B.08.02 Specs Vol. 2, MCSF Blount Island FY22.pdf

W912EP22B0005

Jacksonville District

Marine Corps Support Facility - Blount Island, Maintenance Dredging 38-Foot Project

Duval County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

Marine Corps Support Facility - Blount Island Maintenance Dredging, 38-Foot Project

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE (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

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW - ULLAGE

PROFILE

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PROJECT TABLE OF CONTENTS Page 1

Designation: USACE BIMT ARP

PID: BBGM25

Stamping: NONE Setting: Unspecified setting

Description: To reach mark, proceed to the Marine Corps Support Facility Blount Island Command on the northeast side of Jacksonville, Duval County, FL. Permission must be granted for entry into base through a controlled entry point.

Station is located just before an area called Navy Point and is attached to a group of electrical junction boxes, on the east side of the road. Point is a GPS antenna attached with an aluminum pole attached to a larger pipe which is part of the stand for the junction boxes.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: BIMT-101

PID: BBBX61

Stamping: BIMT-101, 2010, JAX DIST Setting: Set in top of concrete monument

Description: To reach from the intersection of Heckscher Dr and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate.

Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Turn left and proceed southerly 0.7 miles to an area known as Navy Point and station location.

Observed: 2010-05-26T14:41:00Z

SECTION 00 31 21 Page 2

Designation: STJO-302

PID: BBCB02

Stamping: STJO 302 1991 JAX DIST Setting: Massive retaining walls

Description: To reach from the intersection of Heckscher Dr. and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate.

Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Continue west to pier. Mark is located near SW corner of bulkhead near most southerly bollard.

Observed: 2008-11-25T15:11:00Z

SECTION 00 31 21 Page 3

DESIGNATION - 872 0221 K TIDAL

PID - BC2397

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: TIDAL STATION DISK SET IN TOP OF CONCRETE MONUMENT SET

FLUSH WITH THE GROUND.

STAMPING: 0221 K 1984

MARK LOGO: NOS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - July 11, 2004

STATION DESCRIPTION BY FL DEPT OF NAT RES 1987 (RWH)

AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO 0.5 MILE

WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, GO 0.5 MILE

NORTHERLY ON FULTON ROAD TO THE MARK. THE MARK BEARS 29.8 FEET

SOUTHEAST OF THE CENTERLINE OF FULTON ROAD, 49.0 FEET NORTHEAST OF THE

CENTERLINE OF CHARLES BENNETT DRIVE, 17.7 FEET NORTHEAST OF A WOODEN

FENCE CORNER, 6.2 FEET SOUTHWEST OF A 2 FOOT BY 2 FOOT STONE COLUMN,

AND 1.3 FEET NORTHWEST OF A WOODEN FENCE. THE MARK IS 1.0 FT ABOVE

THE ROAD. THE MARK IS 1.9 E FROM A WITNESS POST.

STATION RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)

RECOVERED IN GOOD CONDITION. THE MARK IS IN THE SMALL COMMUNITY OF

BEACON HILLS.

NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.

SECTION 00 31 21 Page 4

DESIGNATION: ST JO 351 2009 JAX FL

PROCEED FROM INTERSECTION OF I295/S.R. 9A AND HECKSCHER DRIVE, 4.1 MI. SOUTH ON

HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK

BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE

345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD +/-170'.

POINT IS +/- 260' NORTH OF CENTERLINE OF GRAVEL ROAD, +/-75' WEST OF WEST TOP OF

LEVEE.

SECTION 00 31 21 Page 5

DESIGNATION: ST JO 352 2009 JAX FL

PROCEED FROM INTERSECTION OF I295/S.R. 9A AND HECKSCHER DRIVE, 4.1 MI. SOUTH ON

HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK

BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE

345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD 1 MILE'.

POINT IS +/- 65' NORTH OF NORTH TOP OF LEVEE.

SECTION 00 31 21 Page 6

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.

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

Elevations of tidal datums in the vicinity of the project area are provided in the following table.

All datum elevations in this table are referred to mean lower low water (MLLW) from the tidal epoch period of 1983 – 2001. The datums in Table 1 are based on values from the National Ocean Service (NOS) tidal benchmark for tide station 8720221 (Fulton, St Johns River, FL), located about 1,000 feet southeast of the project area. The controlling tide station for this station is 8720220 Mayport (Ferry Depot), FL and these datums were based off a 5-month analysis from 01 October 1977 to 28 February 1978. This tide station was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). Additional information on this and other nearby tide stations is available at this NOAA website:

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

Table 1. Tidal Datums Station 8720221 (Fulton, St. Johns River, FL)

Location: 30° 23.4' N, 81° 30.4' W Analysis Period: Oct. 1977 – Feb. 1978

Datum Elevation (ft-MLLW) Mean Higher-High Water (MHHW) 3.91 Mean High Water (MHW) 3.71 North American Vertical Datum of 1998 (NAVD) 2.36 Mean Sea Level (MSL) 1.93 Mean Tide Level (MTL) 1.90 Mean Low Water (MLW) 0.10 Mean Lower-Low Water (MLLW) 0.00

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

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

SECTION 00 33 50 Page 2

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:

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

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 (Station 63407) lies approximately 16 miles east of the St Johns River mouth. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014, at a station located in 15 meters (49 feet) of water relative to Mean Sea Level (MSL) at 30° 25' 12" N, 81° 15' 0" W.

