Volume_2_Specs_16B0001.pdf

IFB No. W912EP-16-B-0001

US Army Corps of Engineers Jacksonville District

SMALL BUSINESS SET-ASIDE

Beach Erosion Control and Hurricane Protection Project, Miami-Dade County, Florida, Beach Renourishment 2016 Miami Beach - Hotspots

Technical Information and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

BECHPP, MIAMI-DADE COUNTY, FLORIDA, BEACH

RENOURISHMENT 2016, MIAMI BEACH - HOTSPOTS

PROJECT TABLE OF CONTENTS

DIVISION 00 - TECHNICAL INFORMATION

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 93 00 COASTAL VEGETATION PLANTING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 30 00 BEACH FILL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

W912EP-16-B-0001

Section 00 31 21

CONTROL MONUMENT DESCRIPTIONS

00 31 21 - i

DESIGNATION - 872 3080 B TIDAL

PID - AC3406

TIDAL BM - This is a Tidal Bench Mark.

MARKER: TIDAL STATION DISK

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

STAMPING: 3080 B 1982

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - June 21, 2012 ROD/PIPE-DEPTH: 7.3 meters

HISTORY - Date Condition Report By

HISTORY - 1982 MONUMENTED NOS

HISTORY - 20120621 GOOD CALGOR

STATION DESCRIPTION

STATION RECOVERY (1993)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993

1.7 KM (1.05 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE) FROM THE

JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR, 120.0 M (393.7 FT)

EAST OF THE HIGHWAY CENTERLINE, 48.5 M (159.1 FT) SOUTH OF UTILITY POLE

NUMBER 21 B 24, 30.2 M (99.1 FT) NORTH OF THE EAST LEG OF DOUBLE UTILITY POLE

NUMBER 21 B 24, 12.3 M (40.4 FT) SOUTHEAST OF A UTILITY POLE, 8.2 M (26.9 FT)

NORTHWEST OF AND LEVEL WITH THE CENTER OF THE HAULOVER BEACH PARK ENTRANCE

ROAD, 5.2 M (17.1 FT) EAST OF THE CENTER OF A PAVED ROAD, 4.1 M (13.5 FT)

NORTHWEST OF A CURB, AND 1.3 M (4.3 FT) EAST OF A CURB. NOTE--THE DISK IS

ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND

SURFACE.

STATION RECOVERY (2012)

RECOVERY NOTE BY CALVIN GIORDANO & ASSOCIATES 2012

MARK UNDER A LARGE SEA GRAPE TREE, RECOVERD AS DESCRIBED

BEHPP, MIAMI-DADE COUNTY, FLORIDA, BEACH

00 31 21-1W912EP-16-B-0001

DESIGNATION - D 313

PID - AC2267

STATE/COUNTY- FL/MIAMI-DADE

MARKER: BENCH MARK DISK

SETTING: SET IN A LIGHT STRUCTURE

SP_SET: CONCRETE WALL

STAMPING: D 313 1970

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - June 21, 2012

HISTORY - Date Condition Report By

HISTORY - 1970 MONUMENTED NGS

HISTORY - 20040127 GOOD USPSQD

HISTORY - 20120621 GOOD CALGOR

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

AT MIAMI BEACH, ALONG INDIAN CREEK DRIVE, AT THE 46 TH STREET MUNICIPAL

PARKING LOT, SET IN THE TOP OF THE NORTHEAST CORNER OF A 4-FOOT SQUARE

CONCRETE WALL AROUND A METAL MANHOLE COVER OF THE FLORIDA POWER AND LIGHT

COMPANY WHICH IS 10 FEET DEEP, 19 FEET EAST OF THE EAST CURB OF INDIAN CREEK

DRIVE, 41.2 FEET SOUTH OF THE SOUTH CURB LINE OF THE ENTRANCE DRIVE TO

PARKING LOT, 7.2 FEET NORTHWEST OF PARKING METER 194196, AND ABOUT LEVEL WITH

THE SIDEWALK. NOTE-- 46TH MUNICIPAL PARKING LOT IS NO 19 X PARKING METER

194196 SHOULD BE 19X196.

STATION RECOVERY (2004)

RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)

THE 46TH STREET MUNCIPAL PARKING LOT IS ON COLLINS AVE.THE CONCRETE SQUARE IS

LOCATED IN ABREAK IN THEW HEDGE BETWEEN METERS 46CL064 AND 46CL063

RECOVERED AS DESCRIBED

00 31 21-2W912EP-16-B-0001

DESIGNATION - D 314

PID - AC2390

STATE/COUNTY- FL/MIAMI-DADE

MARKER: BENCH MARK DISK

SETTING: SET IN A MASSIVE STRUCTURE

SP_SET: UNDERPASS

STAMPING: D 314 1970

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

HISTORY - Date Condition Report By

HISTORY - 1970 MONUMENTED NGS

HISTORY - 1982 GOOD FLDNR

1 MI S FROM SUNNY ISLES.

ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION OF STATE

HIGHWAY 826, SET ON THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL

FOR A PEDESTRIAN UNDERPASS UNDER THE HIGHWAY, 27 1/2 FEET EAST OF THE CENTER

LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH END OF

THE HEAD WALL AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.

STATION RECOVERY (1982)

RECOVERY NOTE BY FL DEPT OF NAT RES 1982

RECOVERED IN GOOD CONDITION.

00 31 21-3W912EP-16-B-0001

DESIGNATION - R 26

PID - AC4653

TIDAL BM - This is a Tidal Bench Mark.

MARKER: SURVEY DISK

SETTING: 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 - June 21, 2012

HISTORY - Date Condition Report By

HISTORY - 1974 MONUMENTED FLDNR

HISTORY - 19890201 GOOD NGS

HISTORY - 19901212 GOOD NGS

HISTORY - 19930520 GOOD NGS

HISTORY - 20080415 GOOD DCPWD

HISTORY - 20120621 GOOD CALGOR

STATION DESCRIPTION

STATION RECOVERY (1993)

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.

RECOVERED AS DESCRIBED

00 31 21-4W912EP-16-B-0001

DESIGNATION - RENE PEREZ, P.E.

TO REACH, PROCEED TO HAULOVER PARK IN MIAMI DADE COUNTY, FLORIDA, ON THE

NORTH SIDE OF HAULOVER INLET. MARK IS A BRONZE DISK SET ON A 24” X 1.5” IRON

PIPE SURROUNDED BY A 6” PVC COLLAR FILLED WITH CONCRETE. FROM WHICH THE

FOLLOWING REFERENCES ARE NOTED:

THE SOUTHEAST CORNER OF A GUARD TOWER LIES 96.2’ NORTHWEST,

A WARNING SIGN POST LIES 110.5’ EASTERLY,

AND APPROXIMATELY 35’ NORTH OF THE NORTH EDGE OF THE INLET.

00 31 21-5W912EP-16-B-0001

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

BECHPP, MIAMI-DADE COUNTY, FLORIDA, BEACH

W912EP-16-B-0001 00 33 50-1

1. The following water stage, wave, wind, and weather data are provided for inclusion into the subject Plans and Specifications. The following water level datums are provided for information only and are not to be utilized in conjunction with any contract related hydrographic surveying.

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

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

All datum elevations in this table are referenced to mean lower low water (MLLW). These datums are based on values from an active tide station located on Virginia Key, at the University of Miami’s Rosenstiel School of Marine and Atmospheric Science. This gage is located approximately 8 miles south of the project area, and contains the longest and most recent record of tidal datums. This tide station was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). Additional information on this and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/stations.html?type=Bench+Mark+Data+Sheets#Florida .

Highest Observed Water Level (24 Oct 2005) = 4.77 Feet Mean Higher High Water (MHHW) = 2.19 Feet Mean High Water (MHW) = 2.14 Feet North American Vertical Datum 1988 (NAVD88) = 1.98 Feet Mean Tide Level (MTL) = 1.13 Feet Mean Sea Level (MSL) = 1.10 Feet Mean Low Water (MLW) = 0.11 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (29 Mar 94) = -1.31 Feet

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

W912EP-16-B-0001 00 33 50-2

http://tidesandcurrents.noaa.gov/stations.html?type=Bench+Mark+Data+Sheets%23Florida http://tidesandcurrents.noaa.gov/

b) Wind and Wave Data. The following publications include wind and wave information in the vicinity of the project area. These publications are available for review at the following websites, or they may be ordered directly from the agencies indicated.

