Volume_2.pdf

W912EP19B0020

Jacksonville District

MANATEE HARBOR, MAINTENANCE

DREDGING, 40-FOOT PROJECT, ENTRANCE

CHANNEL, TURNING BASIN, AND SOUTH

ACCESS CHANNEL

MANATEE COUNTY, FLORIDA

Construction Solicitation and Specifications

Volume 2 of 2

See Volume 1 of 2 for issue date

Manatee Harbor, Maintenance Dredging, 40-Foot Project Entrance Channel, Turning Basin, and South Access Channel

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT (SEE SEPARATE)

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 05 DREDGING - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

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

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 Page 1

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

NOTE/WARNING: There are two survey control monuments at this project that are named “872 6384 K”. One is from 2004 and the other is from 2007. Use caution when establishing staff gauges or calibrating equipment for “real time” positioning operations. Monument “872 6384 K (2004)” was positioned by a long term (>4 hours) GPS observation and is stored in the NGS OPUS-DB system having a permanent Identifier (PID) of BBBT27. This monument is mainly used for horizontal positioning.

Monument “872 6384 K TIDAL (2007)” is a “tidal datum mark”, and is often, but not always, used for vertical datum calibration and verification of field operations.

Other tidal datum marks exist and the survey notes should be consulted to verify which was used for a specific survey.

SECTION 00 31 21 Page 2

Designation: 872 6384 K (2004)

PID: BBBT27

Stamping: 6384 K 2004 Stability: Monument will probably hold position well

Setting: Retaining wall or concrete ledge Description: From the intersection of I-275 and US 41, proceed North on US 41 for 3.3 miles to

Piney Point Road. Turn Left on Piney Point Road for 0.4 miles to Port Manatee Security Gate.

Enter Port Security Gate on North Dock Street for 0.5 miles to Eastern Avenue. Turn right on Eastern Ave. proceed 0.15 miles and bear left on Coastal Street. Take Coastal Street to end. Mark is located on the northwest corner of the seawall.

Observed: 2009-04-28T13:56:00Z Source: OPUS - page5 1209.04 See Also Original file://Saj-netapp2/common/Navigation%20Projects/Deep%20Draft/Manatee/13-093/getDatasheet.jsp?PID=BBBT27&ts=10083115210&style=modern&frame=96

SECTION 00 31 21 Page 3

DESIGNATION - 872 6384 K TIDAL (2007)

PID - DL1871

TIDAL BM - This is a Tidal Bench Mark.

MARKER: SURVEY DISK SET IN A MASSIVE RETAINING WALL

STAMPING: 6384 K 2007

MARK LOGO: FLDEP

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - November 07, 2007

STATION DESCRIPTION -- TO REACH FROM THE INTERSECTION OF INTERSTATE 275 (EXIT

2) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) UNDERPASS IN RUBONIA, GO NORTHERLY ON

U.S. HIGHWAY 41 FOR 3.35 MI TO THE JUNCTION OF PINEY POINT ROAD ON THE LEFT,

TURN LEFT ON PINEY POINT ROAD AND GO NORTHWEST FOR 0.45 MI TO THE ENTRANCE TO

THE ACCESS CONTROL CENTER OF PORT MANATEE ON THE LEFT, AFTER OBTAINING

PASSAGE FROM CONTROL CENTER, CONTINUE THROUGH THE GATE GO WEST ON NORTH DOCK

STREET FOR 0.45 MI TO THE ENTRANCE DRIVE INTO THE PORTS BERTH 7 ON THE LEFT,

TURN LEFT AND GO SOUTHERLY FOR 0.05 MI TO THE MARK ON THE RIGHT, SET FLUSH IN

THE TOP OF THE CONCRETE SEAWALL IN THE NORTHEAST CORNER OF THE BOAT BASIN.

LOCATED 468.0 FT NORTHEAST OF NOS TIDAL STATION DISK STAMPED 6384 C 1976,

83.0 FT EAST-NORTHEAST OF FLDEP SURVEY DISK STAMPED 6384 L 2007, 50.3 FT

SOUTHEAST OF THE FIRST MOORING BOLLARD WEST OF THE NORTHEAST CORNER OF THE

BOAT BASIN, 45.6 FT NORTH OF THE FIRST MOORING BOLLARD SOUTH OF THE NORTHEAST

CORNER OF THE BOAT BASIN AND 42.4 FT WEST-NORTHWEST OF THE WEST FACE OF

WAREHOUSE NUMBER TWO.

