B.08.02 W912EP20B0015_RTA_Vol2_SunnyIsles2020.pdf

W912EP20B0015

Jacksonville District

BEACH EROSION CONTROL

AND HURRICANE PROTECTION PROJECT

BEACH RENOURISHMENT – SUNNY ISLES 2020

MIAMI-DADE COUNTY, FLORIDA

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

Beach Erosion Control and Hurricane Protection Project Beach Renourishment-Sunny Isles 2020, Miami-Dade County, Florida

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

01 33 00 SUBMITTAL PROCEDURES

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 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 TRAFFIC CONTROL

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 32 - EXTERI OR I MPROVEMENTS

32 93 00 COASTAL VEGETATION PLANTING

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

35 30 00 BEACH FILL (TRUCK HAUL)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21

DESIGNATION - IWDA 7 RM 1

PID - AC2387

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/MIAMI-DADE

MARKER: SURVEY DISK SET IN A MASSIVE RETAINING WALL

SP_SET: RETAINING WALL

STAMPING: I.W.D.A. 7 RM 1

MARK LOGO: USACE

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - May 10, 2018

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1990

1.0 MI NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE) FROM THE

INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOUR, IN TOP OF

AND 24.3 FT EAST OF THE WEST END OF A CONCRETE SEAWALL ALONG THE NORTH

SIDE OF A PARKING LOT AT HAULOVER BEACH PARK, 180.8 FT WEST OF THE SECOND

PIER SOUTH OF THE NORTH END OF THE HIGHWAY BRIDGE SPANNING BAKERS

HAULOVER INLET, 57.1 FT NORTHWEST OF A UTILITY LIGHT POLE, 35.4 FT NORTH

OF THE SOUTH FACE OF A RETAINING WALL, AND 0.7 FT ABOVE THE LEVEL OF THE

PARKING LOT.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993

1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)

FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL

HARBOR, IN TOP OF AND 7.4 M (24.3 FT) EAST OF THE WEST END OF A

CONCRETE SEAWALL ALONG THE NORTH SIDE OF A PARKING AREA FOR HAULOVER

BEACH PARK, 55.1 M (180.8 FT) WEST OF THE 2ND PIER SOUTH OF THE NORTH

END OF A HIGHWAY BRIDGE SPANNING BAKER HAULOVER INLET, 17.4 M (57.1

FT) NORTHWEST OF A UTILITY LIGHT POLE, 10.8 M (35.4 FT) NORTH OF THE

SOUTH FACE OF A RETAINING WALL, AND 0.2 M (0.7 FT) ABOVE THE GROUND

SURFACE.

STATION RECOVERY NOTE BY DADE COUNTY FLORIDA 2018 (SAR)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21

DESIGNATION - R 26

PID - AC4653

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/MIAMI-DADE

MARKER: SURVEY DISK SET IN A MASSIVE RETAINING WALL

SP_SET: RETAINING WALL

STAMPING: R 26 74 DADE CO

MARK LOGO: FLDNR

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 09, 2019

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1990

1.1 MI NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE) FROM THE

INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOUR, THENCE

0.1 MI EASTERLY ALONG THE HAULOVER BEACH ENTRANCE ROAD, IN A CONCRETE

RETAINING WALL ALONG THE EAST SIDE OF A PAVED ROAD, 357.3 FT SOUTH OF THE

CENTER OF THE HAULOVER FISHING PIER, 131.6 FT EAST OF THE CENTER OF THE

MAIN ROAD LEADING THROUGH THE PARK, 81.7 FT SOUTH OF UTILITY POLE NUMBER

2464 HMV 7, 79.7 FT NORTH OF THE NORTH END OF A CONCRETE WALL, 59.4 FT

NORTH OF CONCRETE UTILITY POLE NUMBER 2464 HMV 6, AND 6.6 FT EAST OF AND

LEVEL WITH THE ROAD CENTER.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993

1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)

FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,

THENCE 0.1 KM (0.05 MI) EASTERLY ALONG HAULOVER BEACH PARK ENTRANCE

ROAD, IN A CONCRETE RETAINING WALL ALONG THE EAST SIDE OF A PAVED

ROAD, 108.9 M (357.3 FT) SOUTH OF THE CENTER OF HAULOVER FISHING

PIER, 40.1 M (131.6 FT) EAST OF THE CENTER OF THE MAIN ROAD LEADING

THROUGH THE PARK, 24.9 M (81.7 FT) SOUTH OF UTILITY POLE NUMBER 2464

HMV 7, 24.3 M (79.7 FT) NORTH OF THE NORTH END OF A CONCRETE WALL,

18.1 M (59.4 FT) NORTH OF UTILITY POLE NUMBER 2464 HMV 6, AND 2.0 M

(6.6 FT) EAST OF AND LEVEL WITH THE ROAD CENTER.