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S.

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website :

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

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (Sta 63470) lies approximately 12 miles east of the project site. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 32-year period extending from 1980-2012, at a station located in 317 meters (1040 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wind and wave data. These data products are available at the following website :

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

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

c) Weather Conditions. The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year.

The climate of the area is essentially tropical, and temperatures below freezing are very rare.

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

Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into south Florida.

Dangerous thunderstorms can occur in this area at any time of the year.

It shall be the contractor's responsibility to obtain information concerning weather conditions in the project area. The publication Local Climatological Data - Monthly Summary published by NOAA’s National Climatic Data Center in Asheville, North Carolina contains climatological and meteorological observations and data relevant to this region. The Annual Summary gives a synopsis of these observations for the period of record. This publication is available at the following website : http://www.ncdc.noaa.gov/oa/ncdc.html.

W912EP-16-B-0001 00 33 50-3

http://nauticalcharts.noaa.gov/nsd/cpdownload.htm http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/oa/ncdc.html

2. The average number of days in each calendar month with rainfall equal to, or greater than, 0.1 inches is provided for the project area in the following table. This information is based on data obtained from the NOAA rain gage located closest to the project area, in Miami Beach, Florida, at latitude 25deg 47’ N, 80deg 08’W. The data were obtained from Climatography of the United States No. 20, Climatic Summaries for Selected Sites in Florida publications by the National Climatic Center, NOAA, for the period of record from 1971 through 2000.

Average Number of Days Per Month With Rainfall > 0.1 Inches

Gage Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Miami Beach 3.6 3.5 3.8 4.1 6.3 9.1 7.3 9.3 9.6 7.4 5.0 3.5

W912EP-16-B-0001 00 33 50-4

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 46th Street Hotspot and Staging/Access area

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 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.9.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.9.2 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)

Survey Number 15-145 Electronic Survey Files Provided for Beach Survey

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

This project will renourish critically eroded shoreline at the Miami Beach Hotspots located at approximately 55th Street and 46th Street in Miami Beach between Florida Department of Environmental Protection (FDEP) Range Monuments R-49.5 to R-50.5 and R-53.7 to R-55.5 respectively. The project beach has a maximum berm elevation of +6.6 feet, NAVD88, and a minimum berm elevation no less than +6.1 feet, NAVD88. The width of the restored beach is 230 feet measured perpendicular to the Erosion Control Line (ECL) as shown on the drawings. The sand source for the project will be an upland source, and material will be truck hauled to the project location. The upland source will be selected by the Contractor meeting criteria required in Section 35 30 00 BEACH FILL. Project work also includes vibration control and monitoring, environmental species monitoring, turbidity monitoring and Contracting Officer's field office.

1.3.2 Location

The work is located between Bakers Haulover and Government Cut in Miami-Dade County, Florida.

SECTION 01 11 00 Page 2

1.3.3 Safety Requirements

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

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 at the 46th Street and 55th Street respectively for placement at that location. No vehicles will be permitted to transit or operate on the beach between the 46th Street and 55th Street placement areas. Only the designated access and staging areas shall be used. 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 must be maintained at all times for the duration of the contract.

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 should the sun rise before 7:00am and/or the sun set after 7:00pm.

1.3.4.3 46th Street Hotspot and Staging/Access area

All work at the 46th street hotspot shall be complete by November 9, 2016.

This includes demobilization of all equipment from this placement location and staging area and any post construction restoration which may be required to the staging and/or access area as required in Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES. The Contractor will not be permitted to return to place any additional material should the full template not be completed prior to this date.

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. 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.

b. In addition to the above, the following shall apply: The time for completion does not include establishment of coastal vegetation.