SECTION 00 31 21 Page 4

DESIGNATION - 872 6384 C TIDAL

PID - AG7340

TIDAL BM - This is a Tidal Bench Mark.

MARKER: TIDAL STATION DISK SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES

SP_SET: BUILDING FOUNDATION

STAMPING: 6384 C 1976

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - October 25, 2007

HISTORY - Date Condition Report By

HISTORY - 1976 MONUMENTED NOS

HISTORY - 1982 GOOD FLDNR

HISTORY - 20081114 GOOD FL-081

STATION DESCRIPTION BY FL DEPT OF NAT RES 1982

BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY 41, GO 1.25

MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF PINEY POINT ROAD (ACROSS FROM

AMAX PHOSPHATE INC.), GO 0.55 MILE NORTHWEST ON PINEY POINT ROAD TO THE

JUNCTION OF REEDER ROAD, GO 0.1 MILE SOUTH ON REEDER ROAD TO THE JUNCTION OF

THE ENTRANCE ROAD TO PORT MANATEE, GO 0.45 MILE WEST ON THE ENTRANCE ROAD TO

THE PORT AND THE MARK VICINITY.

THE MARK IS SET IN THE WEST FOOTING OF A LARGE BLUE ALUMINUM BUILDING ON THE

EAST SIDE OF THE BOAT BASIN, 1 FOOT WEST OF THE WEST SIDE OF THE BUILDING,

AND 4 FEET NORTH OF THE SOUTHERNMOST GARAGE DOOR OF TWO DOORS ON THE WEST

SIDE OF THE BUILDING.

STATION RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)

THE MARK IS APPROXIMATELY 550 FT WESTERLY FROM THE CENTERLINE OF EASTERN

CEMENT SILOS TO THE WEST FACE OF WAREHOUSE 1 (WAREHOUSE ONE- 13231 AT THE

EAST FACE OF THE GREEN BUILDING).

SECTION 00 31 21 Page 5

Designation: J13-191-1

PID: BBDH92

Stamping: J13-191-1 2013 Stability: May hold, commonly subject to ground movement

Setting: Set into or on top of metal pipe driven into ground Description: Mark is located in Manatee County at the Manatee County Disposal Area.

To reach the mark from the intersection of US 275 and US 41 (Tamiami Trail) travel North on US 41 for 3.3 miles to Piney Point Rd. Turn left on Piney Point Rd and go Northwest for 0.35 miles to Hardee Rd and the entrance to the Manatee County Disposal Area on the right. Turn onto the entrance road and travel 0.2 miles to the mark on the left, at the Southwest corner of the Dike around the disposal area.

Observed: 2013-09-27T12:21:00Z Source: OPUS - page5 1209.04

SECTION 00 31 21 Page 6

Designation: J13-191-2

PID: BBDH93

Stamping: J13-191-2 2013 Stability: May hold, commonly subject to ground movement

Setting: Set into or on top of metal pipe driven into ground Description: Mark is located in Manatee County, FL., at the Manatee County Disposal Area.

To reach the Mark from the intersection of US 275 and US 41 (Tamiami Trail), travel North on US 41 for 3.3 miles to Piney Point Rd on the left. Turn left and go Northwest on Piney Point Rd for 0.2 miles to Hardee Rd and the entrance road to Manatee County Disposal Area on the right. Turn right on entrance road and travel along entrance road and follow the top of levee for 0.8 miles, to the Mark on the left at the North

Observed: 2013-09-28T12:38:00Z Source: OPUS - page5 1209.04

SECTION 00 31 21 Page 7

DESIGNATION - 872 6384 E TIDAL

PID - AG7341

MARKER: TIDAL STATION DISK

SETTING: SET IN A MASSIVE RETAINING WALL

SP_SET: SEAWALL

STAMPING: 6384 E 1976 MAN H-2 1987

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - October 25, 2007

HISTORY - Date Condition Report By

HISTORY - 1976 MONUMENTED NOS

HISTORY - 20120808 SEE DESCRIPTION FL-081

STATION DESCRIPTION

BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY 41, GO

1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF PINEY POINT ROAD

(ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55 MILE NORTHWEST ON PINEY

POINT ROAD TO THE JUNCTION OF REEDER ROAD, GO 0.1 MILE SOUTH ON REEDER

ROAD TO THE JUNCTION OF THE ENTRANCE ROAD TO PORT MANATEE, GO 0.45

MILE WEST ON THE ENTRANCE ROAD TO THE PORT AND THE MARK VICINITY.

