B.08.02 Specs Vol. 2, Broward Seg III.pdf

W912EP21B0002

Jacksonville District

Shore Protection Project, Segment III Beach Renourishment 2020-2021

Broward County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Shore Protection Project, Segment III Beach Renourishment 2020-2021, Broward 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 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 10 CLEARING AND GRUBBING FOR ACCESS AND STAGING AREAS

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 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - 19.65

PID - AD2438

STATE/COUNTY- FL/BROWARD

MARKER: DD = SURVEY DISK

SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.

SP_SET: BRIDGE BANNISTER

STAMPING: 19.65

MARK LOGO: FLHD

STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY

HISTORY - Date Condition Report By

HISTORY - UNK MONUMENTED FLHD

HISTORY - 1970 GOOD NGS

HISTORY - 1973 GOOD NGS

HISTORY - 1981 GOOD FLDNR

HISTORY - 1986 GOOD FLDNR

HISTORY - 1988 GOOD USPSQD

HISTORY - 1990 GOOD USPSQD

HISTORY - 1990 GOOD USPSQD

HISTORY - 1991 GOOD USPSQD

HISTORY - 19980313 MARK NOT FOUND USPSQD

HISTORY - 20041213 GOOD FLDT

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

3.9 MI NE FROM DANIA.

ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION

OF U.S. HIGHWAY 1 AT DANIA, THENCE 1.9 MILES NORTH ALONG A BLACK

TOPPED ROAD, SET ON THE TOP OF THE SOUTH END OF THE EAST

BANNISTER OF THE BRIDGE OVER THE FLORIDA EAST COAST CANAL, 20

FEET EAST OF THE CENTER LINE OF THE ROAD, 4.6 FEET NORTH OF THE

SOUTH END OF THE BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE

ROAD.

SECTION 00 31 21 Page 2

DESIGNATION - R400

PID - AD8004

MARKER: F = FLANGE-ENCASED ROD

SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: R 400 1991

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - September 27, 2012 ROD/PIPE-DEPTH: 36.1 meters

HISTORY - Date Condition Report By

HISTORY - 1991 MONUMENTED NGS

HISTORY - 20011012 GOOD USPSQD

HISTORY - 20020521 GOOD MAPTEC

HISTORY - 20110124 GOOD FLDT

HISTORY - 20111201 GOOD STONER

HISTORY - 20120927 GOOD AMEC

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1991

IN POMPANO BEACH, AT THE INTERSECTION OF THE FLORIDA EAST COAST

RAILROAD AND NORTHEAST 33RD STREET, 7.8 M (25.6 FT) SOUTH OF THE

STREET CENTERLINE, 6.9 M (22.6 FT) EAST OF THE NEAR RAIL, 3.1 M (10.2

FT) SOUTHWEST OF A POLE SUPPORTING A TRAFFIC SIGNAL, 0.4 M (1.3 FT)

NORTH OF A WITNESS POST, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK,

AND NEAR THE CENTER OF 2 RIGHT-OF-WAY POSTS. NOTE--ACCESS TO THE

DATUM POINT IS THROUGH A 5-INCH LOGO CAP.

SECTION 00 31 21 Page 3

DESIGNATION - W 311

PID - AD2603

MARKER: DB = BENCH MARK DISK

SP_SET: CATCH BASIN

STAMPING: W 311 1970

MARK LOGO: CGS

STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - April 26, 2018

HISTORY - Date Condition Report By

HISTORY - 1970 MONUMENTED NGS

HISTORY - 1973 GOOD NGS

HISTORY - 1982 GOOD USPSQD

HISTORY - 1987 GOOD USPSQD

HISTORY - 1988 GOOD USPSQD

HISTORY - 1990 GOOD USPSQD

HISTORY - 19910607 GOOD USPSQD

HISTORY - 19990223 MARK NOT FOUND USPSQD

HISTORY - 20011005 GOOD USPSQD

HISTORY - 20100320 GOOD INDIV

HISTORY - 20160129 GOOD GEOCAC

HISTORY - 20180426 GOOD FLDT

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

1.7 MI N FROM POMPANO BEACH.

ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION

OF STATE HIGHWAY 814 AT POMPANO BEACH, SET ON THE TOP OF THE

SOUTHWEST CORNER OF A CATCH BASIN, ABOUT 0.35 MILE NORTH OF THE

JUNCTION OF STATE HIGHWAY 844, NEAR THE JUNCTION OF BARTON

ROAD, 22.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET

SOUTH OF THE APPROXIMATE CENTER LINE OF BARTON ROAD AND ABOUT

LEVEL WITH THE HIGHWAY.

