Alafia&Manatee_VOL2_SPECS.pdf

W912EP-17-B-0003

Jacksonville District

Small Business Set Aside

Tampa Harbor Maintenance Dredging 32-Foot Project, Alafia River Channel and Turning Basin, and Manatee Harbor Maintenance Dredging 40-Foot Project, Entrance Channel and Turning Basin

Hillsborough and Manatee Counties, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Tampa Harbor Maintenance Dredging 32-Foot Project, Alafia River Channel & Turning Basin Manatee Harbor Maintenance Dredging 40-Foot Project, Entrance Channel & Turning Basin

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

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 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/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Designation: 872 6384 E TIDAL

PID: AG7341

Stamping: 6384 E 1976 MAN H-2 1987

Stability: Monument will probably hold position well

Setting: Massive retaining walls

Mark Condition: G

Description: THEN PROCEED WEST ON PINEY POINT RD FOR 0.35 MILES, (0.56 KM) THEN PROCEED SW

ON HARLEY RD FOR 0.75 MILES (1.21 KM) THRU THE SECURITY GATE, HARLEY THEN

TURNS INTO NORTH DOCK RD, STAY STRAIGHT TO THE WATERS EDGE, THE BENCH

MARK IS SET IN THE NE CORNER OF THE CONCRETE DOCK ON THE SOUTH SIDE OF THE

BOAT BASIN, 1.6 M (5.2 FT) SOUTH OF THE NORTH EDGE OF THE DOCK, AND 1.4 M (4.6 FT)

WEST OF THE EAST EDGE OF THE DOCK AND 1.4 M (4.6 FT) NORTH OF A YELLOW STEEL

CLEAT SECURED TO THE CONCRETE DOCK.

Observed: 2014-02-05T14:31:00Z

Source: OPUS - page5 1209.04 See Also 2012-08-08

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1 https://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG7341

DESIGNATION - 872 6384 E TIDAL (continued)

PID - AG7341

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/MANATEE

This Tidal Bench Mark is designated as VM 7808 by the CENTER FOR

OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.

Photographs are available for this station.

MARKER: DJ = TIDAL STATION DISK

SETTING: 37 = SET IN A MASSIVE RETAINING WALL

SP_SET: SEAWALL

STAMPING: 6384 E 1976 MAN H-2 1987

MARK LOGO: NOS

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007

HISTORY - Date Condition Report By

HISTORY - 1976 MONUMENTED NOS

HISTORY - 1982 GOOD FLDNR

HISTORY - 20120808 SEE DESCRIPTION FL-081

STATION DESCRIPTION -*- DESCRIBED BY FL DEPT OF NAT RES 1976. 1.2 MI

WEST FROM PINEY POINT. FROM THE MAIN INTERSECTION OF US 41 AND A

PAVED ROAD AT PINEY POINT PROCEED NORTHWEST ALONG THE PAVED ROAD 0.6

MILES TO AN INTERSECTION WITH A SECOND PAVED ROAD, THENCE SOUTH ALONG

THIS PAVED ROAD 0.1 MILES TO AN INTERSECTION WITH A THIRD PAVED ROAD

THAT LEADS TO PORT MANATEE TERMINAL, THENCE WEST ALONG THE THIRD PAVED

ROAD 0.6 MILES TO A ROAD THAT RUNS BETWEEN TWO BUILDINGS, THENCE SOUTH

BETWEEN THE TWO BUILDINGS 0.3 MILES TO SOUTHEAST END OF A BASIN. THE

MARK IS AT NORTHEAST CORNER OF A DOCK AREA ON SOUTH SIDE OF THE BASIN,

4.7 FEET WEST OF THE EAST SIDE OF THE DOCK AREA, 5.3 FEET SOUTH OF THE

NORTH SIDE OF THE DOCK AREA, SET FLUSH IN THE SOUTH SIDE OF A CONCRETE

PAD FOR TWO BOLLARDS.

