Volume_II_19B0004_IWW_Broward_R1_14_Dec_2018.pdf

W912EP19B0004

Jacksonville District

INTRACOASTAL WATERWAY JACKSONVILLE

TO MIAMI, FLORIDA MAINTENANCE

DREDGING, 10-FOOT PROJECT, VICINITY OF

GULF STREAM AND VICINITY OF HILLSBORO

INLET

PALM BEACH AND BROWARD COUNTIES,

FLORIDA

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 for Date

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI, FLORIDA, MAINTENANCE DREDGING

PALM BEACH AND BROWARD COUNTIES, FLORIDA

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21.10 CONTROL MONUMENT DESCRIPTIONS - BROWARD COUNTY

00 31 21.20 CONTROL MONUMENT DESCRIPTIONS - PALM BEACH COUNTY

00 31 32 GEOTECHNICAL DATA REPORT (SEE SEPARATE FILE)

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

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

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

W912EP19B0004 RTA

SECTION 00 31 32.10

CONTROL MONUMENT DESCRIPTIONS – BROWARD COUNTY

Designation: HILLSBORO 101

PID: BBFG61

Stamping: HILLSBORO 101 2016 JAX DIST Stability: May hold, commonly subject to ground movement Setting: Object surrounded by mass of concrete

Description: Mark is located in Pompano Beach, Florida adjacent to Hillsboro Inlet. From the intersection of SR-A1A/Ocean Blvd and NE 14 St, travel north on SR-A1A/Ocean Blvd approximately 0.9 miles to Riverside Drive on left before bridge passing over Hillsboro Inlet. Take left, then right and follow to Fishing Center on left. Mark is 7.6' south of the north edge of a wooden dock, 12.6' east of a chain link fence, and 6.5' SE of an electrical boat shore power riser. Mark is a brass disk set in concrete.

Designation: 872 2859 3

PID: AD5848

Stamping: NO 3 1973

Stability: Monuments of questionable or unknown reliability

Setting: Pavement (street sidewalk curb etc.)

Mark Condition: G

Description:

The benchmark is a disk set flush in the concrete curb near a drain,220.0' south of the south end of State Highway A1A bridge over Hillsboro Inlet and bench mark NO 4 1973, and 18.0' west of the centerline of the A1A highway.

MARKER: TIDAL STATION DISK

SETTING: SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.

SP_SET: CURBING

STAMPING: NO 3 1973

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 05, 2011

HISTORY - Date Condition Report By

HISTORY - 1973 MONUMENTED NOS

HISTORY - 1981 GOOD FLDNR

HISTORY - 20110205 GOOD GEOCAC

STATION DESCRIPTION - - DESCRIBED BY FL DEPT OF NAT RES 1981

IN POMPANO BEACH.

AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.

THE MARK IS SET IN THE CONCRETE CURBING NEAR A DRAIN AND BEARS 222

FEET SOUTH OF THE SOUTH END OF THE BRIDGE, 18 FEET WEST OF A1A

CENTERLINE, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.

THE MARK IS ABOVE LEVEL WITH CURBING.

STATION RECOVERY (2011) - - RECOVERY NOTE BY GEOCACHING 2011 (RLM)

RECOVERED IN GOOD CONDITION.

DESIGNATION - 872 2859 3 (continued)

DESIGNATION - 872 2859 5

PID - AD5847

TIDAL BM - This is a Tidal Bench Mark.

MARKER: TIDAL STATION DISK

SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE

SP_SET: BRIDGE ABUTMENT

STAMPING: NO 5 1973

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

OBSERVATIONS - February 05, 2011

HISTORY - Date Condition Report By

HISTORY - 1973 MONUMENTED NOS

HISTORY - 1981 GOOD FLDNR

HISTORY - 20110205 GOOD GEOCAC

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1981

IN POMPANO BEACH.

AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.

THE MARK IS SET IN THE CONCRETE BRIDGE ABUTMENT UNDER THE SOUTH END OF

THE BRIDGE AND BEARS 34.5 FEET SOUTH OF THE CONCRETE SEAWALL, 15 FEET

SOUTH OF THE CENTER OF A PAVED ROAD UNDER THE BRIDGE, AND RECOVERED AS

DESCRIBED IN NOS TIDAL DATA, QUAD 260802.

THE MARK IS ABOVE LEVEL WITH ABUTMENT.

