Volume2Specs_W912EP-17-B-0002.pdf

W912EP-17-B-0002

Jacksonville District

BEACH EROSION CONTROL AND

HURRICANE PROTECTION PROJECT,

MIAMI-DADE COUNTY, FLORIDA,

BEACH RENOURISHMENT 2017

SUNNY ISLES BEACH

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date.

REVIEWED BY COUNSEL DATE____________

SIGNATURE ____________________________________

REVIEWED BY CT-C DATE____________

SIGNATURE ____________________________________

BECHPP, MIAMI-DADE COUNTY, FLORIDA, BEACH

RENOURISHMENT 2017, SUNNY ISLES BEACH

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 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

Section 00 31 21

CONTROL MONUMENT DESCRIPTIONS

00 31 21-iW912EP-17-B-0002

DESIGNATION - V 239

PID - AC2369

STATE/COUNTY- FL/MIAMI-DADE

MARKER: BENCH MARK DISK

SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE

SP_SET: BRIDGE ABUTMENT

STAMPING: V 239 1965

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - May 22, 2002

HISTORY - Date Condition Report By

HISTORY - 1965 MONUMENTED CGS

HISTORY - 1973 GOOD NGS

HISTORY - 20120904 GOOD AMEC

HISTORY - 20120918 GOOD AMEC

STATION DESCRIPTION

DESCRIBED BY COAST AND GEODETIC SURVEY 1965

0.2 MI N FROM NORTH MIAMI BEACH * * ABOUT 0.2 MILE NORTH ALONG THE

FLORIDA EAST COAST RAILWAY FROM THE CROSSING OF STATE HIGHWAY 826 (NORTH

MIAMI BEACH BLVD) AT NORTH MIAMI BEACH, IN SECTION 16, R 42 E, T 52 S,

0.45 MILE NORTH OF MILEPOST 355, SET ON THE TOP OF THE EAST END OF THE

SOUTH CONCRETE ABUTMENT OF THE RAILWAY BRIDGE OVER THE ROYAL GLADES

CANAL, 6.7 FEET EAST OF THE EAST RAIL OF THE NORTHBOUND TRACK, AND ABOUT

LEVEL WITH THE TRACK. MARK MAY BE REACHED BY GOING 6.0 MILES SOUTH ALONG

THE FLORIDA EAST COAST RAILWAY FROM THE STATION AT HOLLYWOOD (BROWARD

COUNTY) FLORIDA. NOTE-- ROYAL GLADES IS NOW SNAKE CREEK C-9.

STATION RECOVERY (1990)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990

0.2 MI NORTHERLY ALONG THE FLORIDA EAST COAST RAILROAD FROM THE

INTERSECTION OF NORTHEAST 163RD STREET (STATE HIGHWAY 826) IN NORTH MIAMI

BEACH, IN TOP OF AND 3.0 FT WEST OF THE EAST END OF THE SOUTH CONCRETE

ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE ROYAL GLADES CANAL, 6.6 FT

EAST OF THE NEAR RAIL, AND LEVEL WITH THE TRACK.

STATION RECOVERY (2012)

RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2012 (RLE)

RECOVERED IN GOOD CONDITION.

00 31 21-1W912EP-17-B-0002

DESIGNATION - Y 238

PID - AC2377

STATE/COUNTY- FL/MIAMI-DADE

MARKER: BENCH MARK DISK

SETTING: COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: Y 238 1965

MARK LOGO: CGS

PROJECTION: FLUSH

MAGNETIC: STEEL ROD ADJACENT TO MONUMENT

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - October 27, 2014 ROD/PIPE-DEPTH: 9.5 meters

HISTORY - Date Condition Report By

HISTORY - 1965 MONUMENTED CGS

HISTORY - 20141027 GOOD GEOCAC

STATION DESCRIPTION 1965: * * 3.4 MI S FROM HOLLYWOOD. ABOUT 3.45 MILES

SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE STATION AT HOLLYWOOD,

130 YARDS NORTH OF THE CROSSING OF NE 203RD STREET, 45 FEET NORTHWEST OF

MILEPOST 352, ABOUT 0.65 MILE SOUTH OF THE DADE-BROWARD COUNTY LINE, 40.5

FEET EAST OF THE CENTER LINE OF WEST DIXIE HIGHWAY, 19.1 FEET WEST OF THE

WEST RAIL OF THE SOUTHBOUND TRACK, 2 1/2 FEET NORTH OF A POWER LINE POLE,

2 ½ FEET SOUTH OF THE EXTENDED CENTER LINE OF NE 204 TERRACE, 1.1 FEET

SOUTH OF A METAL WITNESS POST, AND IS A DISK SET ON THE TOP OF A COPPER

COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND

PROTECTED BY A 5 INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL

OF THE GROUND. THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 31 FEET.

