the Contractor and Government. At a minimum the written synopsis shall include the Partnering Charter, goals, attendance register, lines of communication, working lists, items of discussion, action items, risk register, and any other information addressed in the meeting as requested by the Government in agreement with partnering team. All deliverables shall be provided in editable Microsoft Office Suite (i.e., Word, Excel) and PDF formats, and shall be provided to the Government for review within 10 work days after completion of the meeting.

1.6.2 Partnering Regroups

After initial Partnering Meeting, participation will be voluntary in accordance with a signed Partnering Agreement. Partnering Agreements include provisions for Contracting Officer and Contractor to request Partnering Regroups when needed. A Partnering Regroup is usually a partnering session of one day (at least four hours) where senior level Contractor and Contracting Officer project members and other interested parties review project issues of concern to include an update to the Joint Risk…