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: https://www.ndbc.noaa.gov/.

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 subtropical, and temperatures below freezing occur rarely. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months 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 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.

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html http://wis.usace.army.mil/ https://www.ndbc.noaa.gov/ http://www.ncdc.noaa.gov/cdo-web/

SECTION 00 33 50 Page 3

2. The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The NOAA rain gage located closest to the project area is at Jacksonville Craig Municipal Airport, FL (USW00053860) at latitude 30° 20' 9.96” N, longitude 81° 30' 52.92" W. Data for this station is available online from the National Climatic Data Center, NOAA, for the period of record from 1981 through 2020 at: http://www.ncdc.noaa.gov/cdo-web/datatools/normals.

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 SUBMITTALS

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 Hydrographic Surveys

1.7 CONTRACTOR ACCESS AND USE OF PREMISES

1.7.1 MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND (MCSF-BI) ENTRY

CONTROL REGULATIONS

1.7.1.1 Access

1.7.1.2 No Smoking Policy

1.7.1.3 Cell Phone Usage

1.7.1.4 Contractor Vehicles

1.7.1.5 Security Requirements

1.8 PHOTOGRAPHY

1.9 LAYOUT OF WORK

1.9.1 Established Project Control

1.9.2 Layout

1.9.3 Survey

1.10 DAMAGE TO WORK

1.11 EXISTING WORK

1.12 ENTRY CONTROL PROCEDURES APPENDIX

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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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 U.S. Marine Corps Support Facility - Blount Island, Maintenance Dredging, 38-Foot Project, Duval County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Base project work consists of maintenance dredging at the Marine Corps Support Facility - Blount Island (MCSF-BI) from Station 0+00 to Station 56+09.1 with a 38-foot required Mean Lower Low Water (MLLW) maintenance depth plus two feet of allowable overdepth as shown on the drawings.

Option A project work consists of maintenance dredging the Berth 4 area, and Option B project work consists of maintenance dredging the Berth 3 area as shown in the drawings with a 7-foot required MLLW maintenance depth plus 1 foot of allowable overdepth. The placement location of the dredged material (excluding debris) for Base work and Options will be Dayson Island Disposal Area (D/A-D) as shown on the drawings. Additional work also includes environmental monitoring, turbidity and disposal monitoring, standby time, and partnering regroup.

1.2.2 Location

MCSF-BI is located approximately 15 miles northeast of downtown Jacksonville, Florida and nine miles west of the mouth of the St. Johns River. Blount Island is bordered to the north by St. Johns River and Fulton Cutoff Channel to the south.

1.2.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, Section 01 35 25 OWNER SAFETY REQUIREMENTS - DIVING and EM 385-1-1 .

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

SECTION 01 11 00 Page 2 that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

List Of Contact Personnel

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

1.5 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 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.

1.6.2 Weather, Water Stage and Tide Data

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

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

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

1.6.5 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. Conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, promptly move said plant on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work, SECTION 01 11 00 Page 3 promptly remove the plant, including ranges, buoys, piles, and other marks placed under the Contract in navigable waters or on shore.

1.6.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

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

1.7 CONTRACTOR ACCESS AND USE OF PREMISES

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Ensure that Contractor personnel employed on the activity become familiar with and obey activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless cleared by the Contracting Officer.

1.7.1 MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND (MCSF-BI) ENTRY

CONTROL REGULATIONS

1.7.1.1 Access

Marine Corps Support Facility Blount Island (MCSF-BI) has transitioned to the Defense Biometric Identification System (DBIDS). The DBIDS credential/pass is no cost to those requiring access to MCSF-BI for official business.

All contractors and vendors require sponsorship to come aboard MCSF-BI.

Before being granted access aboard MCSF-BI, contractors and vendors are required to possess a DBIDS credential/pass. The DBIDS credential/pass verifies that the contractor or visitor has official business on MCSF-BI, and that an Authorized Government Sponsor has sponsored them aboard MCSF-BI. The Sponsor's information will be provided to the Contractor after award. Contractor employees accessing Dayson Island Disposal Area (D/A-D) must go through the same badging process as specified for access to MCSF-BI and have their badges on them while at D/A-D.