SECTION 00 31 21 Page 4

DESIGNATION - 19.19

PID - AD2439

MARKER: DD = SURVEY DISK

SP_SET: BRIDGE BANNISTER

STAMPING: 19.19

MARK LOGO: FLHD

STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY

HISTORY - Date Condition Report By

HISTORY - UNK MONUMENTED FLHD

HISTORY - 1970 GOOD NGS

HISTORY - 1973 GOOD NGS

HISTORY - 1981 GOOD FLDNR

HISTORY - 1986 GOOD FLDNR

HISTORY - 1986 GOOD FLDNR

HISTORY - 1988 GOOD USPSQD

HISTORY - 1990 GOOD USPSQD

HISTORY - 1990 GOOD USPSQD

HISTORY - 1991 GOOD USPSQD

HISTORY - 20000716 GOOD USPSQD

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

3.9 MI NE FROM DANIA.

ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION

OF U.S. HIGHWAY 1 AT DANIA, THENCE 1.9 MILES NORTH ALONG A BLACK

TOPPED ROAD, ON TOP OF THE NORTH END OF THE WEST BANNISTER OF THE

BRIDGE OVER THE FLORIDA EAST COAST CANAL, 15.6 FEET WEST OF THE

CENTER LINE OF THE ROAD, 4.6 FEET SOUTH OF THE NORTH END OF THE

BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE ROAD.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

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 stations shown in Figure 1 and Tables 1 - 2. 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 8722957 (North Dania Sound FL).

These datums are based on a 1-month analysis in August 1973 from a point on the within Dania Sound. Table 2 provides datums taken from NOAA’s Tide Station 8722979 (Hollywood Beach FL), which are also based on data from a 1-month analysis in August 1973. This gauge is located within the footprint of Segment III, but does not contain reference to NAVD88.

Continue on next page.

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

SECTION 00 33 50 Page 2

Figure 1. NOAA Tide Stations in the Vicinity of Segment III, Broward County, Florida

Table 1. Datums from NOAA Station 8722957 (North Dania Sound, FL)

Location: 26° 4.8' N, 80° 6.7' W Analysis Period: Aug. 1973

Datum Elevation (ft-MLLW) Mean Higher-High Water (MHHW) 2.76 Mean High Water (MHW) 2.64 North American Vertical Datum of 1988

(NAVD88) 2.27

Mean Sea Level (MSL) 1.41 Mean Tide Level (MTL) 1.40 Mean Low Water (MLW) 0.17 Mean Lower-Low Water (MLLW) 0.00

SECTION 00 33 50 Page 3

Table 2. Datums from NOAA Station 8722979 (Hollywood Beach, FL)

Location: 26° 2.4' N, 80° 6.9' W Analysis Period: Aug. 1973

Datum Elevation (ft-MLLW) Mean Higher-High Water (MHHW) 2.29 Mean High Water (MHW) 2.19 North American Vertical Datum of 1988

(NAVD88) ---

Mean Sea Level (MSL) 1.17 Mean Tide Level (MTL) 1.17 Mean Low Water (MLW) 0.16 Mean Lower-Low Water (MLLW) 0.00

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area, 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 63468 is located in roughly 267.0 meters (m) of water relative to the Mean Sea Level (MSL) datum (i.e. 876 feet [ft] MSL) at 26° N, 79° 55.2' W. This station lies approximately 12.2 miles east of the Segment III. 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 https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html http://wis.usace.army.mil/

SECTION 00 33 50 Page 4 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/) 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 Hollywood, FL station (ID USC00084050) lies roughly 1.2 miles west of Segment III at 26° 1.7' N, 80° 8.0' W, where monthly normal rainfall data are provided over the period of record from January 2010 to December 2010.

http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Work Restrictions

1.3.2.1 Work on the Beach

1.3.2.2 Staging Areas for Construction Equipment on the Beach

1.3.3 Location

1.3.4 Safety Requirements

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

1.6.3 Surveys

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 APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

Project work will renourish 7.0 miles of critically eroded shoreline immediately south of Port Everglades Inlet in Segment III along two placement areas. A 1.2 mile long segment within the Mitzel-Eula Johnson State Park (Park; south jetty - R-92) and a 5.8 mile long segment within the cities of Dania, Hollywood, and Hallandale (HHD; R-98.3 to R-128).

