16B0003Volume2Specs.pdf

IFB No. W912EP-16-B-0003

US Army Corps of Engineers Jacksonville District

Naples to Gordon Pass, Florida Maintenance Dredging 10 and 12-Foot Project

Collier County, Florida

Technical Information and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Naples to Gordon Pass, Florida W912EP-16-B-0003 Maintenance Dredging, 10 and 12-Foot Project

PROJECT TABLE OF CONTENTS

DIVISION 00 - TECHNICAL INFORMATION

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION MONITORING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - S 717

PID - DM5194

STATE/COUNTY- FL/COLLIER

MARKER: SURVEY DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: S 717 2008

MARK LOGO: FLDEP

PROJECTION: FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

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

MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 12, 2008

HISTORY - Date Condition Report By

HISTORY - 20080612 MONUMENTED FLDEP

STATION DESCRIPTION

THE MARK IS ABOUT 9.3 MI NORTH-NORTHWEST OF MARCO, 6.8 MI WEST-

NORTHWEST OF BELLE MEADE, 3.4 MI SOUTH OF NAPLES ON KEEWAYDIN ISLAND.

TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NINTH STREET

SOUTH) AND FIFTH AVENUE SOUTH IN NAPLES, GO SOUTH ON NINTH STREET

SOUTH FOR 0.4 MI TO THE LANDINGS PARK AND BOAT RAMP ON THE LEFT, THEN

BY BOAT GO SOUTH FOLLOWING THE NAPLES BAY CHANNEL FOR 2.45 MI TO A

FORK IN THE CHANNEL, TAKE THE RIGHT FORK AND FOLLOW THE CHANNEL

SOUTHWESTERLY FOR 0.4 MI TO GORDONS PASS INLET AND THE MARK, SET IN

THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 0.2 FT ABOVE THE LEVEL

OF THE GROUND.

LOCATED ABOUT 515.0 FT SOUTHWEST OF THE TIDE GAGE PLATFORM AND AQUA

TREK, 63.0 FT NORTHEAST OF A FLAG POLE, 40.6 FT NORTHEAST OF THE

APPROXIMATE CENTERLINE OF A CART PATH LEADING TO A WOODEN DOCK, 19.7

FT NORTHWEST OF THE RIP-RAP SEAWALL, 13.1 FT SOUTHWEST OF A 4X6 WOODEN

POST (NO.14) AND 1.5 FT NORTHEAST OF A CARSONITE WITNESS POST.

NOTE A MAGNET WAS BURIED ON THE SOUTH EDGE OF MARK.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 2

DESIGNATION - S 717 (CONTINUED)

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wave, wind, and weather data are provided for inclusion into the subject plans and specifications. The following water level fluctuations are provided for information only and are not to be utilized in conjunction with any contract related hydrographic surveying.

2. A technical review has been performed on the following data and this memo, signed by Chief, Water Resources Engineering Branch, signifies EN-W Branch Quality Control Certification.

a) Water Stages. Water levels in the project area are mainly affected by wind and tidal fluctuations of the Gulf of Mexico 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 are provided in the following tables.

All datum elevations in these tables are referred to mean lower low water (MLLW). The datums in Table 1 are taken from tide station 8725110 (Naples, FL), approximately 2.8 miles north of the project area. This tide station was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS), in March 1965. The station is based on tidal datum analysis periods of 1 January 1983 to 31 December 1986 and 1 January 1989 to 31 December 2001. This station should be used when performing work in the ocean. If work is performed in the bay then two additional stations have been provided. Station 8725114 (Naples Bay, North, FL), whose analysis period covers 1 August 1978 to 31 August 1978, is provided in Table 2. Due to the short analysis period, a second station is provided for work inside the bay.

Station 8725079 (Dollar Bay, North, FL) is provided in Table 3 whose analysis period covers 1 May 1978 to 31 October 1978. All three stations are based on the 1983 to 2001 tidal epoch.

Additional information on these and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/

Table 1: Datum Information for Tide Station 8725110 (Naples, FL) Lat 26° 7.9' N, Lon 81° 48.5’ W

Mean Higher High Water (MHHW) = 2.87 Feet Mean High Water (MHW) = 2.62 Feet North American Vertical Datum-1988 (NAVD) = 2.29 Feet Mean Sea Level (MSL) = 1.65 Feet Mean Tide Level (MTL) = 1.61 Feet Mean Low Water (MLW) = 0.61 Feet Mean Lower Low Water (MLLW) = 0.00 Feet http://tidesandcurrents.noaa.gov/

SECTION 00 33 50 Page 2

Table 2: Datum Information for Tide Station 8725114 (Naples Bay, North, FL)