STATION RECOVERY (2011)

RECOVERY NOTE BY GEOCACHING 2011 (RLM)

SECTION 00 31 21.20

CONTROL MONUMENT DESCRIPTIONS – PALM BEACH COUNTY

Designation: P 315

PID: AD2703

Designation: P 315 Stamping: P 315 1970

Stability: May hold commonly subject to ground movement Setting: Set in top of concrete monument

Mark Condition: G Description:

The benchmark is a disk set 161.4 ft. north of the centerline of NE.8th Street (George Bush Blvd.), 160.8 ft. south of the centerline of Pelican Lane, 21.0 ft. west of and level with the highway centerline, 1.6 ft. NE. of a witness post, 1.0 ft. east of utility pole Number 68105688901. The concrete post and disk now project about 2" above the ground surface.

TIDAL BM - This is a Tidal Bench Mark.

MARKER: BENCH MARK DISK

MARK LOGO: CGS

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 07, 2005

HISTORY - Date Condition Report By

HISTORY - 1970 MONUMENTED NGS

HISTORY - 1980 GOOD FLDNR

HISTORY - 20080302 GOOD GEOCAC

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1970

AT DELRAY BEACH, 0.85 MILE NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION

OF STATE HIGHWAY S 806 LEADING WEST, 156 FEET NORTH OF THE APPROXIMATE CENTER

OF THE JUNCTION OF STATE HIGHWAY A 1 A AND STATE HIGHWAY S 806 A LEADING

WEST, 21 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY A 1 A, 1 FOOT EAST OF

A CONCRETE POWER LINE POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT

LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1

INCH ABOVE THE LEVEL OF THE GROUND.

STATION RECOVERY BY NATIONAL GEODETIC SURVEY 1991

0.9 MI NORTHERLY ALONG STATE HIGHWAY A1A (NORTH OCEAN BOULEVARD) FROM THE

INTERSECTION OF STATE HIGHWAY 806 (EAST ATLANTIC BOULEVARD) IN DELRAY BEACH,

161.4 FT NORTH OF THE CENTERLINE OF NORTHEAST 8TH STREET (GEORGE BUSH

BOULEVARD), 160.8 FT SOUTH OF THE CENTERLINE OF PELICAN LANE, 21.0 FT WEST OF

AND LEVEL WITH THE HIGHWAY CENTERLINE, 1.6 FT NORTHEAST OF A WITNESS POST,

1.0 FT EAST OF UTILITY POLE NUMBER 68105688901, AND THE MONUMENT IS FLUSH

WITH THE GROUND SURFACE.

STATION RECOVERY NOTE BY GEOCACHING 2008 (RLM)

DESIGNATION - P 315 (continued)

DESIGNATION - P 315 (continued)

DESIGNATION - 116 IWP RM 1 FLHD

PID - AD2693

TIDAL BM - This is a Tidal Bench Mark.

MARKER: SURVEY DISK

SETTING: SET IN A MASSIVE STRUCTURE

SP_SET: BRIDGE

STAMPING: RM 1 IW P 116

MARK LOGO: FLHD

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 02, 2008

HISTORY - Date Condition Report By

HISTORY - UNK MONUMENTED FLHD

HISTORY - 1970 GOOD NGS

HISTORY - 20080302 GOOD GEOCAC

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1970

AT DELRAY BEACH, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY S 806 A FROM

THE JUNCTION OF U.S. HIGHWAY 1, 0.4 MILE WEST OF THE JUNCTION OF STATE

HIGHWAY A 1 A, SET ON THE TOP AND AT THE WEST END OF THE WING WALL

(SOUTHWEST) OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY, 18.7 FEET

SOUTH OF THE CENTER LINE OF STATE HIGHWAY S 806 A AND 1 FOOT ABOVE THE

LEVEL OF THE HIGHWAY.

STATION RECOVERY (2008)

RECOVERY NOTE BY GEOCACHING 2008 (RLM)

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

PART 1 GENERAL

1.1 Water Stages

1.2 Wind and Wave Data

1.3 Weather Conditions

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

DOCUMENT 00 33 50 Page 1

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

PART 1 GENERAL

1.1 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 also subject to storm surges from hurricanes and tropical storms from June through November. Surges from extratropical storms may affect the area during any time of the year.

