B.08 22B0004_TampaEgmont_RTA_Vol2_220323.pdf

W912EP22B0004

Jacksonville District

Tampa Harbor Maintenance Dredging

45-Foot Project- Egmont Channel Cuts 1 & 2

43-Foot Project – Mullet Key Channel & Cut-A

(TB)

Hillsborough County, Florida

Construction Solicitation and Specifications

Volume 2 of 2

See Volume 1 of 2 for issue date

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 02 - EXI STI NG CONDI TI ONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

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

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Designation: R POWERS

PID: BBDR33

Stamping: R POWERS 2014 JAX DIST

Setting: Mat foundation or concrete slab other than pavement

Description: Station is located at the southwest tip of Mullet Key in Fort Desoto Park, St. Petersburg, Pinellas County, Florida. To reach from the north side of parking lot for Fort Desoto, proceed up concrete walkway to top of fort, between two sets of observation binoculars at approximate center of fort. Mark is set in a 2.5 x 2.0 ft concrete pad, 8.3 ft east of east handrail, 0.5 ft south of north edge of concrete pad and 0.5 ft east of west edge of concrete pad and is a standard Corps of Engineers disk.

00 31 21 CONTROL MONUMENTS DESCRIPTION

00 31 21 Page 1

DESIGNATION - 872 6364 B TIDAL

PID - AG9426

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/PINELLAS

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: 6364 B 1990

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 28, 2000

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1990

THE BENCHMARK IS LOCATED IN THE FORT DESOTO COUNTY PARK (PINELLAS COUNTY).

TO REACH THE BENCHMARK FROM THE INTERSECTION OF 1ST AVENUE NORTH AND 4TH

STREET IN ST. PETERSBURG (POST OFFICE), GO WEST 2.5 MI ON 1ST AVENUE NORTH TO

34TH STREET (U S HIGHWAY 19), THEN GO SOUTH ON U S HIGHWAY 19, 3.6 MI TO

PINELLAS BAYWAY (STATE ROAD 682) TURN RIGHT GO WEST 2.3 MI ON STATE ROAD 682

TO THE INTERSECTION OF STATE ROAD 679. TURN LEFT GO SOUTH 6.6 MI ON STATE

ROAD 679 TO ANDERSON BOULEVARD, TURN RIGHT GO SOUTHWEST 1.1 MI ON ANDERSON

BOULEVARD TO A PAVED ROAD (NO NAME) LEADING TO FORT DESOTO PARK PARKING AREA

AND FISHING PIER AND THE MARK ON THE LEFT. 72.5 FT SOUTHEAST OF A PAVED

ROAD, 63.1 FT NORTHWEST OF THE NORTH EDGE OF A PARKING LOT, 4.2 FT NORTHWEST

OF THE SOUTHWEST CORNER OF THE PARK SIGN, 239.9 FT NORTHEAST OF THE EAST EDGE

OF THE SOUTHWEST ENTRANCE TO THE PARKING LOT.

STATION RECOVERY (2000)

RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM)

RECOVERED IN GOOD CONDITION WITH THIS CHANGE THE FISHING PIER IS NOW CALL BAY

PIER AND IS 4.2 FT SOUTHWEST (NOT NORTHWEST) OF THE SOUTHWEST CORNER OF THE

BAY PIER SIGN.

STATION RECOVERY (2001)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)

THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.

00 31 21 Page 2

DESIGNATION - 872 6367 C TIDAL

PID - AG7401

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/PINELLAS

MARKER: TIDAL STATION DISK SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: CONCRETE CULVERT

STAMPING: 6367 C 1976

MARK LOGO: NOS

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

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

OBSERVATIONS - October 01, 2004

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1982

16 MI SW FROM ST PETERSBURG.

THE MARK IS LOCATED AT THE FORT DESOTO PARK FISHING PIER (EASTERN PIER)

PARKING AREA. THE MARK BEARS 25.0 FEET WEST OF THE CENTERLINE OF THE EAST

ENTRANCE ROAD TO THE PARKING AREA, 89.5 FEET SOUTH OF THE JUNCTION OF THE

ENTRANCE ROAD WITH THE PARK ROAD, 87.0 FEET EAST OF A FIRE HYDRANT, AND 67

FEET NORTH OF THE NORTH EDGE OF THE PARKING LOT.

THE MARK IS 1 FT BELOW ROAD.

