JaxHarbor_CNT_A_Volume2Specs.pdf

W912EP-17-B-0005

Jacksonville District

Jacksonville Harbor, Construction Dredging, 47-Foot Project Contract A, Bar Cut-3 To Cut-7

Duval County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Jacksonville Harbor, Construction Dredging, 47-Foot Project W912EP-17-B-0005 Contract A, Bar Cut-3 To Cut-7, Duval County, Florida

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

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 01.10 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 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Designation: STARK

PID: BBBZ99

Stamping: STARK 1987 JAX FLA

Stability:

Setting: Set in top of concrete monument

Description:

Station is located at U.S. Naval Station, Mayport, Duval Co., FL. To reach from the Main Gate of Mayport Naval Station, go east on Main Road 1.5 miles to Carrier Basin. Proceed east 0.5 miles until reaching peninsula that protrudes east toward the Atlantic Ocean and bordered by the St. Johns River to the north and Mayport Entrance Channel to the south. Mark is 21 ft from NE corner of chain-link fence and 31.6 ft from SE corner of chain-link fence which surrounds signal gun emplacement.

Observed: 2010-08-02T21:12:00Z

Source: OPUS - page5 1209.04

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: CHARLIE TOWER ARP

PID: BBDC09

Stamping: CHARLIE TOWER ARP

Setting: Unspecified setting

Description: Station is located at the U.S. Naval Station, Mayport, Duval Co., FL. To reach from the Main Gate of Mayport Naval Station on Mayport Road, go north then east on Main Steet 2.1 miles until reaching the peninsula that protrudes east toward the Atlantic Ocean, bordered by the St. Johns River to the north and Mayport Entrance Channel to the south. Proceed to the lookout tower and station location. Point is the GPS antenna attached to an aluminum pole mounted to the south handrail of C-Tower.

Observed: 2013-06-01T19:00:00Z

Source: OPUS - page5 1209.04

SECTION 00 31 21 Page 2

DESIGNATION - 872 0218 A TIDAL

PID - DI9221

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED ROD

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

STAMPING: 0218 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - May 23, 2007 ROD/PIPE-DEPTH: 20.7 meters

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED NOS

HISTORY - 2006 GOOD FLDEP

HISTORY - 20070523 GOOD FLDEP

STATION DESCRIPTION (2007)

TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE HIGHWAY

10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF MAYPORT, GO

NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI TO THE JUNCTION OF

STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET) AND STATE HIGHWAY A1A NORTH

(STATE ROAD) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE

ROAD-OCEAN STREET) AND GO NORTHWEST FOR 3.65 MI TO THE ENTRANCE TO THE

SAINT JOHNS BAR PILOT ASSOCIATION AND THE MARK ON THE LEFT.

MARK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 67.8 FT

WITH A NOS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH OCEAN STREET,

THE DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NOS LOGO CAP.

LOCATED 462.5 FT NORTH OF THE APPROXIMATE CENTERLINE OF OCEAN STREET,

218.5 FT WEST OF THE CENTER OF THE PILOT ASSOCIATION DOCK, 218.0 FT

SOUTHWEST OF THE PILOT ASSOCIATION BUILDING, 122.6 FT WEST OF THE

NORTHWEST CORNER OF THE PILOT ASSOCIATION CLUB, 63.0 FT NORTH-NORTHWEST

OF A POWER POLE WITH TWO LIGHTS ATTACHED AND 1.0 FT SOUTHWEST OF THE

NORTHWEST END OF A 6.0 FT TALL CHAIN LINK FENCE.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS LOGO

CAP.

SECTION 00 31 21 Page 3

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 datums 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 semi-diurnal tidal fluctuations in the Atlantic Ocean, and stormwater runoff in the St Johns River. 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 this table are referred to mean lower low water (MLLW). These datums are based on field measurements from two tide stations located on the north bank of the St. Johns River from Bar Cut 3 to Mile Point. These tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). All tidal stations are based on the 1983-2001 tidal epoch. Additional information on these and other nearby tide stations is available at this NOAA website:

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

Station ID: 8720214 PUBLICATION DATE: 11/10/2010 Name: DEGAUSSING STRUCTURE, MAYPORT NAVAL STA., FLORIDA Latitude: 30° 23.8' N Longitude: 81° 23.7' W

Highest Observed Water Level (10/10/1995) = 6.91 Feet Mean Higher High Water (MHHW) = 5.29 Feet Mean High Water (MHW) = 4.96 Feet North American Vertical Datum – 1988 (NAVD) = 3.18 Feet Mean Sea Level (MSL) = 2.56 Feet Mean Tide Level (MTL) = 2.56 Feet Mean Low Water (MLW) = 0.16 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (1/20/1996) = -1.66 Feet