NOTE-- 23 FT S OF THE EXTENDED CENTERLINE OF NE 204TH TERRACE.

STATION RECOVERY (1981) – BY FL DEPT OF NAT RES * * * THE IRON PIPE IS

GONE AND THE MARK IS BENT. THE POWER LINE POLE IS GONE THE WITNESS POST

IS 4.0 FEET SOUTHWEST OF THE MARK. THE MARK IS 22.5 FEET SOUTH OF THE

EXTENDED.

STATION RECOVERY (1990) - BY NGS * * * 1.4 MI SOUTHERLY ALONG WEST DIXIE

HIGHWAY FROM THE INTERSECTION OF HALLANDALE BEACH BOULEVARD (STATE

HIGHWAY 858) IN HALLANDALE, 44.6 FT NORTH OF RAILROAD MILE POST 352, 40.7

FT EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 26.2 FT SOUTH OF THE

EXTENDED CENTER OF NORTHEAST 204TH TERRACE, 18.7 FT WEST OF THE NEAR RAIL

OF THE FLORIDA EAST COAST RAILROAD, 17.7 FT SOUTHEAST OF A UTILITY POLE

WITH A GUY WIRE, AND 1.3 FT SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE

DISK IS THROUGH A 5-INCH LOGO CAP STAMPED Y 238.

STATION RECOVERY (2014) - BY GEOCACHING 2014 (KEN) * * * THE MARK IS 60.8

FT NORTHWEST OF MM 352 AND 18.8 FT WEST OF THE WESTERN RAIL.

00 31 21-2W912EP-17-B-0002

DESIGNATION - S 35

PID - AC2366

STATE/COUNTY- FL/MIAMI-DADE

MARKER: BENCH MARK DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: S 35 1933 11.325

MARK LOGO: CGS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - July 16, 2015

HISTORY - Date Condition Report By

HISTORY - 1933 MONUMENTED CGS

HISTORY - 1965 GOOD CGS

HISTORY - 20120904 GOOD AMEC

HISTORY - 20150716 GOOD ATKNA

STATION DESCRIPTION

STATION RECOVERY (1990)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990

IN NORTH MIAMI, AT THE INTERSECTION OF U.S. HIGHWAY 1 (BISCAYNE

BOULEVARD) AND NORTHEAST 141ST STREET, 59.1 FT WEST OF THE HIGHWAY

CENTERLINE, 31.5 FT EAST OF THE NEAR RAIL OF THE FLORIDA EAST COAST

RAILROAD, 30.5 FT NORTH OF THE STREET CENTER, 20.7 FT NORTHEAST OF THE

NORTHEAST CORNER OF A RAILROAD SIGNAL, 1.6 FT EAST OF A WITNESS POST, 1.0

FT ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS 0.7 FT BELOW THE

GROUND SURFACE.

STATION RECOVERY (2015)

RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2015 (DWD)

RECOVERED IN GOOD CONDITION.

00 31 21-3W912EP-17-B-0002

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 - 20120621 GOOD CALGOR

STATION RECOVERY (1990) * * BY NGS * * * 1.1 MI NORTHERLY ALONG STATE

HIGHWAY A1A (COLLINS AVENUE); FROM THE INTERSECTION OF 96TH STREET (STATE

HIGHWAY 922) IN BAL HARBOUR, THENCE 0.1 MI EASTERLY ALONG THE HAULOVER

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

A PAVED ROAD, 357.3 FT SOUTH OF THE CENTER OF THE HAULOVER FISHING PIER,

131.6 FT EAST OF THE CENTER OF THE MAIN ROAD LEADING THROUGH THE PARK,

81.7 FT SOUTH OF UTILITY POLE NUMBER 2464 HMV 7, 79.7 FT NORTH OF THE

NORTH END OF A CONCRETE WALL, 59.4 FT NORTH OF CONCRETE UTILITY POLE

NUMBER 2464 HMV 6, AND 6.6 FT EAST OF AND LEVEL WITH THE ROAD CENTER.

