B.08 21B0006_Alafia_O&M_RTA_Vol2_21_06_02.pdf

W912EP21B0006

Jacksonville District

Tampa Harbor Maintenance Dredging

32-Foot Project, Alafia River Channel and

Turning Basin

Hillsborough County Florida

Construction Solicitation and Specifications

Volume 2 of 2

See Volume 1 of 2 for issue date

Tampa Harbor Maintenance Dredging, 32-Foot Project Alafia River Channel and Turning Basin, Hillsborough County, FL

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 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

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 41 00 DIKE CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

DESIGNATION - Q 261

PID - AG6024

TIDAL BM - This is a Tidal Bench Mark.

MARKER: BENCH MARK DISK

SETTING: SET IN A RETAINING WALL

STAMPING: Q 261 1966

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 05, 2018

STATION DESCRIPTION

DESCRIBED BY COAST AND GEODETIC SURVEY 1966

IN TAMPA, ON DAVIS ISLAND AT THE PETER O. KNIGHT AIRPORT, ABOUT 0.1 MILE

EAST OF THE ADMINISTRATION BUILDING, NEAR THE SOUTH END OF NORTH-SOUTH

RUNWAY, 60 YARDS WEST OF THE EXTENDED CENTER LINE OF THE RUNWAY, 66 FEET

SOUTHEAST OF THE CENTER OF THE JUNCTION OF A BLACK TOPPED ROAD AND A

DRIVE LEADING TO THE HANGARS, 51 FEET SOUTHWEST OF A FENCE CORNER, ABOUT

LEVEL WITH THE BLACK TOPPED ROAD AND SET IN THE TOP OF A CONCRETE SEA

WALL WHICH IS NOT IN USE AND HAS BEEN FILLED IN ON BOTH SIDES.

STATION RECOVERY (2003)

RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)

FOUND IN GOOD CONDITION. ADMINISTRATION BUILDING IN 1966 DESCRIPTION NO

LONGER EXISTS. A NEW CONCRETE BLOCK MAINTENANCE BUILDING WAS BUILT ON THE

SAME SITE. MARK IS LOCATED IN AN ABANDONED SEA WALL LOCATED 18 FEET WEST

OF AN ORANGE WITNESS POST AND A NORTH/SOUTH CHAIN LINK FENCE. THE BLACK-

TOPPED ROAD IS SEVERN DRIVE. REMAINDER OF 1966 DESCRIPTION IS CORRECT.

STATION RECOVERY (2018)

RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (AK)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - 872 6657 B

PID - AG7511

TIDAL BM - This is a Tidal Bench Mark.

MARKER: TIDAL STATION DISK SET IN A CONCRETE PAD

STAMPING: 6657 B 1976

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SATELLITE

OBSERVATIONS - August 26, 2008

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1982

IN TAMPA, THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS

ISLAND YACHT CLUB. THE MARK BEARS 27 FEET WEST OF A TELEPHONE BOOTH, 95

FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CLUBHOUSE, 158 FEET EAST OF

THE NORTHWEST CORNER OF THE SEAWALL AND IS SET IN THE TOP OF THE CONCRETE

BASE FOR A FORMER BOAT HOIST.

STATION RECOVERY (2003)

RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)

RECOVERED IN GOOD CONDITION.

STATION RECOVERY (2008)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)

RECOVERED AS DESCRIBED.

SECTION 00 31 21 Page 2

DESIGNATION - 872 6657 C

PID - AG7510

TIDAL BM - This is a Tidal Bench Mark.

MARKER: TIDAL STATION DISK SET IN A RETAINING WALL

STAMPING: 6657 C 1976

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SATELLITE

OBSERVATIONS - August 26, 2008

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1982

IN TAMPA, THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS

ISLAND YACHT CLUB. THE MARK BEARS 158 FEET NORTHEAST OF THE NORTHEAST

CORNER OF THE CLUBHOUSE AND 36 FEET SOUTHWEST OF A DOUBLE-WING BOAT

DAVIT.

STATION RECOVERY (2003)

RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)

RECOVERED IN GOOD CONDITION.

STATION RECOVERY (2008)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)

RECOVERED AS DESCRIBED.

SECTION 00 31 21 Page 3

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

a) Water Stages. Water levels in the project area are mainly affected by wind and tidal fluctuations of the Gulf of Mexico and Tampa Bay which are mixed (diurnal and semi-diurnal).

