24B0005CSRMFlagerFY24Vol2Specs_BCOESRev_R2_231207_DRAFT.pdf

W912EP24B0005

Jacksonville District

Coastal Storm Risk Management Project Flagler Beach Initial Construction and North and South Reaches Beach and Dune Restoration 2024

Flagler County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date BCOES Review

DRAFT

Coastal Storm Risk Management Project Beach and Dune Restoration Flagler Beach

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER AND WATER STAGE 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 (Alternate)

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

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

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

02 83 20 DUNE PROTECTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 DUNE VEGETATION PLANTING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 25 BEACH FILL

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - SCOW ULLAGE

PROFILE

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - PIPELINE

HYDRAULIC DREDGE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - HOPPER

DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 W912EP24B0005 BCOES Review

DESIGNATION - F602 14 DEP

PID - N/A

No written description furnished.

At beach access and parking area. Mark is located 190 feet east of the apparent centerline of Florida State Road A1A, between Poole Drive and Whitney Drive.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - 73 77 A 27 FLDT

PID - AQ1706

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: 73 77 A27

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

STATION DESCRIPTION

DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978

12.9 MI NORTH FROM FLAGLER BEACH.

BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT

FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12.9 MILES. THE

MARK BEARS 53.5 FEET NORTHWEST OF A POWER POLE, 20.5 FEET EAST OF THE

CENTERLINE OF STATE ROAD A1A, AND 17.5 FEET SOUTHWEST OF THE SOUTH END OF

A CONCRETE HEADWALL.

STATION RECOVERY (1989)

RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)

MARK NOT FOUND.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 2

DESIGNATION - 872 0757 D

PID - DM2735

MARKER: TIDAL STATION DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: 0757 D 1999

MARK LOGO: NOS

PROJECTION: RECESSED 6 CENTIMETERS

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 - October 19, 2016

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)

THE MARK IS ABOUT 10.6 MI NORTH OF FLAGLER BEACH.

TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 100 (MOODY

BOULEVARD) AND STATE ROAD A1A IN FLAGLER BEACH, GO NORTH ON STATE ROAD

A1A FOR 10.65 MI TO THE NORTH ENTRANCE ROAD TO BINGS LANDING

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

RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND 0.5 FT BELOW THE LEVEL

OF STATE ROAD A1A.

LOCATED 147.3 FT SOUTH OF TIDAL MARK 0757 E 1999, 48.3 FT WEST OF THE

CENTERLINE OF STATE ROAD A1A, 27.7 FT NORTH OF THE APPROXIMATE CENTERLINE

OF THE NORTH ENTRANCE ROAD TO BINGS LANDING, 3.0 FT NORTH OF THE

SOUTHEAST CORNER OF A WOODEN FENCE, 0.9 FT EAST OF THE WOODEN FENCE AND

0.6 FT EAST OF A CARSONITE WITNESS POST.

STATION RECOVERY (2016)

RECOVERY NOTE BY US GEOLOGICAL SURVEY 2016 (CJW)

USED TO CALIBRATE HURRICANE MATTHEW HIGH WATER MARKS SURVEY.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 3

DESIGNATION - 872 0757 D (continued)

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 4

DESIGNATION - R 96

PID - N/A

No written description furnished.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 5

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. Notably, a technical review was performed on the following data, and this memo, signed by Chief, Water Resources Engineering Branch, signifies EN-W Branch QC

Certification.

a) Water Stages. Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms may affect the area any time of the year.

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and

Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and

Table 1. These data are referred to mean lower-low water (MLLW) datum from the tidal epoch period of

1983 – 2001. The elevations in Table 1 are taken from NOAA’s Tide Station 8721120 (Daytona Beach

Shores, FL) located roughly 20 miles south of the project shoreline. These datums are based on a 6-year analysis period from January 1978 to December 1983 using a controlling tide station near Fernandina

Beach, Florida (NOAA Tide Station 8720030). Additional tidal data on stations in the vicinity of the subject project area can be found at the following website:

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

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

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

Table 1. Datums from NOAA Station 8721120 (Daytona Beach Shores, Florida)

Location: 29° 8.8' N, 80° 57.8' W

Analysis Period: Jan. 1978 – Dec. 1983

Datum Elevation (ft-MLLW)