STATION RECOVERY (1993) * * BY NGS * * * 1.10 MI NORTHERLY ALONG STATE

HIGHWAY A1A (COLLINS AVENUE) FROM THE JUNCTION OF 96TH STREET (STATE

HIGHWAY 922) IN BAL HARBOR, THENCE 0.05 MI EASTERLY ALONG HAULOVER BEACH

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

PAVED ROAD, 357.3 FT SOUTH OF THE CENTER OF HAULOVER FISHING PIER, 131.6

FT EAST OF THE CENTER OF THE MAIN ROAD LEADING THROUGH THE PARK, 81.7 FT

SOUTH OF UTILITY POLE NUMBER 2464 HMV 7, 79.7 FT NORTH OF THE NORTH END

OF A CONCRETE WALL, 59.4 FT NORTH OF UTILITY POLE NUMBER 2464 HMV 6, AND

6.6 FT EAST OF AND LEVEL WITH THE ROAD CENTER.

STATION RECOVERY (2012) * * BY CALVIN GIORDANO & ASSOCIATES * * *

RECOVERED AS DESCRIBED

00 31 21-4W912EP-17-B-0002

DESIGNATION - 872 3073 TIDAL 1

PID - AC3334

TIDAL BM - This is a Tidal Bench Mark.

MARKER: TIDAL STATION DISK

SETTING: SET IN A MASSIVE RETAINING WALL

SP_SET: CONCRETE BULKHEAD

STAMPING: NO 1 1973

MARK LOGO: NOS

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - July 21, 2014

HISTORY - Date Condition Report By

HISTORY - 1973 MONUMENTED NOS

HISTORY - 1982 GOOD FLDNR

HISTORY - 19940411 GOOD USPSQD

HISTORY - 20080415 GOOD DCPWD

HISTORY - 20140721 GOOD GEOCAC

DESCRIBED BY FL DEPT OF NAT RES 1982 * * 1.1 MI NORTH FROM BAL HARBOUR.

IN BAL HARBOUR, BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS

HAULOVER CUT, GO 0.4 MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER

MARINA AND THE MARK AT THE SOUTH END OF THE MARINA. THE MARK BEARS 120

FEET SOUTH OF THE CENTER OF PIER NO. 1, 36 FEET EAST OF THE NORTHWEST

CORNER OF THE FUELING PIER, THE MARK IS RECESSED IN ASPHALT.

THE MARK IS ABOVE LEVEL WITH BULKHEAD.

STATION RECOVERY (2014)

RECOVERY NOTE BY GEOCACHING 2014 (KEN)

RECOVERED IN GOOD CONDITION.

BECHPP, MIAMI-DADE COUNTY, FLORIDA, BEACH

00 31 21-5W912EP-17-B-0002

00 33 50 - i

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

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

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

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

All datum elevations in this table are referred to mean lower low water (MLLW). These datums are based on field measurements from a tide station located at the University of Miami’s Rosenstiel School of Marine and Atmospheric Science, approximately 14.5 miles south of the project area. This tide station was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). The tidal station data is based on the 1983-2001 tidal epoch. The station was established in 1994 and is currently operating.

Additional information on this and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/map/index.shtml?type=Datums&region=Florida

Station ID: 8723214 PUBLICATION DATE: 07/14/2011 Name: VIRGINIA KEY, ATLANTIC OCEAN, FLORIDA Latitude: 25° 43.9' N Longitude: 80° 9.7' W Highest Observed Water Level (10/24/2005) = 4.76 Feet Mean Higher High Water (MHHW) = 2.19 Feet Mean High Water (MHW) = 2.13 Feet North American Vertical Datum-1988 (NAVD) = 1.97 Feet Mean Tide Level (MTL) = 1.12 Feet Mean Tide Level (MSL) = 1.10 Feet Mean Low Water (MLW) = 0.11 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (03/29/1994) = -1.31Feet

A number of historic tide stations are located closer to the project site, but are no longer active and contain a much shorter record of data. The closest station to the project site is the North Miami Beach stations established by NOAA. This station was established in 1973 and removed in 1976, giving a limited record for highest and lowest observed water levels. Datum data was accepted as of 2003 and are presented in the table below. All datum elevations in this table are referred to mean lower low water (MLLW). The tidal station data is based on the 1983-2001 tidal epoch.