Entry Control Procedures are defined in CmdO 5560.1F. Contractor employees and representatives performing work under this contract are required to be either United States citizens or documented legal residents (status verified by prime contractor). All Contractor employees must obtain the required employee and vehicle passes. Each employee is required to wear the Government issued badge over the front of the outer clothing. Failure to obtain security and base access passes will not be a cause for contract performance time extension. Immediately turn in all terminated employee's badges to the issuing office.

To request DBIDS, submit completed form MCSF PD 5512/2, available from the Contracting Officer. Background check typically takes 7 to 10 days.

SECTION 01 11 00 Page 4

Contact Pass & ID (Building 110, 904-696-3806) one week after DBIDS submission to check status. When background check is complete and favorable, present valid identification, such as a passport or Real ID Act compliant state driver's license, to pick up DBIDS credential.

Reasons why persons will be denied access to the installation are listed in MCIEAST-MCB CAMLEJO 5530.15B, section 3-3.

Throughout the length of the contract, the Contractor employee will continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible. An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification. The Government is the final authority.

Immediately report instances of lost or stolen badges to the Contracting Officer. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances: (1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials. (2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.7.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of NAVFAC Southeast except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.7.1.3 Cell Phone Usage

Cell phone usage on MCSF-BI while driving is strictly prohibited and violators will be ticketed. Make sure all employees and those of subcontractors are aware of this restriction.

1.7.1.4 Contractor Vehicles

All vehicles must display a valid state license plate and safety inspection sticker, if applicable, and must be maintained in good repair.

The company name must be displayed in a clearly visible manner and size on each Contractor vehicle used in the course of work. Registration, proof of insurance and driver's licenses are required to obtain a station vehicle pass.

1.7.1.5 Security Requirements

Comply with all Marine Corps Support Facility - Blount Island security instructions and directives.

1.8 PHOTOGRAPHY

The use of cameras, video recorders, mobile devices, wireless phones with cameras, etc. for the use of photography is not authorized without a valid

SECTION 01 11 00 Page 5 camera pass issued by the Physical Security Officer via the Security Manager. Contact MCSF-BI Installation Division to request camera passes.

Additionally, photography of any sensitive material marked For Official Use Only, Classified, or of security forces or apparatus is strictly prohibited. Photographing Maritime Pre-Positioning Force (MPF) vessels is also prohibited. Notify the Contracting Officer before any photographs are taken. After photographs are taken, provide the photographs to the Contracting Officer for approval.

1.9 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.

1.9.1 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 for MARINE CORPS

SUPPORT FACILITY - BLOUNT ISLAND AND DAYSON ISLAND DISPOSAL AREA.

1.9.2 Layout

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

1.9.3 Survey

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

The Contracting Officer may require that work be suspended at any time

SECTION 01 11 00 Page 6 when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.10 DAMAGE TO WORK

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

1.11 EXISTING WORK

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

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

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

1.12 ENTRY CONTROL PROCEDURES APPENDIX

SECTION 01 11 00 APPENDIX A -- Marine Corps Support Facility - Blount Island Command Order Entry Control Procedures (CmdO 5560.1F) (35 PAGES).

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Items 0001 and 0009)

1.4.2 Turbidity and Disposal Monitoring (Line Items 0003, 0011 and

0017)

1.4.3 Marine Animal Observer (Mechanical Dredging Only, Line Items

0004, 0012 and 0018)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0010 and 0016)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Bird Monitoring (Line Items 0005, 0013 and 0019)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Sturgeon Protected Species Observer (Cutterhead Dredging Only, Line Items 0006, 0014 and 0020)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Standby Time (Line Items 0007 and 0015)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Partnering Regroup (Line Item 0008)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

SECTION 01 22 00 Page 1

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SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.1.1 Reference

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

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

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

SECTION 01 22 00 Page 3 days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

1.4 JOB PAYMENT ITEMS

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

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

1.4.1 Mobilization and Demobilization (Line Items 0001 and 0009)

Payment will be made for costs associated with and incidental to mobilization and demobilization and establishment of initial project management and coordination. Payment for this line item in Option A will be made for mobilization and demobilization of additional equipment not required for the Base work. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity and Disposal Monitoring (Line Items 0003, 0011 and 0017)

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 Marine Animal Observer (Mechanical Dredging Only, Line Items 0004, 0012 and 0018)

Payment will be made for costs associated with or incidental to marine animal observers required when mechanical dredging, including clamshell dredging. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

SECTION 01 22 00 Page 4

1.5 UNIT PRICE PAYMENT ITEMS

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

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Items 0002, 0010 and 0016)

1.5.1.1 Payment

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

operations at the disposal area(s); foam reduction/elimination during outfall structure discharge; noise control; and debris removal. 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 acceptance 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 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. Provide 10 days advance notice, in writing, to the Contracting Officer of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity must include the volume within

SECTION 01 22 00 Page 5 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 Bird Monitoring (Line Items 0005, 0013 and 0019)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to bird monitoring. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.2 Measurement

Measurement will be based on the time the monitor is working on site within the dates required in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.3 Unit of Measure

Day.