THE MARK IS SET NEAR THE NORTHEAST CORNER OF THE CONCRETE DOCK ON THE

SOUTH SIDE OF THE PORT BOAT BASIN, 4.7 FEET WEST OF THE EAST EDGE OF

THE DOCK, AND 5.3 FEET SOUTH OF THE NORTH EDGE OF THE DOCK.

STATION RECOVERY (2012)

THE DISK IS DIFFICULT TO READ. IT IS ALSO AT BIRTH 9, 100 FT NORTH OF

SHED 9 AND 265 FT EAST OF THE NORTHWEST END OF SHED 9.

SECTION 00 31 21 Page 8

DESIGNATION - JEG

PID - AG7336

MARKER: BENCH MARK DISK

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

STAMPING: DNR JEG 1976

MARK LOGO: FLDNR

PROJECTION: FLUSH

MAGNETIC: MARKER IS A STEEL ROD

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - October 25, 2007

HISTORY - Date Condition Report By

HISTORY - 1976 MONUMENTED FLDNR

HISTORY - 20120731 GOOD FL-081

STATION DESCRIPTION

TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 275 (EXIT 2) AND

U.S. HIGHWAY 41 (TAMIAMI TRAIL) UNDERPASS IN RUBONIA, GO NORTHERLY ON

U.S. HIGHWAY 41 FOR 3.35 MI TO THE JUNCTION OF PINEY POINT ROAD ON THE

LEFT, TURN LEFT ON PINEY POINT ROAD AND GO NORTHWEST FOR 0.55 MI TO

THE JUNCTION OF REEDER ROAD ON THE LEFT AND THE MARK, A BENCH MARK

DISK CRIMPED TO A COPPER CLAD STEEL ROD ENCASED IN A 4-INCH PVC PIPE

WITH A CONCRETE KICK BLOCK 1.5 FT BELOW THE LEVEL OF PINEY POINT ROAD.

LOCATED 57.6 FT EAST OF THE CENTERLINE OF REEDER ROAD, 44.6 FT

SOUTHWEST OF THE CENTERLINE OF PINEY POINT ROAD, 32.9 FT NORTH-

NORTHWEST OF THE CENTER OF A CLUSTER OF FIVE PALM TREES IN THE CENTER

OF A ROUND ROCK GARDEN, 23.8 FT SOUTH-SOUTHEAST OF A STOP SIGN, 22.6

FT SOUTHWEST OF A WOODEN TELEPHONE POLE NUMBERED 161-2 WITH ONE GUY

WIRE ATTACHED AND 1.0 FT NORTH OF A CARSONITE WITNESS POST.

STATION RECOVERY (2012)

RECOVERED IN GOOD CONDITION AS DESCRIBED.

SECTION 00 31 21 Page 9

DESIGNATION - L 695

PID - DL1749

MARKER: SURVEY DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: L 695 2007

MARK LOGO: FLDEP

PROJECTION: RECESSED 61 CENTIMETERS

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 - May 31, 2010

HISTORY - Date Condition Report By

HISTORY - 20070802 MONUMENTED FLDEP

HISTORY - 20100531 GOOD HSS

STATION DESCRIPTION

THE MARK IS ABOUT 10.2 MI NORTHEAST OF BRADENTON, 8.8 MI SOUTHWEST OF

RUSKIN, 4.0 MI NORTHEAST OF RUBONIA.

TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 275 (EXIT 2) AND

U.S. HIGHWAY 41 (TAMIAMI TRAIL) UNDERPASS IN RUBONIA, GO NORTHERLY ON

U.S. HIGHWAY 41 FOR 3.35 MI TO THE JUNCTION OF PINEY POINT ROAD ON THE

LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE

MONUMENT FLUSH WITH THE LEVEL OF THE GROUND AND 6.0 FT BELOW THE LEVEL

OF U.S. HIGHWAY 41 SOUTHBOUND LANES.