Station ID: 8720232 PUBLICATION DATE: 03/25/2010 Name: PABLO CREEK ENTRANCE, FLORIDA Latitude: 30° 22.6' N Longitude: 81° 26.9' W

Mean Higher High Water (MHHW) = 4.20 Feet Mean High Water (MHW) = 3.94 Feet North American Vertical Datum – 1988 (NAVD) = 2.50 Feet Mean Sea Level (MSL) = 2.10 Feet Mean Tide Level (MTL) = 2.02 Feet Mean Low Water (MLW) = 0.10 Feet Mean Lower Low Water (MLLW) = 0.00 Feet http://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida

SECTION 00 33 50 Page 2

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service.

In addition to daily tidal predictions, this publication provides mean and spring tide ranges 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/.

b) Wind and Wave Data. The following publications include wind and wave information in the vicinity of the project area, and are available for review in the Jacksonville District Office or 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. It also provides miscellaneous meteorological data. This publication is available through NOAA, and is also available at the following website:

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

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 (63407) lies approximately 16 miles east of Mayport, Florida. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 24-year period extending from 1980-2004, at a station located in 15 meters (49 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 subtropical, and the area occasionally experiences temperatures below freezing. 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 http://tidesandcurrents.noaa.gov/ http://nauticalcharts.noaa.gov/nsd/cpdownload.htm http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml

SECTION 00 33 50 Page 3 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 northeast Florida. Dangerous thunderstorms can occur in this area at any time of the year.

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

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The Jacksonville Beach, 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 30° 17’ N, longitude 81° 24’ W and data can be accessed through:

http://www.ncdc.noaa.gov/cdo-web/datatools/normals http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.5.6 Hydrographic Surveys

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Jacksonville Harbor Deepening, 47-foot Project, Contract A, Bar Cut 3 through Cut-7 STA10

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The authorized project provides for the deepening and strategic widening of the Federal navigation channel from the entrance of Bar Cut-3 through station 28+18.43 of Cut-45 to a project depth of 47 feet plus applicable overdepths and Advance Maintenance. The completion of the work will take place under multiple contracts. Contract A will dredge from Bar Cut-3 Station 187+00 to Station 210+00 to a required depth of 50 feet plus 1 foot of allowable overdepth and from Bar Cut-3 Station 210+00 to Cut-7 Station 10+00 to a required depth of 48 feet plus 1 foot allowable overdepth. In addition, Advance Maintenance Area 1 incorporates an additional 2 feet of required dredging where applicable. Total quantity to be dredged from the Federal Channel is approximately 3 million cubic yards (cy). All dredged material will be placed in the approved Ocean Dredged Material Disposal Site (ODMDS) which is located an average of 7.7 nautical miles from the dredging location. Materials to be dredged consist of unconsolidated materials consisting of sand and silty sand, and occasional silt, stiff clay and shell layers.

1.2.2 Location

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

1.2.3 Safety Requirements

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

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

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

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.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 Physical Conditions

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

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

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

1.5.4 Maritime Traffic

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

1.5.5 Obstruction of Channel

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

SECTION 01 11 00 Page 3

1.5.6 Hydrographic 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 LAYOUT OF WORK

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

1.6.1 Established Project Control

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

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

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

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all 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 4

1.7 DAMAGE TO WORK

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

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Item 0003)

1.4.3 Endangered Species Observer (Hopper Dredge Only, Line Item

0004)

1.4.4 Dedicated Manatee Observer (Clamshell Dredging Only, Line Item

0005)

1.4.5 Mobilization and Demobilization for Sea Turtle Trawling

(Hopper Dredge Only, Line Item 0007)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sea Turtle Non-Capture Trawl Sweeping (Hopper Dredge Only, Line Item 0007)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Standby Time (Line Item 0006)

1.5.3.1 Measurement and Payment

1.5.3.2 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 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 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 RMS 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 with the unit "JOB" 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 Item 0003)

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 (Hopper Dredge Only, Line Item 0004)

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

01 57 20 ENVIRONMENTAL PROTECTION.