STATION RECOVERY (1982) -*- RECOVERED IN GOOD CONDITION. NEW

DESCRIPTION FOLLOWS. 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

SECTION 00 31 21 Page 2

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 3

Designation: Q 261

PID: AG6024

Stamping: Q 261 1966

Stability: May hold commonly subject to ground movement

Setting: Retaining wall or concrete ledge

Mark Condition: Good

Description: Station is located at Tampa, on Davis Island at the Peter O. Knight Airport. Mark is about 0.1 mi E of a concrete block maintenance bldg. near the S end of the N/S runway, 60 yds. W of extended CL of runway, 66 ft. SE of the center of the junction of black topped rd. (Severn Drive) and a drive leading to hangers, 51

ft. SW of a fence corner. Mark is about level with road set in top of abandoned concrete seawall which has been filled in, 18 ft. W of an orange witness post and a N/S chain-link fence.

Observed: 2009-05-28T12:47:00Z See Also 2008-08-26 See Also Original

Source: OPUS - page5 1209.04

SECTION 00 31 21 Page 4 https://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG6024

DESIGNATION - Q 261 (continued)

PID - AG6024

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/HILLSBOROUGH

This mark is at Peter O'knight Airport (TPF).

This Tidal Bench Mark is designated as VM 6803 by the CENTER FOR

OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.

MARKER: BENCH MARK DISK

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE

STAMPING: Q 261 1966

MARK LOGO: CGS

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 - August 26, 2008.

HISTORY - Date Condition Report By

HISTORY - 1966 MONUMENTED CGS

HISTORY - 20030920 GOOD USPSQD

HISTORY - 20080826 GOOD FLDEP

STATION DESCRIPTION -*- AT TAMPA, ON DAVIS ISLAND AT THE PETER O.

KNIGHT AIRPORT, ABOUT 0.1 MILE EAST OF THE ADMINISTRATION BUILDING,

NEAR THE SOUTH END OF NORTH-SOUTH RUNWAY, 60 YARDS WEST OF THE

EXTENDED CENTER LINE OF THE RUNWAY, 66 FEET SOUTHEAST OF THE CENTER OF

THE JUNCTION OF A BLACK TOPPED ROAD AND A DRIVE LEADING TO THE

HANGARS, 51 FEET SOUTHWEST OF A FENCE CORNER, ABOUT LEVEL WITH THE

BLACK TOPPED ROAD AND SET IN THE TOP OF A CONCRETE SEA WALL WHICH IS

NOT IN USE AND HAS BEEN FILLED IN ON BOTH SIDES.

STATION RECOVERY (2003) -*- FOUND IN GOOD CONDITION. ADMINISTRATION

BUILDING IN 1966 DESCRIPTION NO LONGER EXISTS. A NEW CONCRETE BLOCK

MAINTENANCE BUILDING WAS BUILT ON THE SAME SITE. MARK IS LOCATED IN

AN ABANDONED SEA WALL LOCATED 18 FEET WEST OF AN ORANGE WITNESS POST

AND A NORTH/SOUTH CHAIN LINK FENCE. THE BLACK-TOPPED ROAD IS SEVERN

DRIVE. REMAINDER OF 1966 DESCRIPTION IS CORRECT.

STATION RECOVERY (2008) -*- RECOVERY NOTE BY FL DEPT OF ENV PRO 2008

(BPJ) -*- RECOVERED AS DESCRIBED.

SECTION 00 31 21 Page 5

Manatee Harbor Survey Control

NOTE: 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 6

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

SECTION 00 31 21 Page 7

DESIGNATION - 872 6384 K TIDAL (2007)

PID - DL1871

TIDAL BM - This is a Tidal Bench Mark.