Station ID: 8723050 PUBLICATION DATE: 04/17/2003 Name: NORTH MIAMI BEACH, ATLANTIC OCEAN, FLORIDA Latitude: 25° 55.8’ N Longitude: 80° 7.2' W Highest Observed Water Level (10/25/1973) = 4.31 Feet Mean Higher High Water (MHHW) = 2.76 Feet

BECHPP, MIAMI-DADE COUNTY, FLORIDA, BEACH

RENOURISHMENT 2017, SUNNY ISLES BEACH

00 33 50-1W912EP-17-B-0002

http://tidesandcurrents.noaa.gov/map/index.shtml?type=Datums&region=Florida

Mean High Water (MHW) = 2.65 Feet North American Vertical Datum-1988 (NAVD) = 2.38 Feet Mean Tide Level (MTL) = 1.41 Feet Mean Tide Level (MSL) = 1.42 Feet Mean Low Water (MLW) = 0.16 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (06/29/1973) = -1.40 Feet

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service.

In addition to daily tidal predictions, this publication provides mean and spring tide ranges as well as 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/.

b) Wind and Wave Data. The following publications include wind and wave information in the vicinity of the project area, and are available for review in the Jacksonville District Office or 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. It also provides miscellaneous meteorological data. This publication is available through NOAA, and is also available 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 (63469) lies approximately 12.5 miles east of the Newport Fishing Pier in the City of Sunny Isles Beach, FL. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period extending from 1980-2014, at a station located in 296 meters (971.1 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website:

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

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

BECHPP, MIAMI-DADE COUNTY, FLORIDA, BEACH

RENOURISHMENT 2017, SUNNY ISLES BEACH

00 33 50-2W912EP-17-B-0002

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

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The Miami Beach, Florida, NOAA rain gage in proximity to the project location provides a Summary of Monthly Normals over the period of record from 1981 through 2010. This station is located at latitude 25.8063° N, longitude 80.1334° W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals.

00 33 50-3W912EP-17-B-0002

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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.1.1 Base

1.3.1.2 Option A

1.3.1.3 Option B

1.3.1.4 Option C

1.3.1.5 Option D

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Restrictions

1.3.4.1 Delivery of material

1.3.4.2 Work on the Beach

1.3.4.3 Staging Areas for Construction Equipment on the Beach

1.3.5 Work Performed by Others

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Weather, Water Stage and Tide Data

1.6.2 Contractor Investigation

1.6.3 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 17-051 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 nourish critically eroded shoreline at Sunny Isles Beach. The project beach has a maximum berm elevation of +6.8 feet, NAVD88, and a minimum berm elevation no less than +6.1 feet, NAVD88 with a foreshore slope of 1 Vertical on 10 Horizontal to tie into existing grade. 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. Upland sand sources which have met criteria specified in 35 30 00 BEACH FILL can be found within the authorized Limited Revaluation Report located at the following web address:

(http://www.saj.usace.army.mil/About/ DivisionsOffices/Planning/EnvironmentalBranch/EnvironmentalDocuments.aspx).

Other sources may be available. The Construction Baseline (CBL) and Erosion Control Line (ECL) are the same and the width of the restored beach varies measured perpendicular to the CBL/ECL as shown on the drawings.

SECTION 01 11 00 Page 2

The work is divided into a Base and four options as indicated below with all work between Florida Department of Environmental Protection (FDEP) Range Monuments R-7 to R-19. Work for the base and all options includes vibration control and monitoring, environmental species monitoring, and turbidity monitoring.

1.3.1.1 Base

Base work consists of nourishing from CBL/ECL station 7+000 (northern project limit) to station 10+050.

1.3.1.2 Option A

Option A consists of nourishing from CBL/ECL station 10+050 to station 16+200.