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 were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and Table 1 – 2. 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 8726384 (Port Manatee, FL). These datums are based on a 16-year analysis from December 1999 – November 2008 and January 2012

– December 2019 from a gauge located just north of the NW corner of the Port Manatee turning basin along the bulkhead fronting the bay, near Berth 4. Table 2 provides datums taken from NOAA’s Tide Station 8726674 (East Bay, FL). These elevations are based on data from a 2-month analysis from October 2019 – December 2019 from the gauge located on the Tampa Port Authority Berth 150. These data are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 – 2001 and are based on a control tide station located at the foot of the Municipal Pier in St. Petersburg.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

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

Figure 1. NOAA Tide Stations in the Vicinity of Hillsborough County, Florida

Table 1. Datums from NOAA Station 8726384 (Port Manatee, FL)

Location: 27° 38.3' N, 82° 33.8' W Analysis Period: Dec. 1999 – Nov. 2008 & Jan. 2012 – Dec. 2019

Datum Elevation (ft-MLLW) Highest Observed (09/02/2016) 4.52 Mean Higher-High Water (MHHW) 2.17 Mean High Water (MHW) 1.91 North American Vertical Datum of 1988 (NAVD) 1.59 Mean Sea Level (MSL) 1.16 Mean Tide Level (MTL) 1.14 Mean Low Water (MLW) 0.36 Mean Lower-Low Water (MLLW) 0.00 Lowest Observed (01/03/2008) -2.03

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2

Table 2. Datums from NOAA Station 8726674 (East Bay, FL)

Location: 27° 55.4' N, 82° 25.3' W Analysis Period: Oct. 2019 – Dec. 2019

Datum Elevation (ft-MLLW)

Mean Higher High Water (MHHW) 2.68 Mean High Water (MHW) 2.34

North American Vertical Datum of 1998 (NAVD) 1.82

Mean Sea Level (MSL) 1.46 Mean Tide Level (MTL) 1.43 Mean Low Water (MLW) 0.53 Mean Lower Low Water (MLLW) 0.00 Highest Observed N/A Lowest Observed 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.

1. U.S. Coast Pilot Volume 5, Atlantic Coast: Gulf of Mexico, Puerto Rico and Virgin Islands, 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 73270 is located in 10 meters (33 feet) of water at 27° 36' N, 82° 54' W. This station lies approximately 10 miles west of the Tampa Bay entrance. 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

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 3 https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html 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 Florida projects is https://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.

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

NOAA’s Climate Data Online website also includes 1981 – 2010 Monthly Normals at the following website: https://www.ncdc.noaa.gov/cdo-web/datatools/normals. This product provides monthly average values for temperature, precipitation, and other information. The Tampa Intl AP, Florida, NOAA gauge (ID USW00012842) in proximity to the project location at 27° 57' 43'' N, 82° 32' 25'' W, where monthly normal rainfall data are provided over the period of record from January 2010 to December 2010.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 4 https://www.ndbc.noaa.gov/maps/Florida.shtml https://www.ncdc.noaa.gov/cdo-web/ https://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

03/20

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

1.8 EXISTING WORK

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

03/20

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 Tampa Harbor Maintenance Dredging 32-Foot Project, Alafia River Channel and Turning Basin, Hillsborough County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project work consists of dredging shoal material from the Alafia River Channel and Turning Basin. Material will be disposed into DMPF-3D which is located south of Alafia River Channel. The required project depth is 33 and 34 feet with one foot of allowable overdepth. Site dewatering shall take place at DMPF-3D during disposal operations and continue until the requirements of Section 35 20 23 DREDGING have been met. Work also includes the repair of the north weir outfall pipe on DMPF-3D prior to disposing of dredge material, environmental species monitoring, turbidity monitoring, bird monitoring, and overall management of disposal operations at DMPF-3D.

1.2.2 Location

The project is located at the Alafia River Channel, Hillsborough County, Florida.

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

The Contractor shall coordinate with other Contractors performing dredging or construction activities in DMPF-3D. Dredging of the Tampa Harbor Upper Channels and rehabilitation of the south east corner of the dike slope of DMPF-3D is scheduled during the same time frame as this contract. See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

SECTION 01 11 00 Page 2

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 cruse 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. Conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, promptly move said plant on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work, promptly remove the plant, including ranges, buoys, piles, and other marks placed under the Contract in navigable waters or on shore.

1.5.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d

SECTION 01 11 00 Page 3

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, complete the layout of the work and obtain all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.6.3 Survey

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

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

1.7 DAMAGE TO WORK

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

SECTION 01 11 00 Page 4

Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, 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.