Elevations of tidal datums in the vicinity of the project area are provided in the following tables. All datum elevations in these tables are referred to mean lower low water (MLLW). This project includes dredging of the IWW channel in two segments. In Broward County the IWW will be dredged adjacent to the Hillsboro Inlet. In Palm Beach County the IWW will be dredged adjacent to the MSA-641A disposal area. Material from both areas will be placed in MSA-641A. The datums in Table 1 are taken from tide station 8722861 (Hillsboro Inlet, Inside, FL) and are based on a control station in Miami Beach, FL. These values should be applied for maintenance dredging in the Broward County portion of this project. The datums in Table 2 are based on tide station 8722746 (Delray Beach, FL) and are based on a control station in Miami Beach, FL. These values should be applied for maintenance dredging in the Palm Beach County portion of this project. The tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS) and are applicable within the project vicinity. Additional information on these and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida.

Table 1: Tidal Datum Information for Station 8722861 (Hillsboro Inlet, Inside, FL)

Highest Observed Water Level (10/15/1970) = 3.84 Feet Mean Higher High Water (MHHW) = 2.79 Feet Mean High Water (MHW) = 2.65 Feet NAVD88 = 2.35 Feet Mean Tide Level (MTL) = 1.41 Feet Mean Sea Level (MSL) = 1.40 Feet Mean Low Water (MLW) = 0.16 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (04/26/1971) = -1.12 Feet

Table 2: Tidal Datum Information for Station 8722746 (Delray Beach, FL)

Mean Higher High Water (MHHW) = 2.77 Feet Mean High Water (MHW) = 2.62 Feet NAVD88 = 2.30 Feet Mean Tide Level (MTL) = 1.38 Feet Mean Sea Level (MSL) = 1.32 Feet Mean Low Water (MLW) = 0.13 Feet Mean Lower Low Water (MLLW) = 0.00 Feet

DOCUMENT 00 33 50 Page 2

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean and spring tide ranges and mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website: http://tidesandcurrents.noaa.gov/.

1.2 Wind and Wave Data

The following publications include wind and wave information in the vicinity of the project area. These publications are available for review at the following websites, or they may be ordered directly from the agencies indicated.

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry, VA to Key West, FL. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website: http://nauticalcharts.noaa.gov/.

2. U. S. Army Corps of Engineers' Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. WIS Station 63464 is locate between the two areas to be dredged, approximately 10 miles west of the Broward/Palm Beach County border. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014, at a station located in 255 meters (836.6 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website: http://wis.usace.army.mil/.

3. National Data Buoy Center (NDBC) Website. This Internet 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 includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is:

http://www.ndbc.noaa.gov/maps/Florida.shtml.

1.3 Weather Conditions

The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year. The climate of the area is subtropical, and temperatures below freezing occur rarely. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months

DOCUMENT 00 33 50 Page 3 constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into central Florida. Dangerous thunderstorms can occur in this area at any time of the year.

It shall be 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 observations and data relevant to this region. Available data includes 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.

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The Pompano Beach Airpark, Florida Station is the closest NOAA rain gage in proximity to the project location. A summary of monthly normals is provided over the period of record from 1981 through 2010. This station is located at latitude 26.2500° N, longitude -80.1083° W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

DOCUMENT 00 33 50 Page 4

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 Dredge Plant Capability

1.2.5 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.6 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

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Project work consists of maintenance dredging the Intracoastal Waterway (IWW) channel in two locations, approximately 16 miles apart. The first, in Palm Beach County, is located adjacent to DMMA MSA-641A. Dredging at this location will be to a required depth of 9 feet plus 1 foot of allowable overdepth. The second, in Broward County, lies at the confluence of the IWW and the Hillsboro Inlet channel. Dredging at this location will be to a required depth of 10 feet plus 2 feet of allowable overdepth. All material excavated from these areas shall be placed in MSA-641A.

Incidental work includes endangered species monitoring and turbidity monitoring.

1.2.2 Location

Palm Beach and Broward Counties, Florida.

1.2.3 Safety Requirements

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

1.2.4 Dredge Plant Capability

The Contractor shall utilize a dredge plant that is capable of excavating and removing sediments for the full range of blow counts provided in Section 00 31 32 GEOTECHNICAL DATA REPORT.

1.2.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, SECTION 01 11 00 Page 2

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

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 Physical Conditions

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

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

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

1.5.4 Maritime Traffic

Channel traffic in the project area consists of 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 placed by him under the contract in navigable waters or on shore.