Highest Observed (03 September 1979) 6.88

Mean Higher-High Water (MHHW) 4.43

Mean High Water (MHW) 4.06

North American Vertical Datum of 1998 (NAVD) 2.86

Mean Tide Level (MTL) 2.10

Mean Sea Level (MSL) 2.07

Mean Low Water (MLW) 0.15

Mean Lower-Low Water (MLLW) 0.00

Lowest Observed (09 January 1978) -2.24

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area, are included in the publication East Coast of North and South America Tide

Tables, United States (U.S.) Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean tide levels, diurnal tide ranges, and some astronomical data (sunrise, sunset, moonrise, and moonset). Of note, tidal data provided in this publication are also listed at the following website:

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

b) Wind and Wave Data. The publications in this section include wind and wave information in the vicinity of the project area. They are available for review at the websites or agencies indicated.

i. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S. Department of

Commerce, National Oceanic and Atmospheric Administration, National Ocean Service is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or on the following website: https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

ii. U.S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS)

Database is a wave hindcast database for various stations located along the U.S. Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station 63422 is in roughly 20.0 meters of water relative to the Mean Sea

Level (MSL) datum (i.e., 65.6 ft-MSL) at 29° 34.8' N, 81° 0.0' W. This station is located approximately

11.0 miles northeast of Flagler Beach, Florida. This station lies approximately 12.6 miles east of the St.

Augustine. Available data includes a hindcast time series of wave heights, periods, and directions taken at

1-hour intervals for the 35-year period of 1980 – 2014. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: http://wis.usace.army.mil/.

iii. National Data Buoy Center (NDBC) Website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website include wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gauge readings are updated hourly, and archived data is

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2

DRAFT

https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html http://wis.usace.army.mil/ available for most stations. Data relevant to Florida projects are found on the following website:

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.

i. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (https://www.ncdc.noaa.gov/cdo-web/) published by

NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in

Asheville, North Carolina contains climatological and meteorological data relevant to this region. Available data include quality-controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 15- to 30-year climate normals.

NOAA’s Climate Data Online website includes Monthly Normals (average values) for temperature, precipitation, and other climatological information over three periods: 1981-2010, 1991-2020, and 2006-

2020. NOAA’s Daytona Beach Shores 1.8 SSE, FL gauge (ID US1FLVL0042) lies immediately south of the project area at 29° 9.0' N, 80° 58.2' W. The most applicable data period for this project area is likely

1991-2020 and is found at the following website: https://www.ncei.noaa.gov/maps/normals/.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 3

DRAFT

https://www.ndbc.noaa.gov/maps/Florida.shtml https://www.ncdc.noaa.gov/cdo-web/ https://www.ncei.noaa.gov/maps/normals/

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Work Restrictions

1.2.3.1 Beach Placement Restrictions

1.2.3.2 Staging and Access Restrictions

1.2.4 Safety Requirements

1.2.5 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.5.6 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

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.9.1 Contractor Responsibility

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Coastal Storm Risk Management Project Flagler Beach Initial Construction and North and South Reaches Beach Dune Restoration 2024 Flagler County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This project will renourish approximately 3.4 miles of shoreline along Flagler County between Florida Department of Environmental Protection (FDEP) Range Monuments R-77 and R-96. The fill template consists of construction of dune and beach berm as shown in the drawings. Material for the project will be dredged from Borrow Area 3A, approximately 10.25 nautical miles offshore of Flagler County in Federal waters. Sand from upland sources may be placed as beach fill to allow for access to and staging on the beach within the North and South Reaches. Project work also includes, but is not limited to, vibration control and monitoring, environmental species monitoring, turbidity monitoring, dune vegetation planting, sign and post & rope installation, and sand fencing.

1.2.2 Location

The project is located in Flagler Beach in Flagler County, Florida.

Flagler County is located on the northeast coast of Florida approximately midway between the Florida/Georgia state line and Cape Canaveral. The county is bounded to the north by St. Johns County and to the south by Volusia County.

1.2.3 Work Restrictions

See section 32 92 19 DUNE VEGETATION PLANTING for restrictions regarding the planting of dune vegetation and sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 20 25 BEACH FILL for restrictions regarding environmental compliance.