Lat 26° 8.2' N, Lon 81° 47.3’ W

Mean Higher High Water (MHHW) = 2.76 Feet Mean High Water (MHW) = 2.51 Feet North American Vertical Datum-1988 (NAVD) = 2.07 Feet Mean Sea Level (MSL) = 1.57 Feet Mean Tide Level (MTL) = 1.52 Feet Mean Low Water (MLW) = 0.53 Feet

Table 3: Datum Information for Tide Station 8725079 (Dollar Bay, North, FL)

Lat 26° 5' N, Lon 81° 47.1’ W

Mean Higher High Water (MHHW) = 2.61 Feet Mean High Water (MHW) = 2.37 Feet North American Vertical Datum-1988 (NAVD) = Not Referenced Mean Sea Level (MSL) = 1.51 Feet Mean Tide Level (MTL) = 1.44 Feet Mean Low Water (MLW) = 0.52 Feet

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

http://tidesandcurrents.noaa.gov/tide_predictions.html?gid=1397#listing

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

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S.

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website:

http://nauticalcharts.noaa.gov/nsd/cpdownload.htm .

http://tidesandcurrents.noaa.gov/tide_predictions.html?gid=1397#listing http://nauticalcharts.noaa.gov/nsd/cpdownload.htm

SECTION 00 33 50 Page 3

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (#73301) lies approximately 6.20 miles west of the project site at Latitude 26.1° N and Longitude 81.9° W. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 33-year period extending from 1980-2012, at a station located in 5.0 meters (16.4 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data.

These data products are available at the following website: http://wis.usace.army.mil/

3. National Data Buoy Center (NDBC) Website. This Internet website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is: http://www.ndbc.noaa.gov/maps/Florida.shtml.

c) Weather Conditions. The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year. The climate of the area is essentially tropical, and temperatures below freezing are rare. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into central Florida. Dangerous thunderstorms can occur in this area at any time of the year.

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

The Summary of Monthly Normals product available at the following weblink provides monthly average values for temperature, precipitation, and other information. The Naples (Southwest Florida Water Management District facility), Florida, NOAA rain gage in proximity to the project location provides a Summary of Monthly Normals over the period of record from 1981 through 2010. This station is located at Latitude 26° 9.9’ N, Longitude 81° 41.0’W.

http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Adverse Weather

1.2.2 Unusually Severe Weather

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Measurement and Payment

1.3.4 Project Administration

1.3.5 Project Schedule

1.3.6 Project Submittal Register

1.3.7 Diving Safety Requirements

1.3.8 Quality Control Requirements

1.3.9 Accident Prevention

1.3.10 Temporary Construction Facilities

1.3.11 Environmental Protection

1.3.12 Water Quality

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather, Water Stage and Tide Data

1.6.3 Contractor Investigation

1.6.4 Maritime Traffic

1.6.5 Obstruction of Channel

1.6.6 Surveys

1.6.6.1 Channel Surveys

1.6.6.2 Beach Survey

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Maintenance Dredging, 12-Foot Project, GIWW Naples Gordon Pass, Collier County, Florida.

Beach Survey (2016) USACE Beach Survey 16-032 (zip file 16-032_Survey.zip)

FDEP Survey (2015) FDEP Monitoring Survey (zip file 2015FDEPMonitoringSurvey.zip)

Directional Bore Plan (2001) Directional Bore Plan for Keewaydin Island, Part of Section 27 and 28, Township 50 South, Range 25 East, Collier County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

1.2.1 Adverse Weather

"Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.2.2 Unusually Severe Weather

"Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved.

Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Project work consists of maintenance dredging the Federal navigation channel at Gordon Pass to Naples and the adjoining settling basin with

SECTION 01 11 00 Page 2 disposal of excavated material in the designated beach placement area south of the inlet. Project work will be divided into a Base and three Additive Bid Items. The Additive Bid items pertain to dredging in the following priority: Cuts 3 and 4 and two dredging areas within the Settling Basin.

All areas will incorporate an additional 2 feet allowable overdepth beyond the required depths shown on the plans. Work also includes turbidity monitoring, vibration control and monitoring, and endangered species monitoring.

1.3.2 Location

Project is located in Collier County on the southwestern coast of Florida and is within Naples Bay and borders the Gulf of Mexico to the west.

Direct access the Gulf to Naples Bay is provided by Gordon Pass.

1.3.3 Measurement and Payment

The Government will pay the Contractor for the services performed by the Contractor, as set forth in SECTION 00010A LINE ITEMS AND PRICING SCHEDULE. Section 01 22 00 MEASUREMENT AND PAYMENT describes how line items will be measured and paid for when making progress payments.

1.3.4 Project Administration

Section 01 30 00 ADMINISTRATIVE PROCEDURES provides guidance on how project administration is to be conducted on this project such as project coordination, partnering, and meetings. Project coordination work performed by others is also covered in this section.