1.5.3 Sturgeon Protected Species Observer (Cutterhead Dredging Only, Line Items 0006, 0014 and 0020)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to sturgeon protected species observer required when cutterhead dredging. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

1.5.3.2 Measurement

Measurement will be based on the time the observer is working on site within the dates required in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.3.3 Unit of Measure

Day.

1.5.4 Standby Time (Line Items 0007 and 0015)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to standby of dredge plant only upon implementation of this line item. Standby time is defined as when, at the direction of the Contracting Officer, the dredge is put out of operation for reasons outside the requirements in the contract.

1.5.4.2 Measurement

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

SECTION 01 22 00 Page 6 operation.

1.5.4.3 Unit of Measure

Hour.

1.5.5 Partnering Regroup (Line Item 0008)

1.5.5.1 Payment

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

1.5.5.2 Measurement

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

1.5.5.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

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

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Environmental reports.

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

SECTION 01 22 00 Page 7

3.1.2 Options and Modification CLINS

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

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

-- End of Section --

SECTION 01 22 00 Page 8

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 REQUIRED INSURANCE

1.4 PROJECT COORDINATION

1.4.1 Resident Management System (RMS)

1.5 PROJECT MEETINGS

1.6 PROJECT MEETINGS FORMAT

1.7 PRECONSTRUCTION CONFERENCE

1.7.1 Preconstruction Conference Minutes and Phone

1.7.2 Preconstruction Conference Submittals

1.7.2.1 Other Division 01 Submittals

1.7.2.2 Divisions 02 through 48 Submittals

1.7.3 Joint Risk Register

1.7.4 List of Subcontractors

1.8 PARTNERING

1.8.1 Initial Partnering Meeting

1.8.1.1 Contractor Responsibility

1.8.1.2 Tasks and Deliverables

1.8.2 Partnering Regroups

1.8.2.1 Contractor Responsibility

1.8.2.2 Tasks and Deliverables

1.8.3 Cancellation of Partnering Meeting or Regroup

1.9 NOTICE TO PROCEED

1.10 COORDINATION MEETING

1.11 PROGRESS MEETINGS

1.11.1 Progress Meeting Participants

1.12 CONTRACTOR PERFORMANCE EVALUATIONS

1.12.1 Training

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

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

DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL.

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Draft Joint Risk Register

List of Subcontractors

SD-07 Certificates

Partnering Meeting(s) Written Synopsis ; G, RO

Signature Authority

Drug-Free Work Place Record

Certificate Of Insurance

1.3 REQUIRED INSURANCE

a. The Contractor is required to, at its own expense, provide and maintain during the entire performance period of this contract at least the kinds and minimum amounts of insurance required in the following schedule:

(1) Workmen's Compensation. Amounts required by applicable jurisdictional statutes.

(2) Employer's Liability Insurance - $100,000.

(3) Comprehensive General Liability Insurance: Bodily Injury -

SECTION 01 30 00 Page 2

$500,000 per occurrence.

(4) Comprehensive Automobile Insurance: Bodily Injury - $200,000 each person, $500,000 each accident. Property Damage - $ 20,000 each accident.

b. Within 15 days after receipt of Notice of Award and before commencing work under this contract, provide notification ( certificate of insurance ) to the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance will contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest will not be effective (1) for such period as the laws of the State in which this contract is to be performed prescribe, or (2) until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

c. Insert the substance of this clause, including this paragraph c, in subcontracts under this contract and require subcontractors to provide and maintain the insurance required in paragraph a above.

Maintain a copy of all subcontractor's proofs of required insurance, and make copies available to the Contracting Officer upon request.

1.4 PROJECT COORDINATION

1.4.1 Resident Management System (RMS)

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

CONTRACTOR MODE (RMS CM).

1.5 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.

1.6 PROJECT MEETINGS FORMAT

All project meetings will occur face-to-face or virtually, the default format will be face-to-face. The Contracting Officer will approve or request virtual meeting when a face-to-face meeting format can not be used. Meetings at Contractor's facility will have systems capabilities for both audio and video. The audio and video system must provide for full coverage of the conference room.

1.7 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE of Section

SECTION 01 30 00 Page 3

00700 CONTRACT CLAUSES in Volume 1. Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP). (Refer to subparagraph PRECONSTRUCTION CONFERENCE SUBMITTALS below.) Contracting Officer will notify Contractor of time, place, and agenda. Notify key subcontractors and suppliers to attend. Contracting Officer will discuss contract ground rules and general issues including:

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

1.7.1 Preconstruction Conference…