MARKER: SURVEY DISK

SETTING: 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

SECTION 00 31 21 Page 8

DESIGNATION - 872 6384 K TIDAL (2007) (continued)

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 9

U.S. DEPARTMENT OF COMMERCE

National Oceanic and Atmospheric Administration

National Ocean Service

Station ID: 8726384 PUBLICATION DATE: 10/06/2010 Name: PORT MANATEE, TAMPA BAY, FLORIDA NOAA Chart: 11416 Latitude: 27° 38.3' N USGS Quad: COCKROACH BAY Longitude: 82° 33.7' W

To reach the tidal bench marks from the main intersection of U.S. Highway 41 and a medium duty road at Piney Point, proceed NW along the medium duty road for 1.0 km (0.6 mi) to an intersection with a light duty road, continue south along the light duty road for 0.2 km (0.1 mi) to an intersection with a second light duty road leading to the Port Manatee Terminal, continue west along this road for 1.0 km (0.6 mi) to a road that runs between two buildings, proceed south between the two buildings to a turning basin. The bench marks are around the basin in the port area. The tide station is located just north of the NW corner of the turning basin along the bulkhead fronting the bay, near Berth 5.

T I D A L B E N C H M A R K S

PRIMARY BENCH MARK STAMPING: 6384 E 1976

DESIGNATION: 872 6384 E TIDAL

MONUMENTATION: Tidal Station disk VM#: 7808 AGENCY: National Ocean Survey (NOS) PID#: AG7341 SETTING CLASSIFICATION: Concrete dock

The primary bench mark is a disk set in the NE corner of the concrete dock on the south side of the boat basin, 1.6 m (5.2 ft) south of the north edge of the dock, 1.4 m (4.6 ft) west of the east edge of the dock, and 1.4 m (4.6

ft) north of a yellow steel cleat secured to the concrete dock.

BENCH MARK STAMPING: 6384 C 1976

DESIGNATION: 872 6384 C TIDAL

MONUMENTATION: Tidal Station disk VM#: 7807 AGENCY: National Ocean Survey (NOS) PID#: AG7340 SETTING CLASSIFICATION: Building foundation

The bench mark is a disk set in the concrete footing of a blue aluminum building (warehouse) located east of the Port Manatee turning basin area,

43.37 m (142.29 ft) east of the easternmost bulkhead of the basin, 1.19 m (3.90 ft) north of the southernmost garage door of two doors on the west side of the building, and 0.30 m (0.98 ft) west of the building.

SECTION 00 31 21 Page 10

BENCH MARK STAMPING: 6384 F 1976

DESIGNATION: 872 6384 F TIDAL

MONUMENTATION: Tidal Station disk VM#: 7809 AGENCY: National Ocean Survey (NOS) PID#: AG7342 SETTING CLASSIFICATION: base of structure

The bench mark is a disk set in the south side of a concrete pad for two bollards at the NW corner of the dock on the south side of the Port Manatee Boat basin, 1.46 m (4.79 ft) south of the north edge of the dock, and 1.37 m (4.49 ft) east of the west edge of the dock.

BENCH MARK STAMPING: 6384 K 2004

DESIGNATION: 872 6384 K

MONUMENTATION: Tidal Station disk VM#: 17596 AGENCY: National Ocean Service (NOS) PID:

SETTING CLASSIFICATION: Sea wall

The bench mark is a disk set in the western sea wall 80.25 m (263.29 ft) SW from the western corner of the Florida Fish and Wildlife building at the entrance the pump station, 52.50 m (172.24 ft ) SW of Fire hydrant K81A in the NE corner of the parking lot, 10.20 m (33.46 ft) SW from the center of the only bollard on the north sea wall, and 6.40 m (21.00 ft) NE of the most northern bollard on the western sea wall.

BENCH MARK STAMPING: 6384 L 2004

DESIGNATION: 872 6384 L

MONUMENTATION: Tidal Station disk VM#: 17597 AGENCY: National Ocean Service (NOS) PID:

SETTING CLASSIFICATION: concrete Sea wall

From the junction of U.S. 275 south and U.S. 41 north, proceed 5.5 km (3.4

mi) on U.S 41 north, then proceed west on Piney point Rd for 0.5 km (0.35 mi), then proceed SW on Harley rd for 1.21 km (0.75 mi) thru the security gate, Harley Rd then turns into North Dock Rd, the bench mark is a disk set flush in the western sea wall, 55.29 m (181.40 ft) NW from the NW corner of the Fraternidad Service Corp., 13.38 m (43.90 ft) NE from the 9th bollard from the north on the western sea wall, 3.15 M (10.33 ft) SE from the 8th bollard from the north on the western sea wall.