SECTION 01 11 00 Page 2

1.2.3.1 Beach Placement Restrictions

a. Placement between Sta. 775+50 to Sta. 803+50 must be completed by 15 October 2024.

b. Upland source will be selected by the Contractor meeting criteria required in Section 35 30 00 BEACH FILL (TRUCK HAUL) and listed as approved within environmental resource agency permits.

1.2.3.2 Staging and Access Restrictions

a. Veterans park staging area available for use 5 July 2024 through 15 December 2024.

b. Staging area at S 6th St. available for use 5 July 2024 through the end of construction.

c. Loading and offloading area near Suites on the Beach available for use between 0000 and 1000.

1.2.4 Safety Requirements

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

1.2.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

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.

SECTION 01 11 00 Page 3

1.5.3 Contractor Investigation

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

1.5.4 Maritime Traffic

Marine Traffic in the project area consists of Naval,commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.5.5 Obstruction of Channel

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

1.5.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

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

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. Calibrate all projects constructed and maintained to a tidal datum to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

SECTION 01 11 00 Page 4

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

SECTION 01 11 00 Page 5

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.9.1 Contractor Responsibility

The project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. The Contractor shall be responsible for obtaining information concerning rain, wind and wave conditions that could influence safety, hauling and placement operations prior to submitting a proposal or bid.

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon acknowledgement to the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and unusually severe weather with the purpose to note impact to normally schedule work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

SECTION 01 11 00 Page 6

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 7

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 Construction/Vibration Control and Monitoring (Line Item 0012)

1.4.3 Environmental Species Monitoring (Line Item 0013)

1.4.4 Mobilization and Demobilization for Non-Capture Sea Turtle

Trawl Sweeping and Relocation (Hopper Dredge Only, Line Item 0014)

1.4.5 Turbidity Monitoring (Line Item 0016)

1.4.6 MEC Support (Line Item 0019)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Beach Fill From Upland (Line Item 0002 and 0003)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Beach Fill (Line Item 0004, 0005, and 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Beach Tilling (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Coastal Vegetation (Line Item 0008)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Screening (Line Item 0009)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Transportation and Disposal of Unacceptable Material (Line

Item 0010)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Blending of Noncompliant Material (Line Item 0011)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

SECTION 01 22 00 Page 1

1.5.8 Sea Turtle Trawl Non-Capture Trawl Sweeping and Relocation (Hopper Dredge Only, Line Item 0015)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Standby Time (Line Item 0017)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Partnering Regroup (Line Item 0018)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

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 1110-1-1005 (2007)Control Topographic Surveying

EM 1110-2-1003 (2013) Hydrographic Surveying

ER 1110-2-8164 Policies, Guidance, and Requirements for Hydrographic Surveying and Mapping Digital products

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).

SECTION 01 22 00 Page 3

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 after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit JOB and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, will be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit Schedule of Values for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). Include a list of pay activities to breakdown bid for each job CLIN as part of the RMS Schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

a. 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.

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

PROTECTION.

SECTION 01 22 00 Page 4

1.4.2 Construction/Vibration Control and Monitoring (Line Item 0012)

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

EXISTING STRUCTURES.

1.4.3 Environmental Species Monitoring (Line Item 0013)

Payment will be made for costs associated with and incidental to endangered species monitoring and any associated efforts. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

1.4.4 Mobilization and Demobilization for Non-Capture Sea Turtle Trawl Sweeping and Relocation (Hopper Dredge Only, Line Item 0014)

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

1.4.5 Turbidity Monitoring (Line Item 0016)

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.

1.4.6 MEC Support (Line Item 0019)

Payment will be made for costs associated with or incidental to mobilization, demobilization, training, work plans reporting, and safety for MEC support. See Section 01 35 30 MUNITIONS AND EXPLOSIVES OF CONCERN

(MEC) CONSTRUCTION SUPPORT.

1.5 UNIT PRICE PAYMENT ITEMS

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

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Beach Fill From Upland (Line Item 0002 and 0003)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to barricades and signs, debris removal, rock removal, pipeline crossing,excavation and transportation of beach fill, constructing the beach profile and final dressing; sand fencing, post and rope, and dune signs; noise control; dive reports; installation, operation, or maintenance of the electronic positional monitoring equipment and condition surveys. See Sections 01 57 20 ENVIRONMENTAL PROTECTION, SECTION 01 22 00 Page 5

01 57 25 TURBIDITY AND DISPOSAL MONITORING, and 35 30 00 BEACH FILL

(TRUCK HAUL).