STATION RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21

Designation: RENE PEREZ PE

PID: BBFB08

Stamping: RENE PEREZ PE 2015 JAX DIST

Stability: May hold, commonly subject to ground movement

Setting: Set in top of concrete monument

Description: LOCATED ADJACENT TO HAULOVER BEACH PARK, ON THE NORTH SIDE OF

HAULOVER INLET.

MONUMENT IS A STANDARD USACE BRASS DISK SET ON A 36 INCH LONG BY 1-

1/2 INCH DIAMETER IRON PIPE, SURROUNDED BY CONCRETE AND A 6 INCH PVC

COLLAR.

MARK LIES 96.2 FEET SOUTHEAST OF THE SOUTHEAST POST OF A LIFEGUARD

TOWER, 110.5 FEET WEST OF A POSTED WARNING SIGN, AND APPROXIMATELY

14 FEET NORTH OF THE NORTHERN EDGE OF THE ROCK JETTY DEFINING THE

INLET.

SECTION 00 31 21

SECTION 00 31 21

DESIGNATION - BRUCE 2

PID - AA5493

FBN - This is a Federal Base Network Control Station.

STATE/COUNTY- FL/MIAMI-DADE

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD IN SLEEVE (>10 FT.)

STAMPING: BRUCE 2 1995

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - September 16, 2019 ROD/PIPE-DEPTH: 40.2 meters SLEEVE-DEPTH: 3 meters

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1995 (RLT)

THE STATION IS IN VIRGINIA KEY, NEAR THE 1ST ENTRANCE ROAD TO THE

SUNDAY ON THE BAY RESTAURANT AND DOCKSIDE BAR. TO REACH THE STATION FROM

THE TOLL BOOTH FOR THE RICKENBACKER CAUSEWAY ON THE EAST SIDE OF MIAMI,

GO EAST-SOUTHEAST FOR 3.65 MI CROSSING THE BEAR CUT BRIDGE TO THE STATION

ON THE LEFT IN THE MEDIAN OF THE RICKENBACKER CAUSEWAY, A STAINLESS STEEL

ROD DRIVEN TO REFUSAL AT A DEPTH OF 58.8 FT, WITH A LOGO CAP RECESSED 0.1

FT BELOW THE LEVEL OF THE GROUND. LOCATED 63.7 FT WEST OF AND ACROSS THE

WESTBOUND LANES OF THE RICKENBACKER CAUSEWAY FROM A LIGHT POLE NUMBER 8

7551 4145 06, 35.0 FT EAST-NORTHEAST OF THE NORTHEAST EDGE OF THE

PAVEMENT OF THE SOUTHBOUND LANES OF THE RICKENBACKED CAUSEWAY, 6.0 FT

WEST-NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF THE NORTHBOUND

LANES OF THE RICKENBACKED CAUSEWAY AND 1.0 FT NORTHEAST OF A CARSONITE

WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO

CAP.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)

RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. THE STATION IS

LOCATED 94.00 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A 5.2 FT x 5.2 FT

CONCRETE STORM DRAIN.

STATION RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)

LOGO CAP MISSING. ROD AND SLEEVE REMAIN IN GRASSY MEDIAN.

STATION RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2019 (DWD)

STATION RECOVERED DURING THE COURSE OF A TOPOGRAPHIC SURVEY FOR THE

INTERSECTION FRONTING MIAMI-DADE COUNTY FIRE STATION NUMBER 15.

SECTION 00 31 21

DESIGNATION: 872 3165 B

BENCH MARK STAMPING: 3165 B 1985

MONUMENTATION: TIDAL STATION DISK

AGENCY: NATIONAL OCEAN SERVICE (NOS)

SETTING CLASSIFICATION: CONCRETE SEA WALL

OPUS PID: BBFR06

NGS PID: N/A

THE BENCH MARK IS A DISK SET FLUSH IN THE CENTER OF THE TOP OF THE

CONCRETE SEAWALL CAP WHICH IS PARALLEL TO PORT BOULEVARD ON THE NORTH

SIDE OF MIAMARINA, 237 FT WEST ALONG THE SEAWALL FROM ITS EAST

CORNER, 120 FT EAST OF THE INSIDE WEST CORNER OF THE SEAWALL AT THE

NW CORNER OF THE MARINA, 37 FT SOUTH OF THE CENTERLINE OF THE

EASTBOUND LANE OF PORT BOULEVARD, AND 9.7 FT SOUTH OF THE NORTH EDGE

OF THE ASPHALT SIDEWALK ALONG THE SEAWALL.