Vegetation shall be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time stated for the establishment of vegetation. See paragraph ORDER OF WORK of Section 32 93 00 COASTAL VEGETATION PLANTING.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

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

SECTION 01 11 00 Page 3

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

Survey Number 15-145 indicated in paragraph REFERENCES above 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.

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

SECTION 01 11 00 Page 4 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 stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

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 lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.9 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.

SECTION 01 11 00 Page 5

1.9.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. A reasonable number of anticipated weather delay work days is obtained from the average number of days per month with precipitation greater than that indicated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA rounded to the nearest whole number.

1.9.2 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. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities. A list of potential sources providing climatological and meteorological observations and data for the project area is provided.

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.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- 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 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 DEFINITIONS

1.3.1 Compensating Slopes

1.4 SUBMITTALS

1.5 LUMP SUM PAYMENT ITEMS

1.5.1 Construction/Vibration Control and Monitoring (Line Item 0003)

1.5.2 Environmental Species Monitoring (Line Item 0004)

1.5.3 Turbidity Monitoring (Line Item 0005)

1.6 UNIT PRICE PAYMENT ITEMS

1.6.1 Beach Fill (Line Item 0001)

1.6.1.1 Payment

1.6.1.2 Measurement

1.6.1.3 Unit of Measure

1.6.2 Beach Tilling (Line Item 0002)

1.6.2.1 Payment

1.6.2.2 Measurement

1.6.2.3 Unit of Measure

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

1.6.3.1 Payment

1.6.3.2 Measurement

1.6.3.3 Unit of Measure

1.6.4 55th Street Hotspot Staging Area (Line Item 0007)

1.6.4.1 Payment

1.6.4.2 Measurement

1.6.4.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- 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 QUALITY CONTROL SYSTEM (QCS)

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 Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 04 C0NTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

1.3 DEFINITIONS

1.3.1 Compensating Slopes

The allowance for material to be placed above the specified fill tolerance to compensate for the specified foreshore slope being below grade due to sediment relocated by natural forces between the time of placement and payment surveys. This is permitted for payment purposes only.

1.4 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

Schedule of Values; G, RO

SECTION 01 22 00 Page 2

Provide a breakdown of lump sum items into proposed pay activities. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

1.5 LUMP SUM PAYMENT ITEMS

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

Progress payments for lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Provide a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed, submit Schedule of Values for Government approval. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.5.1 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.

1.5.2 Environmental Species Monitoring (Line Item 0004)

Payment will be made for costs associated with or incidental to coordination and management of the monitoring of sea turtles, migratory birds, and endangered species, which will be performed by Miami-Dade County. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.3 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.

1.6 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 3

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.

1.6.1 Beach Fill (Line Item 0001)

1.6.1.1 Payment

a. Payment will be made for costs associated with or incidental to preparation of access areas, barricades and signs, debris removal, pipeline crossing, 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 or as otherwise indicated on the drawings.

See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 30 00 BEACH FILL.

b. In addition to the above, payment will be made for in-place beach fill to the tolerance line indicated in Section 35 30 00 BEACH FILL.

Payment quantities will be determined by the Government using average end area method of calculation. When beach fill is placed up-slope above slough zone to compensate for wave action, payment of end area will be based on a cut and fill calculation. No payment will be made for material placed on the up-slope above the tolerance A(u) that exceeds A(s) (Refer to Beach Fill Tolerance figure indicated in the paragraph CONSTRUCTION FORMS AND DETAILS of Section 35 30 00 BEACH

FILL).

c. The Government will pay 95 percent (withhold 05 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.

1.6.1.2 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. 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 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

SECTION 01 22 00 Page 4 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. In order to achieve final grade in slough zone, and account for natural fencing prior to Government survey, the Contractor shall place material to final grade within tolerance for the entire slope or may stockpile beach fill up-slope of the swash zone as long as the upslope fill volume above tolerance does not exceed volume on the foreshore slope below tolerance, known herein as the compensating slopes. After stockpiled beach fill is measure for payment, the Contractor shall produce a smooth uniform slope to within the acceptable tolerances of the final grade from the top of slope to the water line. Once post-construction survey is performed, no measurements will be revised except on suspicion of fraud or obvious error.