SECTION 00 31 21 Page 11

T I D A L D A T U M S

Tidal datums at PORT MANATEE, TAMPA BAY based on:

LENGTH OF SERIES: 9 YEARS

TIME PERIOD: December 1999 - November 2008

TIDAL EPOCH: 1983-2001

CONTROL TIDE STATION: 8726520 ST. PETERSBURG, TAMPA BAY

Elevations of tidal datums referred to Mean Lower Low Water (MLLW):

METERS

MEAN HIGHER HIGH WATER MHHW = 0.669

MEAN HIGH WATER MHW = 0.585

North American Vertical Datum 1988 NAVD88 = 0.471

MEAN SEA LEVEL MSL = 0.355

MEAN LOW WATER MLW = 0.112

MEAN LOWER LOW WATER MLLW = 0.000

Bench Mark Elevation Information In METERS above:

Stamping or Designation MLLW 6384 E 1976 2.604 6384 C 1976 2.980 6384 F 1976 2.589 6384 K 2004 2.585 6384 L 2004 2.585

SECTION 00 31 21 Page 12

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

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

2. A technical review has been performed on the following data and this memo, signed by Chief, Water Resources Engineering Branch, signifies EN-W Branch Quality Control Certification.

a) Water Stages. Water levels in the project area are mainly affected by wind and tidal fluctuations of the Gulf of Mexico and Tampa Bay which are mixed (diurnal and semi-diurnal).

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). The datums in Table 1 and Table 2 are taken from tide station 8726384 (Port Manatee, FL) and tide station 8726572 (The Kitchen, FL) and are based on the 1983-2001 tidal epoch. The Port Manatee tide station tidal datum analysis period was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS), on 1 December 1999 and continued to 30 November 2008. The Kitchen tide station tidal datum analysis period was established by the NOAA NOS, on 1 December 1978 and continued to 31 December 1978. It was then re-established on 1 February 1979 and continued to 31 March 1979. This tide station was established by the NOAA NOS. Additional information on these and other nearby tide stations is available at this NOAA website:

https://tidesandcurrents.noaa.gov/map/index.shtml?type=BenchMarkSheets&region=Florida.

Table 1. Datum Information for Tide Station 8726384

Station ID: 8726384 PUBLICATION DATE: 9/28/2010 Name: Port Manatee, FL NOAA Chart: 11416 Latitude: 27° 38.3' N USGS Quad: Cockroach Bay Longitude: 82° 33.8' W

Highest Observed Water Level (6 Sept 04) = 4.49 Feet Mean Higher High Water (MHHW) = 2.20 Feet Mean High Water (MHW) = 1.92 Feet North American Vertical Datum – 1988 (NAVD) = 1.55 Feet Mean Sea Level (MSL) = 1.17 Feet Mean Tide Level (MTL) = 1.15 Feet Mean Low Water (MLW) = 0.37 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (3 Jan 08) = -2.02 Feet https://tidesandcurrents.noaa.gov/map/index.shtml?type=BenchMarkSheets&region=Florida

SECTION 00 33 50 Page 2

Table 2. Datum Information for Tide Station 8726572

Station ID: 8726572 PUBLICATION DATE: 8/30/2007 Name: The Kitchen, FL NOAA Chart: 11413 Latitude: 27° 49.2' N USGS Quad: Gibsonton Longitude: 82° 23.2' W

Highest Observed Water Level = Not Available Mean Higher High Water (MHHW) = 2.41 Feet Mean High Water (MHW) = 2.13 Feet North American Vertical Datum – 1988 (NAVD) = 1.51 Feet Mean Sea Level (MSL) = 1.23 Feet Mean Tide Level (MTL) = 1.23 Feet Mean Low Water (MLW) = 0.34 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (3 Jan 08) = Not Available

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

In addition to daily tidal predictions, this publication provides mean and spring tide ranges and mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website:

http://tidesandcurrents.noaa.gov/.