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.

SECTION 01 11 00 Page 3

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 21.10 CONTROL MONUMENT DESCRIPTIONS - BROWARD COUNTY and Section 00 31 21.20 CONTROL MONUMENT DESCRIPTIONS - PALM BEACH COUNTY.

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 stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks 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 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

SECTION 01 11 00 Page 4

Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum 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 lump sum 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 Item 0004)

1.4.3 Environmental Species Observers (Line Items 0005 and 0006)

1.4.4 Seagrass Monitoring (Line Item 0007)

1.4.5 Liability Insurance, $5,000,000 Coverage (Line Item 0008)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002 and 0003)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Partnering Regroup (Line Item 0009)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 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) 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 days

SECTION 01 22 00 Page 2 after Notice to Proceed unless otherwise indicated in the submittal:

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.

Liability Insurance Policy; G, DO

Prior to the preconstruction conference, submit a copy of the liability insurance policy indicated in Line Item "Liability Insurance". Payment under this line item will not be made prior to submission. The Contractor will be reimbursed for liability insurance premium for this contract only.

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, 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 Item 0004)

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

SECTION 01 22 00 Page 3

1.4.3 Environmental Species Observers (Line Items 0005 and 0006)

Payment will be made for costs associated with or incidental to protected species monitoring as required in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.4 Seagrass Monitoring (Line Item 0007)

Payment will be made for costs associated with or incidental to seagrass monitoring.

1.4.5 Liability Insurance, $5,000,000 Coverage (Line Item 0008)

Payment will be made for the cost associated with the ten million dollar ($5,000,000) property damage liability insurance policy. This policy shall meet all the requirements of FAR 52.228-5 in Section 00700 CONTRACT CLAUSES and paragraph 999.228-4000 in Section 00800 SPECIAL CONTRACT REQUIREMENTS.

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 and 0003)

Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of shoal material, preparation and maintenance of the disposal site, and providing and maintaining access to the work sites and disposal area.

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and placement of materials; providing and maintaining access to the work site(s) and placement 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, 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.

SECTION 01 22 00 Page 4

1.5.1.2 Measurement

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

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

b. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place. The volume computed 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 Partnering Regroup (Line Item 0009)

1.5.2.1 Payment

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

1.5.2.2 Measurement

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

1.5.2.3 Unit of Measure

Each.

SECTION 01 22 00 Page 5

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 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. QA/QC deficiency tracking list.

e. Material progress surveys.

f. Environmental reports.

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

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 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

1.3.3 Access by Others

1.3.4 Inspections by Others

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

-- 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. 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.

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 initial project 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.

Initial Partnering Meeting

SD-07 Certificates

Signature Authority

Furnish a power of attorney or a notarized letter of authority

SECTION 01 30 00 Page 2 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

1.3.3 Access by Others

Maintain access to power poles and other items owned or operated by utility companies. Coordinate with utility companies as required for line marking, hookups, and relocations as needed to perform work. Incoming electrical utilities become the responsibility of Contractor at transformers.

Coordinate emergency incident response with local law enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.3.4 Inspections by Others

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

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

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)

SECTION 01 30 00 Page 3 acknowledgment. (Refer to subparagraph "Preconstruction Conference Submittals" below.) Contracting Officer will notify Contractor of time, place, and agenda. Contractor shall 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

1.5.1 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:

-- Project 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

SECTION 01 30 00 Page 4

-- Environmental Protection Plan - See Section 01 57 20

ENVIRONMENTAL PROTECTION

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

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 (Resident Engineer/Area Engineer) Construction Quality Assurance Representatives Jacksonville District - Construction Branch persons Jacksonville District - Engineering Division Designers Local Sponsor (Owner) - Florida Inland Navigation District (FIND)

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 provided by the Contracting Officer. 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 for all costs associated with and incidental to the partnering meeting.

SECTION 01 30 00 Page 5

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 Register. Issues of conflict are reviewed, attempt to affirm common project goals and understand concerns of other partners.

1.6.2.1 Contractor Responsibility

Provide a facilitator for all partnering meetings from an approved list of vendors provided by the Contracting Officer. 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 25 attendees. Contractor shall provide all office supplies (i.e., easels, projectors, markers, etc.)

necessary to facilitate the…