1.8 EXISTING WORK

In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

07/20

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 0003)

1.4.3 Environmental Species Monitoring (Line Item 0004)

1.4.4 Weir Repair (Line Item 0008)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Standby Time (Line Item 0005)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Bird Monitoring (Line Item 0006)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Partnering Regroup (Line Item 0007)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

07/20

PART 1 GENERAL

1.1 SUMMARY

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

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

1.1.1 Reference

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

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

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

SECTION 01 22 00 Page 2 days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the 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 Schedule of Values for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). Include a list of pay activities to breakdown bid for each job CLIN as part of the RMS Schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with and incidental to mobilization and demobilization and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity Monitoring (Line Item 0003)

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

1.4.3 Environmental Species Monitoring (Line Item 0004)

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

ENVIRONMENTAL PROTECTION.

1.4.4 Weir Repair (Line Item 0008)

Payment will be made for costs associated with or incidental to the repair

SECTION 01 22 00 Page 3 of the north weir outfall pipe on DMPF-3D. See Section 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE and Section 35 41 00 LEVEE

CONSTRUCTION.

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 Item 0002)

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; and operation of disposal area. 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 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 3 weeks after the work specified in each acceptance section indicated on the drawings has been completed.

SECTION 01 22 00 Page 4

Provide 10 days advance notice, in writing, to the Contracting Officer of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity must include the volume within the limits of the side slopes described in subparagraph SIDE SLOPES of paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES of Section 35 20 23 DREDGING, less any deductions that may be required for misplaced material described in subparagraph MISPLACED MATERIALS of paragraph DISPOSAL OF EXCAVATED MATERIAL of Section 35 20 23 DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Standby Time (Line Item 0005)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to standby of dredge plant only upon implementation of this line item. Standby time is defined as when the dredge plant is not in operation at the direction of the Contracting Officer. Standby time must be utilized only due to endangered species concerns, differing site conditions, security operations or other conditions as determined by the Contracting Officer.

Requirements for work stoppages, delays, or other impacts associated with compliance with Section 01 57 20 ENVIRONMENTAL PROTECTION are not paid for under this line item. Standby time is not afforded for delays caused by adverse weather conditions or improper operational procedures. Payment will only be made for actual standby time required by the Contracting Officer.

1.5.2.2 Measurement

Standby time, when exercised by the Contracting Officer, will be measured for payment by each hour, or part thereof, that the plant is not in operation. Standby time will not be provided for the initial 24-hour period following an endangered or threatened species take. Standby time will not be provided for the required temporary cessation of work due to the presence of endangered or threatened species in proximity to equipment as identified within Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.3 Unit of Measure

Hour.

1.5.3 Bird Monitoring (Line Item 0006)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to furnishing a Bird Monitor and providing deterrence at DMPF 3-D. See Section 01 57 20 ENVIRONMENTAL PROTECTION. Payment will be made for costs associated with or incidental to bird monitoring only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

SECTION 01 22 00 Page 5

1.5.3.2 Measurement

Measurement will be made by the number of days the Bird Monitor is onsite monitoring and deterring birds during the designated monitoring period.

See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.3.3 Unit of Measure

Day.

1.5.4 Partnering Regroup (Line Item 0007)

1.5.4.1 Payment

Payment will be made for costs associated with and incidental to conducting a partnering regroup. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.4.2 Measurement

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

1.5.4.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

For progress payments, ensure ACTIVITY SCHEDULE, FEATURE SCHEDULE, submittal register, and punchlists are all up to date. Use PROGRESS PAYMENTS to REQUREST ACTIVITY for both ACTIVITY EARNINGS data entry page and OTHER EARNING. Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or unbalanced CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS 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.

SECTION 01 22 00 Page 6

g. Progress photographs.

h. Working/current as-built drawings.

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

3.1.2 Options and Modification CLINS

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

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

-- End of Section --

SECTION 01 22 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

11/20

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

1.3.3 Access by Others

1.3.4 Inspections by Others

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes and Phone

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

1.6.2 Partnering Regroups

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 USED)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

11/20

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. Use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget.

Related Sections are 01 32 01 PROJECT SCHEDULE, and 01 45 05

DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL.

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Draft Joint Risk Register

List of Subcontractors

SD-07 Certificates

Partnering Meeting Written Synopsis; G, RO

Signature Authority

Drug-Free Work Place Record

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

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

CONTRACTOR MODE (RMS CM).