BEACH EROSION CONTROL AND HURRICANE PROTECTION PROJECT

SECTION 00 33 50 Page 1

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

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

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide station shown in Figure 1 and Table 1. These data are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 – 2001 and are based on a controlling tide station near Miami Beach, Florida (NOAA Tide Station 8723170). Additional tidal data on stations in the vicinity of the subject project area can be found at the following website:

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

The elevations in Table 1 are taken from NOAA’s Tide Station 8723050 (North Miami Beach FL).

These datums are based on a 12-month analysis from May 1973 – April 1974 from a point on the Atlantic Coast at the Newport Fishing Pier in the City of Sunny Isles.

SECTION 00 33 50 Page 2

Figure 1. NOAA Tide Stations in the Vicinity of Sunny Isles, Miami-Dade County, Florida

Table 1. Datums from NOAA Station 8723050 (North Miami Beach, FL)

Location: 25° 55.8' N, 80° 7.2' W Analysis Period: May 1973 – Apr 1974

Datum Elevation (ft-MLLW)

Mean Higher-High Water (MHHW) 2.76

Mean High Water (MHW) 2.65 North American Vertical Datum of 1998 (NAVD) 2.38 Mean Sea Level (MSL) 1.42 Mean Tide Level (MTL) 1.41 Mean Low Water (MLW) 0.16

Mean Lower-Low Water (MLLW) 0.00

SECTION 00 33 50 Page 3

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

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

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 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.

2. U.S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database is a wave hindcast database for various stations located along the U.S.

Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station 63469 is located in roughly 296.0 meters (m) of water relative to the Mean Sea Level (MSL) datum (i.e. 971.1 feet [ft] MSL) at 25° 55.2' N, 79° 55.2' W. This station lies approximately 12.5 miles east of the Sunny Isles. 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/.

3. 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 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 northeast Florida.

Notably, hazardous thunderstorms can occur in this area at any time of the year.

1. It is 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/)

SECTION 00 33 50 Page 4 published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological data relevant to this region. Available data include quality-controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 30-year climate normals.

NOAA’s Climate Data Online website also includes 1981 – 2010 Monthly Normals at the following website: http://www.ncdc.noaa.gov/cdo-web/datatools/normals. This product provides monthly average values for temperature, precipitation, and other information. NOAA’s Miami Beach, FL station (ID USW00092811) lies roughly 8.0 miles south of Sunny Isles at 25° 48.4' N, 80° 8.0' W, where monthly normal rainfall data are provided over the period of record from January 2010 to December 2010.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Restrictions

1.3.4.1 Delivery of material

1.3.4.2 Work on the Beach

1.3.4.3 Staging Areas for Construction Equipment on the Beach

1.3.5 Work Performed by Others

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Weather, Water Stage and Tide Data

1.6.2 Contractor Investigation

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

1.9 EXISTING WORK

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

1.10.1 Contractor Responsibility

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

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

b. Unusually severe weather is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved. Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The project will renourish eroded shoreline along Sunny Isles Beach in Miami-Dade County, Florida between FDEP Range Monuments R-7 and R-19.3.

The berm extends 110 feet at elevation of +6.1 ft NAVD88 with a foreshore slope of 1V:10H to tie into existing grade. The berm is measured perpendicular from the Construction Baseline (CBL), which for this project is the same as the Erosion Control Line (ECL). The beach template described above includes a +0.5 foot high tolerance allowance. Sand for the project will be sourced from an upland mine and truck hauled to the beach fill area. The upland source will be selected by the Contractor meeting criteria required in Section 35 30 00 BEACH FILL and will be listed as approved within environmental resource agency permits. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.3.2 Location

The project is located at Miami Dade County, Florida.