LOCATED 190.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF PINEY POINT

ROAD, 58.0 FT WEST OF THE CENTERLINE OF U.S. HIGHWAY 41 SOUTHBOUND

LANES, 4.3 FT EAST OF A WOODEN POWER POLE WITH 0NE TRANSFORMER

ATTACHED AND 4.0 FT EAST OF A CARSONITE WITNESS POST.

A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.

STATION RECOVERY (2010)

RECOVERED IN GOOD CONDITION. NOTE-THE MONUMENT IS NOW 2' BELOW THE

LEVEL OF THE GROUND AND APPEARS TO HAVE SETTELED.

SECTION 00 31 21 Page 10

DESIGNATION - MOODY A AZ MK

PID - AG9007

MARKER: HORIZONTAL CONTROL DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: H.C.S.D. MOODY- A AZ- MK 1985

MARK LOGO: FL-057

PROJECTION: RECESSED 5 CENTIMETERS

MAGNETIC: STEEL ROD ADJACENT TO MONUMENT

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

MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - January 09, 2008

HISTORY - Date Condition Report By

HISTORY - 1985 MONUMENTED FL-057

HISTORY - 20080109 GOOD FL-057

STATION DESCRIPTION

THE MARK IS ABOUT 14.5 MI NORTHEAST OF BRADENTON, 5.5 MI SOUTHWEST OF

RUSKIN, 1.6 MI SOUTHWEST OF SUN CITY.

TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)

AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO SOUTH ON U.S.

HIGHWAY 41 FOR 4.25 MI TO THE JUNCTION OF OLD U.S. HIGHWAY 41 (SOUTH

END) ON THE RIGHT, CONTINUE SOUTHWEST ON U.S. HIGHWAY 41 FOR 2.3 MI TO

THE JUNCTION OF VALROY ROAD ON THE LEFT AND THE MARK ON THE LEFT, IN

THE MEDIAN OF U.S. HIGHWAY 41, SET IN THE TOP OF A ROUND CONCRETE

MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5

FT BELOW THE LEVEL OF U.S. HIGHWAY 41 SOUTHBOUND LANES.

LOCATED 40.3 FT SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 41

SOUTHBOUND LANES, 30.3 FT SOUTHWEST OF THE SOUTH EDGE OF THE MEDIAN

CROSSOVER AND 24.0 FT NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 41

NORTHBOUND LANES.

STATION RECOVERY (2008)

RECOVERED IN GOOD CONDITION.

Manatee Harbor, Maintenance Dredging, 40-Foot Project, Entrance Channel, Turning Basin And South Access Channel

SECTION 00 33 50 PAGE 1

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

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

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide station shown in Table 1. These data are referred to mean lower-low water (MLLW) from the tidal epoch period of 1983 – 2001. The elevations in Table 1 are taken from NOAA’s Tide Station 8726384 (Port Manatee, FL) located just outside of the port. These datums are based on analysis periods from December 1999 to November 2008 and January 2012 to December 2016. These values are applicable to dredging operations in the vicinity of Port Manatee. Additional tidal data on stations in the vicinity of the subject project area can be found at the following website:

https://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida.

Table 1. Datums from NOAA Station 8726384 (Port Manatee, FL)

Location: 27° 38.3' N, 82° 33.8' W Analysis Periods: Dec. 1999 – Nov. 2008 and Jan. 2012 – Dec. 2016

Datum Elevation (ft)

Highest Observed (9/02/2016) 4.52

Mean Higher-High Water (MHHW) 2.18 Mean High Water (MHW) 1.91 North American Vertical Datum of 1998 (NAVD) 1.54 Mean Sea Level (MSL) 1.16 Mean Tide Level (MTL) 1.14 Mean Low Water (MLW) 0.37 Mean Lower-Low Water (MLLW) 0.00

Lowest Observed (1/03/2008) -2.03

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

SECTION 00 33 50 PAGE 2

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 5, Gulf of Mexico, Puerto Rico, and Virgin Islands, U.S.