1.3.5 Project Schedule

The Contractor shall prepare and submit to the Contracting Officer a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the features of the work as indicated in the specifications and plans. Schedule provide shall also indicated adverse weather delays. Specific schedule details are provided in Section 01 32 01

PROJECT SCHEDULE.

1.3.6 Project Submittal Register

The Contractor is required to submit various submittals to the Government in accordance with the time frames as specified in these contract documents. Section 01 33 00 SUBMITTAL PROCEDURES provides contractual guidance to the Contractor on the various submittal types, procedures and guidelines. Government recognizes the large list of submittals throughout the contract, so a submittal register is appended at the end of Section

01 33 00 SUBMITTAL PROCEDURES.

1.3.7 Diving Safety Requirements

The Contractor will be required to submit a Dive Plan when work is performed on or over water. Please refer to Section 01 35 25 OWNER SAFETY

REQUIREMENTS - DIVING.

1.3.8 Quality Control Requirements

The Contractor is responsible for quality control for the project and shall use Government-furnished "Quality Control System (QCS)" software. The QCS

SECTION 01 11 00 Page 3 software is the means by which the Contractor assures the Contracting Officer the work performed by the Contractor complies with the requirements of the specifications, plans, and all project permits, with respect to the quality of placed sediment, materials, workmanship, construction, finish, and functional performance. Refer to Section 01 45 05 CONTRACTOR QUALITY CONTROL for further details on QCS system and implementation requirements.

1.3.9 Accident Prevention

Safety is a requirement on all phases of this contract where the Contractor shall provide a safe and healthy working environment and safety procedures to direct all their activities in such a manner to safeguard the public and Government personnel, property, materials, supplies, and equipment exposed to the Contractor's operations and activities. The Contractor is expected to outline their safety plan in Accident Prevention Plan (APP) specifically geared for the project work about to be commenced. For further details on submitting an APP and other safety requirements, please refer to Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS and EM 385-1-1.

1.3.10 Temporary Construction Facilities

The Contractor's use of premises during the course of contract work shall attempt to fully minimize the physical, visual and operational impact to the project area, vicinity, and surrounding public. To accomplish this, refer to Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

1.3.11 Environmental Protection

The Contractor shall protect the environment during all phases of the project. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.3.12 Water Quality

The Contractor shall exercise extreme care as not to degrade water quality at dredge and beach placement location. All required provisions shall be provided to insure compliance with all water quality standards of the State of Florida and associated Agencies. Attention is called to Chapter 17-3, Florida Administrative Code, and in particular, the turbidity requirements specified in Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. 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.

b. In addition to the above, the following shall apply: The phrase "commence work" means "commence dredging". The commencement time indicated applies unless precluded by inclement weather as determined by the Contracting Officer.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.6 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR

SECTION 01 11 00 Page 4

52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 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. A Directional Bore Plan is provided to indicate the location of water, cable and phone conduits.

1.6.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA for applicable data links and information to where the Contractor can ascertain the weather conditions that could be encountered at the project location. The information provided does not preclude the Contractor from assessing and scheduling for adverse weather.

1.6.3 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.

1.6.4 Maritime Traffic

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

1.6.5 Obstruction of Channel

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

1.6.6 Surveys

1.6.6.1 Channel Surveys

Hydrographic surveys are posted at the following web address:

http://www.saj.usace.army.mil/Missions/CivilWorks/Navigation/HydroSurveys Survey numbers are indicated on the drawings.

1.6.6.2 Beach Survey

A Beach Survey was completed in 2016 at the same time as the channel survey

SECTION 01 11 00 Page 5 shown on the drawings and in 2015 for shoreline monitoring. The 2015 FDEP Survey provides denser topographic and hydrographic elevations. The survey boundaries are shown on the plans where the survey files indicated in paragraph REFERENCES above are provided as separate electronic files.

1.7 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.

1.7.1 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.

1.7.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.7.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

SECTION 01 11 00 Page 6

1.8 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 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 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Items 0003, 0007, 0010 and 0013)

1.4.3 Endangered Species Observer (Line Items 0004, 0008, 0011 and

0014)

1.4.4 Vibration Control and Monitoring (Line Item 0005)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0006, 0009 and 0012)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.1.1 Reference

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 QUALITY CONTROL SYSTEM (QCS)

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 Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

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:

SD-01 Preconstruction Submittals

SECTION 01 22 00 Page 2

Schedule of Values; G, RO

Provide a breakdown of lump sum items into proposed pay activities. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

1.4 LUMP SUM 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 and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum 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 lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Provide a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed, submit Schedule of Values for Government approval. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

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

1.4.2 Turbidity Monitoring (Line Items 0003, 0007, 0010 and 0013)

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

1.4.3 Endangered Species Observer (Line Items 0004, 0008, 0011 and 0014)

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

1.4.4 Vibration Control and Monitoring (Line Item 0005)

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

EXISTING STRUCTURES.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit

SECTION 01 22 00 Page 3 price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Items 0002, 0006, 0009 and 0012)

1.5.1.1 Payment

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

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term "area designated by the Contracting Officer" as used in the CONTINUITY OF WORK paragraph, is defined as "acceptance section".