1.6.1.3 Unit of Measure

Cubic yard.

1.6.2 Beach Tilling (Line Item 0002)

1.6.2.1 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.

1.6.2.2 Measurement

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

1.6.2.3 Unit of Measure

Acre.

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

1.6.3.1 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.

1.6.3.2 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

1.6.3.3 Unit of Measure

Month.

1.6.4 55th Street Hotspot Staging Area (Line Item 0007)

1.6.4.1 Payment

Payment will be made for costs associated with or incidental to use of the staging area at the 55th Street Hotspot. A total of 52 parking spaces are available within the limits of the staging area shown on the drawings.

This encompasses 2 full rows of parking located along the southern most parking aisle. Each spot has a cost of $10 per day per spot. See Section

01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

1.6.4.2 Measurement

Payment shall be measured by the actual number of days used by the Contractor. The estimated duration in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity used.

1.6.4.3 Unit of Measure

Day.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created. If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Access by Others

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.2 Partnering Regroups

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

-- 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. Contractor shall use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget.

Related Sections are 01 32 01 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. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SD-01 Preconstruction Submittals

List of Subcontractors

Documentation of compliance with Clauses SUBCONTRACTS (LABOR STANDARDS) and LIMITATIONS ON SUBCONTRACTING of Section 00700 CONTRACT CLAUSES in Volume 1, and, if included, paragraph

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

As part of the initial project schedule, submit a list of proposed subcontractors with company name, person to contact, street address, mail address, phone number, type of specialty and estimated subcontract quote.

SD-07 Certificates

Signature Authority

Furnish a power of attorney or a notarized letter of authority from Contractor identifying local representatives authorized to sign contract documents.

Drug-Free Work Place Record

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

SECTION 01 30 00 Page 2

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Contractor shall use Corps of Engineers' Resident Management System, referred to as Quality Control System (QCS), for construction information management. See Section 01 45 04 CONTRACTOR QUALITY CONTROL.

1.3.2 Access by Others

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

Coordinate emergency incident response with local law enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.4 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

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

Project meetings are described in detail in subparts below.

1.5 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE of Section 00700 CONTRACT CLAUSES in Volume 1. Preconstruction Conference will be 30 calendar days after Notice of Award (NOA) or 15 calendar days after Notice to Proceed (NTP), whichever is later. (Refer to subparagraph "Preconstruction Conference Submittals" below.) Contracting Officer will notify Contractor of time, place, and agenda. Contractor shall notify key subcontractors and suppliers to attend. Contracting Officer will discuss contract "ground rules" and general issues including:

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

1.5.1 Preconstruction Conference Minutes

Contracting Officer will take detailed minutes of Preconstruction

SECTION 01 30 00 Page 3

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.

1.5.2 Preconstruction Conference Submittals

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

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

1.5.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following, as indicated in their respective sections, 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

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

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

SAFETY REQUIREMENTS

-- Quality Control Plan - See Section 01 45 04 CONTRACTOR QUALITY

CONTROL

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

CONSTRUCTION FACILITIES

-- Traffic Control Plan - See Section 01 55 26 TRAFFIC CONTROL -- Environmental Protection Plan - See Section 01 57 20

ENVIRONMENTAL PROTECTION

1.5.2.2 Divisions 02 through 48 Submittals

In addition to the above, bring submittal items for materials, workmanship, plans or events required early in project schedule which are ready for transmittal to Contracting Officer. Prepare transmittal of submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.6 PARTNERING

Contracting Officer wants to have a bilateral project partnership with Contractor that draws on strengths of both organizations to identify and achieve common goals. Typical partnering goals include:

-- Effective and efficient contract performance -- Project completion on time and within budget -- Construction completed according to plans and specifications -- Development of cooperative management teams -- Project success with customer (stakeholders) satisfaction -- Improved Project communication

SECTION 01 30 00 Page 4

1.6.1 Initial Partnering Meeting

Contractor, key subcontractors and suppliers shall attend a one-day project…