The beach fill template between the south jetty to R-92 includes a flat upper berm at an elevation of +8.4 ft NAVD88, sloping down at 1V:50H to an elevation of +5.9 ft NAVD88. From the seaward extent of the sloped berm crest the template will then slope at 1V:10H to tie into existing grade.

Non-federal dune and coastal vegetation will also be constructed within the limits of the park as part of this contract.

The beach fill template between R-98.3 to R-128 includes a flat upper berm at an elevation of +5.4 ft NAVD88, sloping down at 1V:50H to an elevation of +3.9 ft NAVD88. From the seaward extent of the sloped berm crest the template will then slope at 1V:10H to tie into existing grade.

The beach templates described above includes a +0.5 foot vertical tolerance allowance. Sand for the project will be sourced from upland mine(s) and truck hauled to the beach fill area. The upland source(s)

SECTION 01 11 00 Page 2 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.

Project work also includes, but is not limited to, vibration control and monitoring, environmental species monitoring, and turbidity monitoring.

1.3.2 Work Restrictions

Contractor is not permitted to place material between R-98.3 and R-128 until after November 1, 2021. Work shall follow all local ordinances and the requirements herein, whichever is more restrictive. 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. Any additional access or staging areas needed by the Contractor will be acquired by the Contractor at their expense with Contracting Officer approval. The Contractor shall not operate or store equipment beyond the limits of construction shown on the drawings. A 15-foot wide emergency vehicle lane on the beach shall be maintained at all times for the duration of the contract.

1.3.2.1 Work on the Beach

No work shall be performed on the beach before 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 should the sun rise before 7:00am and/or the sun set after 7:00pm. Sundown times are not noted in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA, but the links provided will assist, or sundown shall be at the times directed by the Contracting Officer.

1.3.2.2 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.

1.3.3 Location

The work is located immediately south of Port Everglades Inlet in Mitzel-Eula Johnson State Park and the cities of Dania, Hollywood, and Hallendale in Broward County, Florida.

1.3.4 Safety Requirements

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

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. In addition to the Clause, the following shall apply; The phrase "commence work" means "commence placement of beach fill". The commencement time indicated applies unless otherwise determined by the Contracting Officer. See Section 35 30 00 BEACH FILL, paragraph

SECTION 01 11 00 Page 3

“Order of Work” for placement requirements.

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.

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.

1.6.3 Surveys

Surveys indicated on the drawings are provided as separate electronic files.

1.7 LAYOUT OF WORK

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

1.7.1 Established Project Control

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

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

SECTION 01 11 00 Page 4

1.7.2 Layout

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

1.7.3 Survey

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

1.8 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or 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

SECTION 01 11 00 Page 5 adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall 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. The Contractor shall be responsible for obtaining information concerning rain, wind and wave conditions that could influence safety, hauling and placement operations prior to submitting a proposal or bid.

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall 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. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will 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. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, be calculated chronologically from the first to the last day of each month, and be 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.

SECTION 01 11 00 Page 6

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 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 0007)

1.4.2 Environmental Species Coordination and Monitoring (Line Item

0008)

1.4.3 Turbidity Monitoring (Line Item 0009)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Beach Fill (Line Items 0001 and 0003)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Beach Tilling (Line Items 0002 and 0004)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Dune Fill (Line Item 0005)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Coastal Vegetation (Line Item 0006)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Leatherback Turtle Monitoring (Line Item 0010)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Contracting Officer's Field Office (Line Item 0011)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Partnering Regroup (Line Item 0012)

1.5.7.1 Payment

1.5.7.2 Measurements

1.5.7.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

SECTION 01 22 00 Page 1

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.

1.2 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

SD-07 Certificates

Request For Progress Payment ; G, RO

SECTION 01 22 00 Page 3

1.4 JOB PAYMENT ITEMS

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

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

1.4.1 Construction/Vibration Control and Monitoring (Line Item 0007)

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 Coordination and Monitoring (Line Item 0008)

Payment will be made for costs associated with or incidental to shorebird monitoring and other listed species (excluding leatherback turtles). In addition, payment will be made for cost associated or incidental to daily coordination with Broward County on their daily management of the monitoring of sea turtles (excluding leatherback turtles, see below). See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.3 Turbidity Monitoring (Line Item 0009)

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.