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

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. Beach fill satisfactorily placed will be measured for payment by use of the Triangulated Irregular Network (TIN) surface-to-surface difference method. The quantities will be computed by the Government in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Conduct surveys in accordance with EM 1110-2-1003 , EM 1110-1-1005 , and ER 1110-2-8164 . Measurement of quantity placed for pay purposes will be based on original and final surveys made on the construction template indicated on the drawings. Survey sections will be collected at 100-foot stations along the Construction Baseline with elevations taken at a maximum of 10-foot range intervals. Additional sections will be collected at all point of intersection (PI) stations along the Construction Baseline and any areas where conditions vary significantly alongshore. Additional data shall be collected at breaks in the dune (e.g. stormwater outfalls, handicap access points, access roads, or other special placement locations) to generate adequate surfaces in order to accurately capture material placed in the slopes at these breaks. Survey data in beach template tapers may be collected perpendicular to the toe of fill instead of the CBL based upon angle of taper. Provide in writing to the Contracting Officer 10 calendar days advance notice for the need to perform original surveys and 3 calendar days advance notice for the need to perform final surveys.

Quality Control Surveys will be the responsibility of the Contractor.

Monthly partial payments will be based on approximate quantities determined by measurement of the in-place beach fill and in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1.3 Unit of Measure

Tons.

1.5.2 Beach Fill (Line Item 0004, 0005, and 0006)

1.5.2.1 Payment

a. Payment will be made for costs associated with and incidental to barricades and signs, traffic control, debris removal, pipeline

SECTION 01 22 00 Page 6 crossing, excavation and transportation of beach fill, constructing the beach profile and final dressing; noise control; post and rope;

dune signs; and sand fencing. See Sections 01 57 20 ENVIRONMENTAL PROTECTION, 01 57 25 TURBIDITY AND DISPOSAL MONITORING, and 35 20 25

BEACH FILL.

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

1.5.2.2 Measurement

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

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

b. Beach fill satisfactorily placed will be measured for payment by use of the Triangulated Irregular Network (TIN) surface-to-surface difference method. The quantities will be computed by the Government in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Conduct surveys in accordance with EM 1110-2-1003 , EM 1110-1-1005 , and ER 1110-2-8164 . Measurement of quantity placed for pay purposes will be based on original and final surveys made on the construction template indicated on the drawings. Survey sections will be collected at 100-foot stations along the Construction Baseline with elevations taken at a maximum of 10-foot range intervals. Additional sections will be collected at all point of intersection (PI) stations along the Construction Baseline and any areas where conditions vary significantly alongshore. Additional data shall be collected at breaks in the dune (e.g. stormwater outfalls, handicap access points, access roads, or other special placement locations) to generate adequate surfaces in order to accurately capture material placed in the slopes at these breaks. Survey data in beach template tapers may be collected perpendicular to the toe of fill instead of the CBL based upon angle of taper. Provide in writing to the Contracting Officer 10 calendar days advance notice for the need to perform original surveys and 3 calendar days advance notice for the need to perform final surveys.

Quality Control Surveys will be the responsibility of the Contractor.

Monthly partial payments will be based on approximate quantities determined by measurement of the in-place beach fill and in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.2.3 Unit of Measure

Cubic yard.

SECTION 01 22 00 Page 7

1.5.3 Beach Tilling (Line Item 0007)

1.5.3.1 Payment

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

1.5.3.2 Measurement

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

1.5.3.3 Unit of Measure

Acre.

1.5.4 Coastal Vegetation (Line Item 0008)

1.5.4.1 Payment

Payment will be made for costs associated with provision, installation,and warranty maintenance of sea-oats and associated dune plants. See Section 32 92 19 DUNE VEGETATION PLANTING. Separate or additional payment will not be made for repairs or replacements of vegetation that the Contractor conducts under warranty requirements. Cost to repair (replant) construction access or staging area shall be included in Mobilization/Demobilization, and is not included in the Coastal Vegetation contract line item.

1.5.4.2 Measurement

Number of viable plant units that satisfy specification and requirements.