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

1. U.S. Coast Pilot Volume 5, Atlantic Coast: Gulf of Mexico, Puerto Rico and Virgin Islands, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website : http://nauticalcharts.noaa.gov/nsd/cpdownload.htm. .

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (#73270) lies near the seaward end of the Tampa Harbor entrance channel, at latitude 27.6° and longitude -82.9°. Available data includes a hindcast time series of wave http://tidesandcurrents.noaa.gov/ http://nauticalcharts.noaa.gov/nsd/cpdownload.htm

SECTION 00 33 50 Page 3 heights, periods, and directions taken at 1-hour intervals for the 24-year period extending from 1980-2004, at a station located in 10 meters (33 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/. .

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

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

The climate of the area is essentially tropical, and temperatures below freezing are 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 central 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 Tampa Intl AP, 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 27° 58’ N, longitude 82° 32’ W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals http://wis.usace.army.mil/ 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 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.5.6 Hydrographic Surveys

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

W912EP-17-B-0003 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)

GDRs SECTION 00 31 32 Geotechnical Data Report for Alafia River Maintenance Dredging, Entrance Channel and Turning Basin, 32-Foot Project, Hillsborough County, Florida; and SECTION 00 31 32 Geotechnical Data Report for Manatee Harbor Maintenance Dredging, Entrance Channel and Turning Basin, 40-Foot Project, Manatee County, Florida (Two Documents)

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Project work will be divided into a Base plus four options. The Base of work includes dredging shoal material from the Alafia River Channel and disposal of material into DMPF 3-D. The required depth for Alafia River is 33 and 34 feet with one foot of allowable overdepth. The four options consists of maintenance dredging of the Alafia River Channel and Turning Basin, as well as the Manatee Harbor Entrance Channel and the 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 environmental species observers, turbidity monitoring, bird monitoring, sea turtle trawl sweeping and relocation, mobilization, and operation and maintenance of DMPF 3-D and the Manatee Harbor upland disposal area at the direction of the Contracting Officer.

1.2.2 Location

The Tampa Harbor work is located in Hillsborough Bay, Hillsborough County, Florida. The Mantee Harbor work is located in Manatee County, Florida.

Both project sites are accessible by water from the surrounding bays. The Upland Disposal Area, upland pipeline route, and return water ditches at the Manatee Harbor portion of the project can be accessed by land.

1.2.3 Safety Requirements

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

W912EP-17-B-0003 SECTION 01 11 00 Page 2

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 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 phrase "commence work" means "commence dredging". The commencement time indicated applies unless precluded by inclement weather as determined by the Contracting Officer.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 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 two Geotechnical Data Reports ( GDRs) indicated in paragraph REFERENCES above, and the core boring locations are shown on the drawings. Also, see the GDRs for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 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.

1.5.4 Maritime Traffic

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

1.5.5 Obstruction of Channel

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

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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.

1.5.6 Hydrographic Surveys

Hydrographic surveys are posted at the following web address:

http://www.saj.usace.army.mil/Missions/CivilWorks/Navigation/HydroSurveys Survey numbers are indicated on the drawings.

1.6 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.

1.6.1 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.

1.6.2 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.

1.6.3 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

W912EP-17-B-0003 SECTION 01 11 00 Page 4 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.