1.3.3 Safety Requirements

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

SECTION 01 11 00 Page 2

1.3.4 Work Restrictions

Work will be permitted 7 days per week. Absolutely no work will be permitted at the staging and access areas from 11:00 pm until 6:00am. The contractor shall only use the access areas shown on the drawings and described herein. Any additional access or staging areas needed by the Contractor will need to be approved by the Contracting Officer and coordinated with the City of Sunny Isles at the Contractor's expense. The Contractor shall not operate or store equipment beyond the limits of construction shown on the drawings. All construction equipment shall yield to emergency vehicles in transit as needed throughout the duration of the project.

1.3.4.1 Delivery of material

Delivery of the material from the Contractor's selected source to the designated staging and access areas shown on the drawings will be permitted between the hours of 6:00 am to 11:00 pm.

1.3.4.2 Work on the Beach

No work shall be performed seaward of the Erosion Control Line (ECL) prior to sunrise or after sunset. Sunrise and sunset will vary depending on the time of year; however, no work will be permitted prior to 7:00am or after 7:00pm.

1.3.4.3 Staging Areas for Construction Equipment on the Beach

See SECTION 01 57 20 ENVIRONMENTAL PROTECTION for periods when staging areas for construction equipment on the beach is not permitted.

1.3.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

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 Weather, Water Stage and Tide Data

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

SECTION 01 11 00 Page 3

1.6.2 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.

1.7 LAYOUT OF WORK

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

1.7.1 Established Project Control

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

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.7.2 Layout

From the monuments, control data and elevations established by the Government, 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.

1.7.3 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.

SECTION 01 11 00 Page 4

1.8 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.

1.9 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.

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

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

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

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

1.10.1 Contractor Responsibility

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

SECTION 01 11 00 Page 5

a. Research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. Develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

Include the anticipated adverse weather delays in all weather dependent activities in the progress schedule.

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

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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 Construction/Vibration Control and Monitoring (Line Item 0003)

1.4.2 Environmental Species Monitoring (Line Item 0004)

1.4.3 Turbidity Monitoring (Line Item 0005)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Beach Fill (Line Item 0001)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Beach Tilling (Line Item 0002)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Contracting Officer's Field Office (Line Item 0006)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Partnering Regroup (Line Item 0007)

1.5.4.1 Payment

1.5.4.2 Measurements

1.5.4.3 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 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.2 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 days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; 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

SECTION 01 22 00 Page 2 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 Construction/Vibration Control and Monitoring (Line Item 0003)

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

EXISTING STRUCTURES.

1.4.2 Environmental Species Monitoring (Line Item 0004)

Payment will be made for all costs associated with and incidental to species monitoring of migratory birds, sea turtles and other species as required in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.3 Turbidity Monitoring (Line Item 0005)

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.

1.5 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.

SECTION 01 22 00 Page 3

1.5.1 Beach Fill (Line Item 0001)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to barricades and signs, debris removal, excavation and transportation of beach fill, constructing the beach profile and final dressing; noise control; condition surveys; restoration of all access areas to preconstruction condition; and monitoring and reporting turbidity.

See Sections 01 57 20 ENVIRONMENTAL PROTECTION, 01 57 25 TURBIDITY AND DISPOSAL MONITORING, and 35 30 00 BEACH FILL (TRUCK HAUL).

b. In addition to the above, payment will be made for in-place beach fill to the tolerance line indicated on both berm and slope. Payment quantities will be determined by the Government using average end area method of calculation, except in locations where a Construction Baseline (CBL) Points of Intersection (PI) existing between two stations and at the end tapers/transitions. At these two locations, Digital Terrain Model (DTM) surface-to-surface method of calculation shall be used. When beach fill is placed above the slough zone to compensate for wave action, payment will be based on a cut and fill calculation. Survey data in beach template tapers may be collected perpendicular to the toe of fill instead of the CBL based upon angle of taper. Determination shall be made at pre-construction conference. No payment will be made for material placed in excess of the tolerance template A(T) indicated on the drawings.

c. The Government will pay 95 percent (withhold 5 percent) of progress and total payment made under this line item until all access areas have been restored as indicated above. This is not considered retainage under clause PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. This is considered payment withheld for work paid for under this line item which has not been performed. Acceptance of repairs to access routes may be subject to final approval of local permitting authorities.