STATION RECOVERY (2004)

RECOVERY NOTE BY US POWER SQUADRON 2004

THE MARK IS 2 FEET SOUTH OF THE NORTH END OF A CONCRETE HEADWALL.

00 31 21 Page 3

Designation: TAMPA HYDRO FIELD OFFICE ARP

A.K.A.: THFO ARP

PID: BBGK81

Stamping: N/A

Stability: Monuments of questionable or unknown reliability

Description: Station is at the U.S. Coast Guard Station St. Petersburg, Florida. Station is more specifically located at the US Army Corps of Engineers, Jacksonville District, Tampa

Hydrographic Field Office. Station is operated by the USACE Hydrographic Survey Section. The Antenna is mounted to the NW corner of the boat storage building above the roof.

00 31 21 Page 4

DESIGNATION - EDD 60

PID - AG5298

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/PINELLAS

MARKER: SURVEY DISK SET IN A RETAINING WALL OR SEAWALL

STAMPING: EDD 60 1935 8.242 M.S.L.

MARK LOGO: USACE

MAGNETIC: NO MAGNETIC MATERIAL

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

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

OBSERVATIONS - August 22, 2009

STATION DESCRIPTION

DESCRIBED BY COAST AND GEODETIC SURVEY 1966

AT ST. PETERSBURG, NEAR THE SOUTHWEST CORNER OF THE ALBERT WHITTED MUNICIPAL

AIRPORT, NEAR THE NORTHEAST CORNER OF THE HOUSING AREA OF THE UNIVERSITY OF

SOUTH FLORIDA BAY CAMPUS, IN THE TOP NEAR THE NORTHEAST CORNER OF CONCRETE

SEA WALL, 3.6 FEET EAST OF THE WEST END OF THE SEA WALL, 1.1 FEET NORTH OF

THE NORTH END OF THE NORTH-SOUTH SEA WALL AND ABOUT 1 FOOT ABOVE THE PARKING

AREA.

STATION RECOVERY (2015)

RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RN)

RECOVERED IN GOOD CONDITION.

00 31 21 Page 5

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

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

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and Tables 1 – 2. These data are referred to mean lower-low water (MLLW) from the tidal epoch period of 1983

– 2001. Additional tidal data on stations in the vicinity of the subject project area can be found at the following website: https://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida.

The elevations in Table 1 were taken from NOAA’s Tide Station 8726364 (Mullet Key, FL) and are based on a controlling tide station near St. Petersburg, Florida (NOAA Tide Station 8726520). These datums are based on a one-year analysis from June 1990 – May 1991 from the Mullet Key tide gauge roughly 200 feet northeast of Egmont Cut-2. These values are applicable to dredging operations in the vicinity of Mullet Key. Table 2 presents datums taken from NOAA’s Tide Station 8726347 (Egmont Key, FL) and are based on a controlling tide station near Clearwater Beach, Florida (NOAA Tide Station 8726724). These elevations are based on a six-month analysis from June 1990 – November 1990 from the Egmont Key tide gauge which is located approximately 200 feet south of Egmont Cut-2. These water levels are applicable to dredging operations in the vicinity of Egmont Key.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1 https://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida

Figure 1. NOAA Tide Stations in the Vicinity of Egmont Key, Florida

Table 1. Datums from NOAA Station 8726364 (Mullet Key, FL)

Location: 27° 36.9' N, 82° 43.6' W Analysis Period: June 1990 – May 1991

Datum Elevation (ft-MLLW) Highest Observed (12/3/1990) 3.42 Mean Higher-High Water (MHHW) 2.08 Mean High Water (MHW) 1.83 North American Vertical Datum of 1998 (NAVD) 1.53 Mean Sea Level (MSL) 1.11 Mean Tide Level (MTL) 1.09 Mean Low Water (MLW) 0.35 Mean Lower-Low Water (MLLW) 0.00 Lowest Observed (1/19/1977) -2.16

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2

Table 2. Datums from NOAA Station 8726347 (Egmont Key, FL)

Location: 27° 36.1' N, 82° 45.6' W Analysis Period: June 1990 – Nov. 1990

Datum Elevation (ft-MLLW) Highest Observed (-) - Mean Higher-High Water (MHHW) 2.15 Mean High Water (MHW) 1.90 North American Vertical Datum of 1998 (NAVD) 1.59 Mean Sea Level (MSL) 1.16 Mean Tide Level (MTL) 1.14 Mean Low Water (MLW) 0.38 Mean Lower-Low Water (MLLW) 0.00 Lowest Observed (-) -