1.4.4 Dedicated Manatee Observer (Clamshell Dredging Only, Line Item 0005)

Payment will be made for costs associated with or incidental to dedicated manatee observers required when clamshell dredging. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

SECTION 01 22 00 Page 3

1.4.5 Mobilization and Demobilization for Sea Turtle Trawling (Hopper Dredge Only, Line Item 0007)

Payment will be made for costs associated with or incidental to the mobilization and demobilization for sea turtle trawling. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

1.5 UNIT PRICE PAYMENT ITEMS

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

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; debris removal; 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 AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected by soundings taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

b. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place. The volume

SECTION 01 22 00 Page 4 computed shall be between the bottom surface shown by soundings taken within 3 weeks before dredging and the bottom surface shown by the soundings taken within 2 weeks after the work specified in each acceptance section has been completed. The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer's Representative of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity shall include the volume within the limits of the side slopes described in subparagraph "Side Slopes" of paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES of Section 35 20 23 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Materials" of paragraph DISPOSAL OF EXCAVATED MATERIAL of Section 35 20 23 DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Sea Turtle Non-Capture Trawl Sweeping (Hopper Dredge Only, Line Item 0007)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to the Sea Turtle Non-Capture Trawl Sweeping. This price shall include 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 vicinity of the dredge, and shall include the cost of reporting as specified. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.2 Measurement

Sea Turtle Non-Capture Trawl 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. The Contractor shall conduct trawling as described in Paragraph "Sea Turtle Trawling" in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.3 Unit of Measure

Day.

1.5.3 Standby Time (Line Item 0006)

1.5.3.1 Measurement and Payment

Standby time for dredging will be paid for each hour or part thereof that the plant is not in operation by request of the Contracting Officer.

Payment will be made for costs associated with or incidental to standby of the dredge plant only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item. The Contracting Officer may cease operations subsequent to the initial 24-hour period following a turtle take. However, if it is subsequently determined by the Government that a turtle take resulted from improper operational procedures, consideration for the standby time may be withheld by the Government.

SECTION 01 22 00 Page 5

1.5.3.2 Unit of Measure

Hour.

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 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 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 01.10 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

SECTION 01 30 00 Page 2

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

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Contractor shall use Corps of Engineers' Resident Management System (RMS) 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

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

1.5.2 Preconstruction Conference Submittals

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

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

1.5.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following, 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 01.10 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

SECTION 01 30 00 Page 4

1.6.1 Initial Partnering Meeting

Contractor, key subcontractors and suppliers shall attend a one-day project "Partnering Meeting". The Partnering Meeting is a project team building 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) - Jacksonville Port Authority

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

SECTION 01 30 00 Page 5 unreasonable delay under the Suspension Of Work clause and the Contractor will not be entitled to an equitable adjustment of either performance period or contract price.

1.8 COORDINATION MEETING

Coordination Meeting is scheduled, convened and conducted by Contracting Officer after a Preconstruction Conference and prior to starting physical construction. 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 -- Subcontractors, as appropriate to the agenda -- Suppliers, as appropriate to the agenda -- Others as appropriate to the agenda

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

Contractors are given an opportunity to provide and/or enter performance evaluation comments directly into the Contractor Performance Assessment Reporting System (CPARS). The system is a web-enabled application that supports the completion, distribution, and retrieval of contract performance evaluations. Provide to the responsible area office the name and email address of the contractor user that will be accessing CPARS.

SECTION 01 30 00 Page 6

1.10.1 Training

Contractor online training is available at the following web site:

https://www.cpars.gov/allapps/cpartrng/onlinetrn.htm. Training will give the student an understanding of the Contractor Representative and Contractor Corporate Senior Management levels of access, the policies and regulations governing CPARS, and the electronic workflow with particular attention to the Contractor comment function.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL for Preparatory and Initial Phase meeting checklists. Contractor is responsible for phase and progress meetings to include:

Meeting notification to participants Prepare agenda for meetings Use phase checklists for Preparatory and Initial Phase meetings Physical arrangements for meetings Preside at meetings Record minutes recording proceedings and decisions Copy and send minutes to:

Meeting participants Project parties affected by decisions Contracting Officer (No later than 3 working days)

3.2 PROGRESS MEETING AGENDA

Modify agenda as needed for on-going work.

Review minutes from previous progress meetings Review RMS Contractor Action Item Report Review work progress since previous meeting Review current definable features of work:

-- Identify phases of current features of work -- Identify pending phase changes -- Identify features for discussion in next scheduled meeting

Discuss problem prevention:

-- Field observations -- Deficiencies and tracking -- Procedures working well -- Problems, conflicts -- Methods to improve

Review construction schedule:

-- Identify delays -- Discuss proposed corrective actions to regain schedule

Submittals and Requests for Information (design interpretation):

-- Review submittal register -- Identify submittals to expedite as required

Review off-site activities:

-- Fabrications -- Material and equipment delivery schedule

Review Testing:

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