1.3.1.3 Option B

Option B consists of nourishing from CBL/ECL station 16+200 to station 16+900.

1.3.1.4 Option C

Option C consists of nourishing from CBL/ECL station 16+950 to station 17+650.

1.3.1.5 Option D

Option D consists of nourishing from CBL/ECL station 17+650 to station 19+800.

1.3.2 Location

The work is located North of Haulover Beach Park between DEP Monuments R-7 to R-19 in Miami-Dade County, Florida.

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 areas shown on the drawings and described herein. Any additional access or staging areas needed by the Contractor will need to be approved by the Contracting Officer and coordinated with the City of Sunny Isles at the Contractor's expense. The Contractor shall not operate or store equipment beyond the limits of construction shown on the drawings. All construction equipment shall yeild to emergency vehicles in transit as needed throughout the duration of the project.

1.3.4.1 Delivery of material

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

SECTION 01 11 00 Page 3

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 Staging Areas for Construction Equipment on the Beach

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

1.3.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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.

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 17-051 indicated in paragraph REFERENCES above are provided as separate electronic files.

SECTION 01 11 00 Page 4

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 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

SECTION 01 11 00 Page 5

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.

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.

SECTION 01 11 00 Page 6

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 7

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 Items

0003, 0009, 0014, 0019 and 0024)

1.5.2 Environmental Species Monitoring (Line Items 0004, 0010, 0015, 0020 and 0025)

1.5.3 Turbidity Monitoring (Line Items 0005, 0011, 0016, 0021 and

0026)

1.6 UNIT PRICE PAYMENT ITEMS

1.6.1 Beach Fill (Line Items 0001, 0007, 0012, 0017 and 0022)

1.6.1.1 Payment

1.6.1.2 Measurement

1.6.1.3 Unit of Measure

1.6.2 Beach Tilling (Line Items 0002, 0008, 0013, 0018 and 0023)

1.6.2.1 Payment

1.6.2.2 Measurement

1.6.2.3 Unit of Measure

1.6.3 Standby Time (Line Item 0006)

1.6.3.1 Payment

1.6.3.2 Measurement

1.6.3.3 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 Items 0003, 0009, 0014, 0019 and 0024)

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 Items 0004, 0010, 0015, 0020 and 0025)

Payment will be made for costs associated with or incidental to daily coordination with Miami-Dade County - Environment Resource Management (DERM) on their daily management of the monitoring of sea turtles, migratory birds, and other endangered species. Contacts to DERM will be provided at the Pre-construction conference. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.5.3 Turbidity Monitoring (Line Items 0005, 0011, 0016, 0021 and 0026)

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, SECTION 01 22 00 Page 3 labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

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

Contract unit price multiplied by agreed quantity is full compensation.

1.6.1 Beach Fill (Line Items 0001, 0007, 0012, 0017 and 0022)

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

SECTION 01 22 00 Page 4

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. 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 Items 0002, 0008, 0013, 0018 and 0023)

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 Standby Time (Line Item 0006)

1.6.3.1 Payment

Standby time, when exercised by the Contracting Officer, will be paid for each hour or part thereof that beach fill activities are not in operation.

Standby time shall be utilized when the presence of a Florida Department of Transportation (FDOT) Contractor in the immediate vicinity of the staging/access area(s) which the contractor is actively using prohibits the contractor from delivering and placing Beach Fill. It will not be utilized for delays caused by increased traffic as a result of FDOT construction or any other conditions unless directed by the Contracting Officer. Standby time is not afforded for delays caused by adverse weather

SECTION 01 22 00 Page 5 conditions or if the Contracting Officer determines the delay is caused by the contractor operating in a negligent manner. Payment will be made for costs associated with or incidental to standby of Beach Fill activities only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.6.3.2 Measurement

Standby Time, if required and implemented as described in Payment above, will be measured and paid for each hour or part thereof in 1/6 hour increments, or 10 minute intervals, that the Beach Fill activities are not in operation by request of the Contracting Officer.

1.6.3.3 Unit of Measure

Hour

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

1.3.3 Inspections by Others

1.3.4 Contracts by others within the Work Area

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 30 calendar days after Notice to Proceed:

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…