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or on the following website: https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

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

Atlantic and Gulf of Mexico coastlines. WIS Station 73272 is located in 5.0 meters-MSL (16.4 feet-MSL) of water at 27° 30.0' N, 82° 48.0' W. This station is located approximately 17.3 mi southwest of Port Manatee, Florida. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period of 1980 – 2014. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: http://wis.usace.army.mil/.

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

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

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

It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (http://www.ncdc.noaa.gov/cdo-web/) published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological data relevant to this region. Available data 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.

NOAA’s Climate Data Online website also includes 1981 – 2010 Monthly Normals at the following website: http://www.ncdc.noaa.gov/cdo-web/datatools/normals. This product provides

SECTION 00 33 50 PAGE 3

monthly average values for temperature, precipitation, and other information. NOAA’s Parrish, FL gauge (ID USC00086880) lies roughly 13.1 mi east of Port Manatee at 27° 36.5' N, 82° 20.9' W and is applicable to dredging operations in the vicinity of the subject project. Monthly normal rainfall data for this gauge is provided over the period of record from January 2010 to December 2010.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Performed by Others

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather, Water Stage and Tide Data

1.6.3 Contractor Investigation

1.6.4 Maritime Traffic

1.6.5 Obstruction of Channel

1.6.6 Hydrographic Surveys

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

1.9 EXISTING WORK

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

1.10.1 Contractor Responsibility

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Manatee Harbor Maintenance Dredging, Entrance Channel and Turning Basin, 40-Foot Project, Manatee County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

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

DATA.

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

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The base of work includes dredging shoal material from the Manatee Harbor Entrance Channel and Turning Basin. The required depth for Manatee Harbor is 40 feet with one foot of allowable overdepth. All excavated material from Manatee Harbor will be placed in the designated upland disposal area. Work also includes endangered species observers, turbidity monitoring, bird monitoring, mobilization, and operation and maintenance of the Manatee Harbor upland disposal area at the direction of the Contracting Officer.

1.3.2 Location

The Manatee Harbor work is located in Manatee County, Florida. The project site is accessible by water from the surrounding bays. The upland disposal area, upland pipeline route, and return water ditches of the project can be accessed by land.

SECTION 01 11 00 Page 2

1.3.3 Safety Requirements

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

GOVERNMENTAL SAFETY REQUIREMENTS.

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

1.3.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.6 PHYSICAL DATA

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

1.6.1 Physical Conditions

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

1.6.2 Weather, Water Stage and Tide Data

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

1.6.3 Contractor Investigation

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

1.6.4 Maritime Traffic

Marine traffic in the project area consists of commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.6.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or

SECTION 01 11 00 Page 3 other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.6.6 Hydrographic Surveys

Hydrographic surveys are posted as separate electronic files. Survey numbers are indicated on the drawings.

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

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

1.8 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or job prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.9 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

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

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

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than

SECTION 01 11 00 Page 5 the adverse weather anticipated for the project location during any given month.

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

1.10.1 Contractor Responsibility

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 REFERENCES

1.3 RESIDENT MANAGEMENT SYSTEM (RMS)

1.3.1 Definition

1.3.2 Instructions

1.4 SUBMITTALS

1.5 JOB PAYMENT ITEMS

1.5.1 Mobilization and Demobilization (Line Item 0001)

1.5.2 Turbidity Monitoring (Line Item 0003)

1.5.3 Endangered Species Observers (Line Item 0004)

1.5.4 Bird Monitoring (Line Item 0006)

1.6 UNIT PRICE PAYMENT ITEMS

1.6.1 Excavation, Unclassified (Line Item 0002)

1.6.1.1 Payment

1.6.1.2 Measurement

1.6.1.3 Unit of Measure

1.6.2 Standby Time (Line Item 0005)

1.6.2.1 Payment

1.6.2.2 Measurement

1.6.2.3 Unit of Measure

1.6.3 Partnering Regroup Meeting (Line Item 0007)

1.6.3.1 Payment

1.6.3.2 Measurements

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 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying

1.3 RESIDENT MANAGEMENT SYSTEM (RMS)

1.3.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Resident Management System (RMS) payment data base.

1.3.2 Instructions

See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site indicated in Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM).

1.4 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. Submit the following preconstruction submittal items no later than 30 calendar

SECTION 01 22 00 Page 2 days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of job items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base.