SECTION 01 22 00 Page 4

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 Beach Fill (Line Items 0001 and 0003)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to barricades and signs, debris/wrack/seaweed removal, excavation and transportation of beach fill, constructing the beach profile and final dressing; noise control; condition surveys; and restoration of all access areas to preconstruction condition. 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 slopes. 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 the angle of the taper. Determination shall be made at the 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 and staging 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 and staging areas 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

SECTION 01 22 00 Page 5 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 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 Items 0002 and 0004)

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 (TRUCK HAUL).

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 Dune Fill (Line Item 0005)

1.5.3.1 Payment

a. Payment will be made for all costs associated with or incidental to, debris removal and disposal, excavation and transportation of dune fill, constructing the dune profile and final dressing and noise control. See Section 35 30 00 BEACH FILL (TRUCK HAUL).

b. In addition to the above, payment will be made for in-place dune fill

SECTION 01 22 00 Page 6 to the required tolerance line. Payment quantities will be determined by the Contracting Officer's Representative using Digital Terrain Model (DTM) surface-to-surface method.

1.5.3.2 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. Dune fill satisfactorily placed will be measured for payment by use of the Digital Terrain Model (DTM) surface-to-surface method. The quantities will be computed by the Government in accordance with clause QUANTITY SURVEYS of Section00700 CONTRACT CLAUSES in Volume 1.

Measurement of quantity placed for pay purposes will be based on original and final cross sections 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 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 50-foot stations with elevations taken at 10-foot range intervals from the baseline to the toe slope elevation. Alongshore survey spacing may be less than 50-ft in selected areas where conditions vary significantly. Once post-construction survey is performed, no measurements will be revised except on suspicion of fraud or obvious error. Payment will be based upon the total sand volume placed and not by template or tolerance, noting however, that the Contracting Officer reserves the right to exclude from payment sand volume placement that is substantially in excess of the lines and grades shown in the drawings.

1.5.3.3 Unit of Measure

Cubic yard.

1.5.4 Coastal Vegetation (Line Item 0006)

1.5.4.1 Payment

Payment will be made for costs associated with provision, installation, and warranty maintenance of sea-oats and associated dune plants. See Section 32 93 00 DUNE VEGETATION PLANTING. Separate or additional payment will not be made for repairs or replacements of vegetation that the Contractor conducts under warranty requirements. Cost to repair (replant) construction access or staging area will be included in beach fill, and is not included in the Coastal Vegetation contract line item.

SECTION 01 22 00 Page 7

1.5.4.2 Measurement

Number of viable plant units that satisfy specification and requirements (can be valuated by number of plant units per tray or rack).

1.5.4.3 Unit of Measure

Each.

1.5.5 Leatherback Turtle Monitoring (Line Item 0010)

1.5.5.1 Payment

Leatherback Sea Turtle Nighttime Surveys, when exercised by the Contracting Officer, will be paid for each nightly survey conducted per Section 01 57 20 ENVIRONMENTAL PROTECTION. Leatherback Sea Turtle Nighttime Surveys shall only be utilized when the first leatherback sea turtle crawl is recorded within the project area and within the period indicated in Section 01 57 20 ENVIRONMENTAL PROTECTION or until completion of the project (whichever is earliest). Payment will be made for costs associated with or incidental to performing leatherback sea turtle nighttime survey activities only upon implementation of this line item.

Payment will not be made under this line item unless it is exercised by the Contracting Officer. Payment will only be made for actual nightly surveys required. If performance of this line item is not required or implemented, no payment will be made to the Contractor for this line item and will be fully deducted from the Contract upon Contract completion.

1.5.5.2 Measurement

Leatherback Sea Turtle Nighttime Surveys, if required and implemented as described in Payment above, will be measured and paid for each nightly survey after the first leatherback sea turtle crawl is recorded within the project area during the period indicated in Section 01 57 20 ENVIRONMENTAL PROTECTION or until completion of the project, whichever is earliest.

1.5.5.3 Unit of Measure

Day

1.5.6 Contracting Officer's Field Office (Line Item 0011)

1.5.6.1 Payment

Payment will be made for costs associated with and 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.

1.5.6.2 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 8

1.5.6.3 Unit of Measure

Month.

1.5.7 Partnering Regroup (Line Item 0012)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to conducting a partnering regroup. The Contractor will only be paid for the actual number of partnering regroups conducted. 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.

1.5.7.2 Measurements

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

1.5.7.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

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

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Environmental reports.

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

SECTION 01 22 00 Page 9

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, signed, and updated schedule of values is approved.

-- End of Section --

SECTION 01 22 00 Page 10

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 04 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…