1.7 DAMAGE TO WORK

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

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Interim Mobilization (Line Item 0016)

1.4.3 Turbidity Monitoring (Line Items 0003, 0010, 0018, 0025 and

0032)

1.4.4 Environmental Species Observers (Line Items 0004, 0011, 0019, 0026 and 0033)

1.4.5 Mobilization and Demobilization for Sea Turtle Trawling and

Relocation (For Hopper Dredges Only)(Line Items 0005, 0012, 0020, 0027 and 0034)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0009, 0017, 0024 and 0031)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sea Turtle Trawling and Relocation (For Hopper Dredges

Only)(Line Items 0006, 0013, 0021, 0028 and 0035)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Standby Time (Line Items 0007, 0014, 0022, 0029 and 0036)

1.5.3.1 Measurement and Payment

1.5.3.2 Unit of Measure

1.5.4 Bird Monitoring (Line Items 0008, 0015, 0023, 0030 and 0037)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

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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.

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Engineering and Design, Hydrographic Surveying

1.2 RESIDENT MANAGMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR 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 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

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Schedule of Values; G, RO

Provide a breakdown of job items into proposed pay activities.

Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job 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. Provide a list of pay activities, (Schedule of Values) to breakdown bid for each job 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.

1.4.1 Mobilization and Demobilization (Line Item 0001)

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

1.4.2 Interim Mobilization (Line Item 0016)

Payment will be made for costs associated with or incidental to mobilization, weir repair, and relocation of pipeline and equipment needed to exercise option(s).

1.4.3 Turbidity Monitoring (Line Items 0003, 0010, 0018, 0025 and 0032)

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.

1.4.4 Environmental Species Observers (Line Items 0004, 0011, 0019, 0026 and 0033)

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

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1.4.5 Mobilization and Demobilization for Sea Turtle Trawling and Relocation (For Hopper Dredges Only)(Line Items 0005, 0012, 0020, 0027 and 0034)

Payment will be made for costs associated with or incidental to mobilization and demobilization for sea turtle trawling and relocation (For Hopper Dredges Only). See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1. Also, see Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Items 0002, 0009, 0017, 0024 and 0031)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; debris removal; installation, bird deterrence within DMPF-3D and the Manatee Harbor upland disposal area, operation or maintenance of the electronic tracking system for surveillance of all dredging and disposal activities. See Section 35 20 23 DREDGING.

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 USACE EM 1110-2-1003 . Survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately 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

W912EP-17-B-0003 SECTION 01 22 00 Page 5 collusion, fraud, or obvious error.

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 TIN comparison 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 2 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.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Sea Turtle Trawling and Relocation (For Hopper Dredges Only)(Line Items 0006, 0013, 0021, 0028 and 0035)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to the Sea Turtle Capture Trawl Sweeping. This price shall include all costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to clear and/or relocate sea turtles from in the vicinity of the dredge, and shall include the cost of reporting as specified. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.2 Measurement

Sea Turtle Capture Trawl Sweeping will be measured for payment based upon the duration of performance on a daily basis. A day of trawl sweeping is defined as 24 hours of continuous trawling. The Contractor shall conduct captive trawl sweeping as described in Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.5.2.3 Unit of Measure

Day.

1.5.3 Standby Time (Line Items 0007, 0014, 0022, 0029 and 0036)

1.5.3.1 Measurement and Payment

Standby time for dredging will be paid for each hour or part thereof that the plant is not in operation by request of the Contracting Officer.

Payment will be made for costs associated with or incidental to standby of the dredge plant 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.

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1.5.3.2 Unit of Measure

Hour.

1.5.4 Bird Monitoring (Line Items 0008, 0015, 0023, 0030 and 0037)

1.5.4.1 Payment

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

1.5.4.2 Measurement

Measurement will be made by the number of days the Bird Monitor is onsite monitoring birds during the designated monitoring period. If multiple phases of work are concurrent, payment will only be made for the Line Item associated with the Phase of work that began first. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.5.4.3 Unit of Measure

Day.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

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

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

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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 (RMS3CM)

1.3.2 Coordination with Other Contracts

1.3.2.1 Adjacent Contractor

1.3.3 Access by Others

1.3.4 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

1.6.2 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

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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 05 DREDGING/BEACH FILL PLACEMENT - 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,…