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area, are included in the publication East Coast of North and South America Tide Tables, United States (U.S.) Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean tide levels, diurnal tide ranges, and some astronomical data (sunrise, sunset, moonrise, and moonset). Of note, tidal data provided in this publication is also listed at the following website:

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

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

i. U.S. Coast Pilot Volume 5, Gulf of Mexico, Puerto Rico, and Virgin Islands, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or on the following website: https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

ii. U.S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database is a wave hindcast database for various stations located along the U.S. Atlantic and Gulf of Mexico coastlines. WIS Station 73270 is in 10.0 meters (32.8 ft) of water at 27° 36.0' N, 82° 54.0' W. This station is located approximately 9 miles west of the project site. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period of 1980 – 2014. The following website provides links to WIS summary tables and plots, as well as other sources of wave data:

http://wis.usace.army.mil/.

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

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 3 https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml

c) Weather Conditions. The project area is subject to tropical systems June through November and to windy and rainy weather any time of the year. The climate of the area is essentially tropical, as temperatures below freezing are seldom. During the wet season (May through October), rainfall events are usually short and sporadic and closely associated with convective activity. Winter months generally constitute the dry season, where rainfall is typically associated with mid-latitude, or extratropical, systems and distributed in a more spatially uniform pattern. Daily rainfall events in the dry season are occasionally heavy when mid-latitude systems impact southwest Florida. Notably, hazardous thunderstorms can occur in this area at any time of the year.

It is the contractor's responsibility to obtain information concerning weather conditions in the project area.

The Climate Data Online website (https://www.ncdc.noaa.gov/cdo-web/) published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological data relevant to this region. Available data includes quality-controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 15- to 30-year climate normals.

NOAA’s Climate Data Online website includes Monthly Normals (average values) for temperature, precipitation, and other climatological information over three periods: 1981-2010, 1991-2020, and 2006- 2020. NOAA’s St. Petersburg Albert Whitted Airport, FL station (ID USW00092806) is closest to the project area and lies roughly 14 miles northeast of the project site at 27° 45.8' N, 82° 37.6' W. The most applicable period for data at this site is likely 2006-2020 and is found at the following website:

https://www.ncei.noaa.gov/maps/normals/.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 4 http://www.ncdc.noaa.gov/cdo-web/ https://www.ncei.noaa.gov/maps/normals/

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 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 USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Tampa Harbor Maintenance Dredging 45-Foot Project- Egmont Channel Cuts 1 & 2 43-Foot Project – Mullet Key Channel & Cut-A (TB), Hillsborough County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project work consists of a base and two options. The base of work includes maintenance dredging from Egmont-Cut-1 station 460+00 through Cut-A (TB) station 51+00. Option A work includes maintenance dredging the locations shown on the drawings within Egmont Cut-1 from station 122+00 to 368+00. Option B work includes maintenance dredging the locations shown on the drawings within Egmont Cut-1 from station 368+00 to 460+00. All dredging areas will incorporate 2 feet of allowable overdepth. Dredged material will be placed in the designated beach disposal area on Egmont Key. Additional work includes turbidity monitoring, sea turtle trawl sweeping and relocation, environmental species monitoring, vibration monitoring, and beach tilling.

1.2.2 Location

The project is located in Tampa Harbor, Hillsborough County, Florida.

1.2.3 Safety Requirements

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

Dredging in the project area may cause the release of hydrogen sulfide (H2S) gas. Requirements for hydrogen sulfide are found in OSHA regulations indicated in paragraphs CONFINED SPACE ENTRY REQUIREMENTS (PART 1) and WORK IN CONFINED SPACES (PART 3) of Section 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

SECTION 01 11 00 Page 2

CONTRACT CLAUSES in Volume 1.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 Physical Conditions

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

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

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

1.5.4 Maritime Traffic

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

1.5.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

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

SECTION 01 11 00 Page 3

1.6 LAYOUT OF WORK

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

1.6.1 Established Project Control

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

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

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

1.6.3 Survey

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

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

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not

SECTION 01 11 00 Page 4 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.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Items 0003, 0015, and 0022)

1.4.3 Environmental Species Monitoring (Line Items 0004, 0016, and

0023)

1.4.4 Mobilization and Demobilization for Sea Turtle Trawl Sweeping

(Hopper Dredge Only, Line Item 0005)