(Can be evaluated by number of plant units per tray or rack).

1.5.4.3 Unit of Measure

Each.

1.5.5 Screening (Line Item 0009)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to separation of any material greater than 3/4 inch in diameter by a method detailed in Section 01 35 30 MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION

SUPPORT.

1.5.5.2 Measurement

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

1.5.5.3 Unit of Measure

Cubic yard.

SECTION 01 22 00 Page 8

1.5.6 Transportation and Disposal of Unacceptable Material (Line Item 0010)

1.5.6.1 Payment

Payment will be made for costs associated with and incidental to transportation and disposal of unacceptable material after the unacceptable material has been determined by the Contracting Officer to have originated in the borrow area. See Section 35 20 25 BEACH FILL. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.6.2 Measurement

Transportation and disposal of unacceptable material will be measured for payment by the quantity disposed. Partially filled dumpsters/truck/bins will be measured to the one cubic yard. The quantity listed in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only.

1.5.6.3 Unit of Measure

Cubic yard.

1.5.7 Blending of Noncompliant Material (Line Item 0011)

1.5.7.1 Payment

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

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

If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.7.2 Measurement

Blending of noncompliant material will be measured for payment by the actual area of noncompliant material blended with adjacent material to the tenth (0.1) of an acre. The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only.

1.5.7.3 Unit of Measure

Acre.

1.5.8 Sea Turtle Trawl Non-Capture Trawl Sweeping and Relocation (Hopper Dredge Only, Line Item 0015)

1.5.8.1 Payment

Payment will be made for costs associated with and incidental to the Sea Turtle Non-Capture Trawl Sweeping. This price includes all costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to clear and/or relocate sea turtles from in the

SECTION 01 22 00 Page 9 vicinity of the dredge, and the cost of reporting as specified. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.8.2 Measurement

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

1.5.8.3 Unit of Measure

Day.

1.5.9 Standby Time (Line Item 0017)

1.5.9.1 Payment

Payment will be made for costs associated with or incidental to standby of dredge plant only upon implementation of this line item. Standby time is defined as when, at the direction of the Contracting Officer, the dredge is put out of operation for reasons outside the requirements in the contract or in the event that MEC is positively identified and a new MEC probability assessment needs to be conducted.

1.5.9.2 Measurement

Standby time, when exercised by the Contracting Officer, will be measured for payment by each hour, or part thereof, that the plant is not in operation.

1.5.9.3 Unit of Measure

Hour.

1.5.10 Partnering Regroup (Line Item 0018)

1.5.10.1 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.

1.5.10.2 Measurement

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

1.5.10.3 Unit of Measure

Each.

SECTION 01 22 00 Page 10

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

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

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Professional Surveyor and Mapper (PSM) or Registered Land Surveyor

(RLS) report and supporting data.

e. Approved submittals on installed property.

f. QA/QC deficiency tracking list.

g. Environmental reports.

h. Progress photographs.

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 11

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 Access by Others

1.4 PROJECT MEETINGS

1.5 PROJECT MEETINGS FORMAT

1.6 PRECONSTRUCTION CONFERENCE

1.6.1 Preconstruction Conference Minutes and Phone

1.6.2 Preconstruction Conference Submittals

1.6.2.1 Other Division 01 Submittals

1.6.2.2 Divisions 02 through 48 Submittals

1.6.3 Joint Risk Register

1.6.4 List of Subcontractors

1.7 PARTNERING

1.7.1 Initial Partnering Meeting

1.7.1.1 Contractor Responsibility

1.7.1.2 Tasks and Deliverables

1.7.2 Partnering Regroups

1.7.2.1 Contractor Responsibility (Regroups)

1.7.2.2 Tasks and Deliverables

1.7.3 Cancellation of Partnering Meeting or Regroup

1.8 NOTICE TO PROCEED

1.9 COORDINATION MEETING

1.10 PROGRESS MEETINGS

1.10.1 Progress Meeting Participants

1.11 CONTRACTOR PERFORMANCE EVALUATIONS

1.11.1 Training

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

3.5 MINIMUM INSURANCE REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

PLACEMENT - CONTRACTOR QUALITY CONTROL.

1.2 SUBMITTALS

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

submittals not having a "G" designation are…