1.3.2 Coordination with Other Contracts

1.3.2.1 Adjacent Contractor

An active construction near project site may impact Contractor work (location is as shown). Coordinate activities to avoid impact to adjacent Contractors and prevent problems from adjacent contract.

SECTION 01 30 00 Page 2

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 must be edged or trimmed neatly. Mowing or trimming must 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). (Refer to subparagraph PRECONSTRUCTION CONFERENCE SUBMITTALS below.) Contracting Officer will notify Contractor of time, place, and agenda. Notify key subcontractors and suppliers to attend. Contracting Officer will discuss contract ground rules and general issues including:

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

SECTION 01 30 00 Page 3

1.5.1 Preconstruction Conference Minutes and Phone

Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may record the meeting. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and return. Signed minutes become part of the contract file. Recordings, if used, will be made available for Contractor to review or copy.

1.5.2 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 must be at the Contractor's expense and may be cause for remedial action by the Contracting Officer. Submittals required by this Section are described in paragraph SUBMITTALS above.

1.5.2.1 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

-- 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

SECTION 01 30 00 Page 4

-- 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 must attend a one-day project Partnering Meeting. Attendants will be determined by the Administrative Contracting Officer. At a minimum, the Contractor's Project Manager, Quality Control Manager, and Site Superintendent must attend the 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) - Port Tampa

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).

1.6.2 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.

1.7 NOTICE TO PROCEED

Notice to proceed (NTP) will be issued 15 to 30 calendar days after award or after all required bonds are in place, whichever is later. If the Contractor failed to submit and receive acceptance and/or approval of specified plans, including, but not limited to, Accident Prevention Plan - Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, Quality Control Plan - Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL, and Environmental Protection Plan - Section 01 57 20 ENVIRONMENTAL PROTECTION, or has not yet received the Contracting Officer's conditional approval to work under an interim plan, the Contractor cannot proceed with the work and consider the work to be suspended in accordance with the Suspension Of Work clause of the

SECTION 01 30 00 Page 5

Contract. While the Contractor is working under a conditionally accepted interim plan, funds may be retained from progress payments in accordance with the Payments Under Fixed-Price Construction Contracts clause of this contract until such time as the Contractor submits an acceptable plan. If the Contractor does not submit an acceptable plan within a reasonable time, as determined by the Contracting Officer, the Contracting Officer may order the Contractor to suspend work. Any suspension order issued for the Contractor's failure to submit an acceptable plan will not constitute unreasonable delay under the Suspension Of Work clause and the Contractor will not be entitled to an equitable adjustment of either performance period or contract price.

1.8 COORDINATION MEETING

Coordination Meeting is scheduled, convened and conducted by Contracting Officer after a Preconstruction Conference and prior to starting physical construction. Plans submitted after NTP (i.e., Quality Control Plan, Environmental Protection Plan and Accident Prevention Program) will have been reviewed. Coordination Meeting is primarily for on-site Contractor Quality Control staff, including subcontractor and supplier employees performing quality control, to meet and discuss the project in detail with Contracting Officer's Quality Assurance Representatives. Attendants will be determined by the Administrative Contracting Officer. At a minimum, the Contractor's Quality Control Manager, Site Safety and Health Officer, Site Superintendent, and major subcontractor's foreman must attend the Coordination Meeting. Purposes of Coordination Meeting are:

-- Achieve mutual understanding with Contractor of required Quality Control -- Jointly review submitted draft plans; resolve issues of concern -- Discuss project plans and specifications, schedule, documentation -- Discuss project Joint Risk Management Plan and Register -- Establish a good working relationship between the Contractors Quality Control Staff and Quality Assurance Representatives -- Discuss the number of hard copies submittals requirements

1.9 PROGRESS MEETINGS

Schedule, convene and preside over progress meetings as required. As project activities increase, a minimum of one progress meeting per week is typical of a project of this scope. Convene additional meetings as required, or when requested by Contracting Officer. Notify persons needed to be present to discuss agenda issues. Contracting Officer may direct attendance by key Contractor suppliers, or fabricators as needed. A sample meeting agenda is provided in paragraph GENERAL MEETING REQUIREMENTS below. Take minutes of the meetings and distribute copies of the minutes within three working days after the meetings. Provide a professional grade tele-conference system with a conference phone with speakers for adequate audio coverage during the meeting. Provide a conference phone line to accommodate up to 25 individuals. Provide a meeting room to accommodate up to 15 people for weekly progress meetings.

1.9.1 Progress…