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

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing 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 within the areas to be dredged and quantities determined by the average end area method. The volume computed shall be between the bottom surface shown by soundings taken within 10 days before dredging and the bottom surface shown by the soundings taken within 10 days after the work specified in each acceptance section indicated on the drawings has been completed. The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer's Representative of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity shall include the volume within

SECTION 01 22 00 Page 4 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.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

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.

SECTION 01 22 00 Page 5

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 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.2 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 APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

Related Sections are 01 32 01 PROJECT SCHEDULE, and 01 45 05 DREDGING/BEACH

FILL PLACEMENT - CONTRACTOR QUALITY CONTROL.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SD-01 Preconstruction Submittals

List of Subcontractors

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

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

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

SD-07 Certificates

Signature Authority

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

Drug-Free Work Place Record

Documentation of compliance with Clause DRUG-FREE WORKPLACE of Section 00700 CONTRACT CLAUSES in Volume 1 (see subparagraphs

SECTION 01 30 00 Page 2

(b)(1) through (b)(7)).

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Contractor shall use Corps of Engineers' Resident Management System, referred to as Quality Control System (QCS), for construction information management. See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT -

CONTRACTOR QUALITY CONTROL.

1.3.2 Access by Others

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

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 30 calendar days after Notice of Award (NOA) or 15 calendar days after Notice to Proceed (NTP), whichever is later. (Refer to subparagraph "Preconstruction Conference Submittals" below.) Contracting Officer will notify Contractor of time, place, and agenda. Contractor shall notify key subcontractors and suppliers to attend. Contracting Officer will discuss contract "ground rules" and general issues including:

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

1.5.1 Preconstruction Conference Minutes

Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may use an audio or video tape. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and

SECTION 01 30 00 Page 3 return. Signed minutes become part of the contract file. Audio or video tapes if used will be made available for Contractor to review or copy at Area Office.

1.5.2 Preconstruction Conference Submittals

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

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

1.5.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following, as indicated in their respective sections, 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

-- 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 -- Improved Project communication

1.6.1 Initial Partnering Meeting

Contractor, key subcontractors and suppliers shall attend a one-day project

SECTION 01 30 00 Page 4

"Partnering Meeting". The Partnering Meeting is a project team building workshop facilitated by qualified persons. Contracting Officer attendees and invited persons may include:

Administrative Contracting Officer (Area Engineer) Construction Quality Assurance Representatives Jacksonville District - Construction Branch persons Jacksonville District - Engineering Division Designers Local Sponsor (Owner) - Collier County

Goal of initial Partnering Meeting is to build trust, identify common goals, 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. Contracting Officer will pay costs for workshop site rental and facilitator fees.

1.6.2 Partnering Regroups

After initial Partnering Meeting participation will be voluntary in accordance with a signed Partnering Agreement. After initial Partnering Workshop, partnering sessions will be hosted by both parties on an alternating basis with the hosting party being responsible for all costs associated with their meeting. At no time will these costs be used to change the contract price. Partnering Agreements include provisions for Contracting Officer and Contractor to request "Partnering Regroups" when needed. A "Partnering Regroup" is usually a short (4 hours - 1 day) informal partnering session where senior level Contractor and Contracting Officer project members and other interested parties review project issues of concern. Issues of conflict are reviewed, attempt to affirm common project goals and understand concerns of other partner.

1.7 NOTICE TO PROCEED

Notice to proceed (NTP) will be issued 15 calendar days after award or after all required bonds are in place, whichever is later. If the Contractor has 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 shall not proceed with the work and shall consider the work to be suspended in accordance with the Suspension Of Work clause of the 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.

SECTION 01 30 00 Page 5

1.8 COORDINATION MEETING

Coordination Meeting is scheduled, convened and conducted by Contracting Officer after a Preconstruction Conference and prior to starting physical construction. Draft plans submitted after NOA (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. 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 -- Establish a good working relationship between the Contractors Quality Control Staff and Quality Assurance Representatives

1.9 PROGRESS MEETINGS

Schedule, convene and preside over progress meetings as required. As project activities increase ("ramp up"), 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. The Contractor shall take minutes of the meetings and distribute copies of the minutes within three working days after the meetings.

1.9.1 Progress Meeting Participants

Typical participants include:

-- Contracting Officer -- Construction Quality Assurance Representatives -- Contractor's Site Superintendent -- Contractor's Quality Control Manager -- Contractor's Safety Coordinator --…