1.4.5 Construction/Vibration Control and Monitoring (Line Item 00013)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0014, and 0021)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sea Turtle Trawl Sweeping (Hopper Dredge Only, Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Standby Time (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Beach Tilling (Line Items 0008, 0017, and 0024)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Remediation of Noncompliant Material (Line Items 0009, 0018, and 0025)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Screening (Line Items 0010, 0019, and 0026)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Removal of Unacceptable Material (Line Items 0011, 0020, and

0027)

1.5.7.1 Payment

1.5.7.2 Measurement

SECTION 01 22 00 Page 1

1.5.7.3 Unit of Measure

1.5.8 Partnering Regroup (Line Item 0012)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.1.1 Reference

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (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, will be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

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

1.4.1 Mobilization and Demobilization (Line Item 0001)

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

1.4.2 Turbidity Monitoring (Line Items 0003, 0015, and 0022)

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

1.4.3 Environmental Species Monitoring (Line Items 0004, 0016, and 0023)

Payment will be made for costs associated with and incidental to environmental species observers. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

SECTION 01 22 00 Page 4

1.4.4 Mobilization and Demobilization for Sea Turtle Trawl Sweeping (Hopper Dredge Only, Line Item 0005)

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

1.4.5 Construction/Vibration Control and Monitoring (Line Item 00013)

Payment will be made for costs associated with or incidental to the protection of existing structures from construction activities and monitoring. Vibration monitoring will be required, as determined by the contracting officer, when disposing of material near battery McIntosh.

See Section 02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING

STRUCTURES.

1.5 UNIT PRICE PAYMENT ITEMS

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

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Items 0002, 0014, and 0021)

1.5.1.1 Payment

a. Payment will be made for costs associated with and incidental to excavation, transportation, and beach disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; and debris removal. See Sections 35 20 23 DREDGING and

01 57 20 ENVIRONMENTAL PROTECTION.

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 and 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

SECTION 01 22 00 Page 5 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 will 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 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 Trawl Sweeping (Hopper Dredge Only, Line Item 0006)

1.5.2.1 Payment

Payment will be made for costs associated with and incidental to the Sea Turtle Trawl Sweeping. This price includes all costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to clear and/or relocate sea turtles from in the vicinity of the dredge, and the cost of reporting as specified. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.5.2.2 Measurement

Sea Turtle 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. Conduct trawl sweeping as described in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.3 Unit of Measure

Day.

1.5.3 Standby Time (Line Item 0007)

1.5.3.1 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.

SECTION 01 22 00 Page 6

1.5.3.2 Measurement

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

1.5.3.3 Unit of Measure

Hour.

1.5.4 Beach Tilling (Line Items 0008, 0017, and 0024)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to Beach Tilling. See Section 01 57 20 ENVIRONMENTAL PROTECTION and Section

35 20 23 DREDGING.

1.5.4.2 Measurement

Measurement will be by the area tilled. Measurement methods will be approved of by the Contracting Officer.

1.5.4.3 Unit of Measure

Acre.

1.5.5 Remediation of Noncompliant Material (Line Items 0009, 0018, and 0025)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to remediation of noncompliant material found on the beach disposal template and determined by the Contracting Officer to have originated from within the excavation area only. Remediation procedures for noncompliant material are indicated in paragraph QUALITY CONTROL FOR BEACH DISPOSAL of Section 35 20 23 DREDGING. No payment will be made for remediation of noncompliant material resulting from over excavation or excavation outside the limits of the channel. No payment will be made for removal of rock greater than 2.5 inch from the beach (see line item "Screening" below).

If performance of this line item is not required or implemented per Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item. See Section 35 20 23 DREDGING.

1.5.5.2 Measurement

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

1.5.5.3 Unit of Measure

Acre.

SECTION 01 22 00 Page 7

1.5.6 Screening (Line Items 0010, 0019, and 0026)

1.5.6.1 Payment

Payment will be made for costs associated with or incidental to separation of any material greater than 2.5 inches in diameter by a method to be determined by the Contractor and approved by Contracting Officer. See Section 35 20 23 DREDGING.

1.5.6.2 Measurement

Separation of material greater than 2.5 inches in diameter will be measured for payment by the dredging quantity satisfactorily excavated.

The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity screened.

1.5.6.3 Unit of Measure

Cubic yard.