1.5.1.2 Measurement

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

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

b. Beach fill satisfactorily placed will be measured for payment by use of the average end area method and Digital Terrain Model (DTM) surface-to-surface difference method at the respective locations stated in subparagraph "Payment" above. The quantities will be computed by the Government in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Measurement of quantity placed for pay purposes will be based on original and final surfaces made on the section or reach indicated on the drawings. The Contractor shall give 3 calendar days advance notice, in writing, to the Contracting Officer's Representative of the need to perform the original and final surveys. Quality Control Surveys shall be the

SECTION 01 22 00 Page 4 responsibility of the Contractor. Monthly partial payments will be based on approximate quantities determined by measurement of the in-place beach fill and in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

c. In accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1, the Government will perform pre- and post-construction topographic survey at 100-foot stations with elevations taken at 10-foot range intervals from the baseline to the toe slope elevation. An additional cross section shall be collected at CBL PI's along a line bisecting the angular difference of lines tangent to the incoming and outgoing CBL and every 50 feet within the end tapers/transitions. In order to achieve final grade in slough zone, Contractor shall place material to final grade within tolerance for entire slope or may stockpile beach fill up-slope of slough zone.

After stockpiled beach fill is measured for payment, the Contractor shall shape slope to within the required and tolerance grades from top of slope to waterline producing a smooth uniform slope. Once post-construction survey is performed, no measurements will be revised except on suspicion of fraud or obvious error.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Beach Tilling (Line Item 0002)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to beach tilling. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 30 00

BEACH FILL.

1.5.2.2 Measurement

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

1.5.2.3 Unit of Measure

Acre.

1.5.3 Contracting Officer's Field Office (Line Item 0006)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of the Contracting Officer's field office including all costs for rent and provision of all services indicated in Section 01 52 10 CONTRACTING OFFICER'S FIELD OFFICE. Costs for such provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

1.5.3.2 Measurement

The basis for payment will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract.

SECTION 01 22 00 Page 5

1.5.3.3 Unit of Measure

Month.

1.5.4 Partnering Regroup (Line Item 0007)

1.5.4.1 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.

1.5.4.2 Measurements

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

1.5.4.3 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. Current as-built drawings.

g. Environmental and turbidity 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 6

3.1.2 Options and Modification CLINS

If 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 7

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 Coordination with Other Contracts

1.3.2.1 Contractor Shared Space or Facilities

1.3.3 Access by Others

1.3.4 Inspections by Others

1.4 PROJECT MEETINGS

1.4.1 PROJECT MEETINGS FORMAT

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes and Phone

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.5.3 Joint Risk Register

1.5.4 List of Subcontractors

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.1.1 Contractor Responsibility

1.6.1.2 Tasks and Deliverables

1.6.2 Partnering Regroups

1.6.2.1 Contractor Responsibility

1.6.2.2 Tasks and Deliverables

1.6.3 Cancellation of Partnering Meeting or Regroup

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

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 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 Coordination with Other Contracts

1.3.2.1 Contractor Shared Space or Facilities

Employee parking and material storage areas will be shared with other Contractors. Each Contractor is responsible to maintain portion of shared facilities until contract completion of the Contract. Each Contractor is

SECTION 01 30 00 Page 2 responsible to secure and protect stored materials from theft or damage.

1.3.3 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 enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.3.4 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.

1.4.1 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 meetings when other factors do not allow the face-to-face format.

1.5 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE of Section 00700 CONTRACT CLAUSES in Volume 1. Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP) acknowledgment. (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

SECTION 01 30 00 Page 3

-- Contract Administration -- Progress Payment -- Correspondence Procedures -- Project Schedule -- Submittal Register -- Labor requirements -- General Site Safety -- FDEP Permit Requirements -- Joint Risk Management Processes

1.5.1 Preconstruction Conference Minutes and Phone

Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may use an audio or video tape. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and return. Signed minutes become part of the contract file. Audio or video tapes if used will be made available for Contractor to review or copy at Area Office. Provide a professional-grade conference phone system for the preconstruction conference. The system must be comprised of a conference phone with at least four (4) microphones for full audio coverage of the conference room.

1.5.2 Preconstruction Conference Submittals

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

Any delays attributable to the Contractor's failure to comply with these pre-work requirements 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.

1.5.2.1 Other Division 01 Submittals

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

-- Project Schedule - See Section 01 32 01 PROJECT SCHEDULE

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

SAFETY REQUIREMENTS

-- Quality Control Plan - See Section 01 45 05 CONTRACTOR QUALITY

CONTROL

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

CONSTRUCTION FACILITIES

-- Environmental Protection Plan - See Section 01 57 20

ENVIRONMENTAL PROTECTION

1.5.2.2 Divisions 02 through 48 Submittals

In addition to the above, bring submittal items for materials, SECTION 01 30 00 Page 4 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.

1.5.3 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.

1.5.4 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…