SD-07 Certificates

Request for Progress Payment ; G, RO

Submit monthly in accordance with subparagraph "Requesting Progress Payment" below.

1.5 JOB PAYMENT ITEMS

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

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit a list of pay activities, (Schedule of Values) to breakdown bid for each job CLIN. The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). 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 Mobilization and Demobilization (Line Item 0001)

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

1.5.2 Turbidity Monitoring (Line Item 0003)

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.

SECTION 01 22 00 Page 3

1.5.3 Endangered Species Observers (Line Item 0004)

Payment will be made for costs associated with or incidental to endangered species observers. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.4 Bird Monitoring (Line Item 0006)

Payment will be made for costs associated with or incidental to furnishing a Bird Monitor. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

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.

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 Excavation, Unclassified (Line Item 0002)

1.6.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; operation of disposal area; providing and maintaining access to the work site(s) and disposal area; noise control; debris removal; and installation.

See Sections 35 20 23 DREDGING and 01 57 20 ENVIRONMENTAL PROTECTION.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term "area designated by the Contracting Officer" as used in the CONTINUITY OF WORK paragraph, is defined as "acceptance section".

c. Hydrographic surveys for final measurement and payment and for channel clearance will be made by the Government. All surveys will be performed in accordance with EM 1110-2-1003 . Survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

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 average existing conditions, but the depths shown thereon may be verified and corrected by soundings taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

SECTION 01 22 00 Page 4

b. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place and quantities determined by the surface-to-surface difference method.

The volume computed shall be between the bottom surface shown by soundings taken within 3 weeks before dredging and the bottom surface shown by the soundings taken within 3 weeks after the work specified in each acceptance section indicated on the drawings has been completed. The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer's Representative of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity shall include the volume within the limits of the side slopes described in subparagraph "Side Slopes" of paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES of Section 35 20 23 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Materials" of paragraph DISPOSAL OF EXCAVATED MATERIAL of Section 35 20 23

DREDGING.

1.6.1.3 Unit of Measure

Cubic yard.

1.6.2 Standby Time (Line Item 0005)

1.6.2.1 Payment

Standby time is defined as when the dredge plant is not in operation at the direction of the Contracting Officer or Administrative Contracting Officer. Standby time shall be utilized only due to the presence of endangered species in the immediate area of the dredging operations, differing site conditions, security operations or other conditions as determined by the Contracting Officer. Standby time is not afforded for delays caused by adverse weather conditions. This line item is not subject to the variation in estimated quantity clause, and payment will only be made for actual standby time required by the Contracting Officer. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.6.2.2 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 that the plant is not in operation by request of the Contracting Officer.

1.6.2.3 Unit of Measure

Hour.

1.6.3 Partnering Regroup Meeting (Line Item 0007)

1.6.3.1 Payment

Payment will be made for costs associated with or incidental to conducting a partnering regroup. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

SECTION 01 22 00 Page 5

1.6.3.2 Measurements

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

1.6.3.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "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 sums of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

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

3.1.2 Options and Modification CLINS

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

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

-- End of Section --

SECTION 01 22 00 Page 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

1.4 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

1.6.1.1 Contractor Responsibility

1.6.1.2 Tasks and Deliverables

1.6.2 Partnering Regroups

1.6.2.1 Contractor Responsibility

1.6.2.2 Tasks and Deliverables

1.6.3 Cancellation of Partnering Meeting or Regroup

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

-- 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.

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

Draft Joint Risk Register

Contractor shall request a sample template from Contracting Officer Representative or receive Government approval for a Contractor's template form prior to submission. The draft template must be project oriented with potential joint risks that will become topics of discussions for the initial partnering meeting.

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

SECTION 01 30 00 Page 2

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)).

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Contractor shall use Corps of Engineers' Resident Management System for construction information management. See Section 01 45 00 RESIDENT

MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).

1.3.2 Access by Others

Maintain access to power poles and other items owned or operated by utility companies. Coordinate with utility companies as required for line marking, hookups, and relocations as needed to perform work. Incoming electrical utilities become the responsibility of Contractor at transformers. Coordinate emergency incident response with local law enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.3.3 Inspections by Others

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

Areas not accessible to mowers shall be…