1.5.7 Removal of Unacceptable Material (Line Items 0011, 0020, and 0027)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to removal of unacceptable material after it has been screened from the beach disposal template and determined by the Contracting Officer. Unacceptable material may be disposed of on Egmont Key at a location approved of by the Contracting Officer. Removal procedures for unacceptable material shall be of the Contractor's own design and ensure the quality of material placed. If performance of this line item is not required or implemented per Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.7.2 Measurement

Removal and disposal of unacceptable material will be measured for payment by the volume of trucking and disposal. The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity disposed.

1.5.7.3 Unit of Measure

Cubic yard.

1.5.8 Partnering Regroup (Line Item 0012)

1.5.8.1 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.

1.5.8.2 Measurement

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

SECTION 01 22 00 Page 8

1.5.8.3 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.

g. Progress photographs.

h. Working/current as-built drawings.

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

3.1.2 Options and Modification CLINS

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

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

-- End of Section --

SECTION 01 22 00 Page 9

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

1.3.3 Inspections by Others

1.4 PROJECT MEETINGS

1.5 PROJECT MEETINGS FORMAT

1.6 PRECONSTRUCTION CONFERENCE

1.6.1 Preconstruction Conference Minutes and Phone

1.6.2 Preconstruction Conference Submittals

1.6.2.1 Other Division 01 Submittals

1.6.2.2 Divisions 02 through 48 Submittals

1.6.3 Joint Risk Register

1.6.4 List of Subcontractors

1.7 PARTNERING

1.7.1 Initial Partnering Meeting

1.7.1.1 Contractor Responsibility

1.7.1.2 Tasks and Deliverables

1.7.2 Partnering Regroups

1.7.2.1 Contractor Responsibility

1.7.2.2 Tasks and Deliverables

1.7.3 Cancellation of Partnering Meeting or Regroup

1.8 NOTICE TO PROCEED

1.9 COORDINATION MEETING

1.10 PROGRESS MEETINGS

1.10.1 Progress Meeting Participants

1.11 CONTRACTOR PERFORMANCE EVALUATIONS

1.11.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

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

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

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

CONTRACTOR MODE (RMS CM).

1.3.2 Access by Others

Maintain access to power poles and other items owned or operated by utility companies. Coordinate with utility companies as required for line marking, hookups, and relocations as needed to perform work. Incoming electrical utilities become the responsibility of Contractor at transformers. Coordinate emergency incident response with local law

SECTION 01 30 00 Page 2 enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.3.3 Inspections by Others

During construction period, inspection or maintenance work will be performed by others within the construction limits. The Contractor will be responsible for neatly mowing all grass and vegetation (not to include established trees or other protected vegetation designated as wetland areas) within the construction limits for the duration of the Contract.

Areas not accessible to mowers must be edged or trimmed neatly. Mowing or trimming must be performed every three weeks or when vegetation exceeds twelve inches in height.

1.4 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

-- Preconstruction Conference -- Partnering Meeting -- Partnering Regroup Meetings -- Coordination Meeting -- Preparatory and Initial Phase meeting for each feature of work -- Project Progress Meetings

Project meetings are described in detail in subparts below.

1.5 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.

1.6 PRECONSTRUCTION CONFERENCE

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

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

SECTION 01 30 00 Page 3

-- Joint Risk Management Processes

1.6.1 Preconstruction Conference Minutes and Phone

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

1.6.2 Preconstruction Conference Submittals

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

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

1.6.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

-- Project Schedule - See Section 01 32 01 PROJECT SCHEDULE -- Diving Plan - See Section 01 35 25 OWNER SAFETY REQUIREMENTS -

DIVING

-- Accident Prevention Plan - See Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS

-- Quality Control Plan - See Section 01 45 05 DREDGING/BEACH FILL

PLACEMENT - CONTRACTOR QUALITY CONTROL

-- Temporary Facilities Plan - See Section 01 50 02 TEMPORARY

CONSTRUCTION FACILITIES

-- Environmental Protection Plan - See Section 01 57 20

ENVIRONMENTAL PROTECTION

1.6.2.2 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.

1.6.3 Joint Risk Register

Request a sample template from Contracting Officer or receive Government approval for a Contractor's template form prior to submission. Submit draft joint risk register no later than 30 calendar days after Notice to Proceed. The draft template must be project oriented with potential joint risks that will become topics of discussions for the initial partnering meeting.

SECTION 01 30 00 Page 4

1.6.4 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 RMS Schedule, submit a list of subcontractors with company name, person to contact, street address, mail address, phone number, type of specialty and estimated subcontract quote no later than 30 calendar days after Notice to Proceed.

1.7 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…