B.08.02 Specs Vol. II, Big Fishweir Creek FY22 (W912EP20R0002).pdf

W912EP22R0002

Jacksonville District

Big Fishweir Creek, Aquatic Ecosystem Restoration, Continuing Authorities Program (CAP) - Section 206

Duval County, Florida

Construction Solicitation and Specifications

Volume 2 of 2

See Volume 1 of 2 for issue date

BIG FISHWEIR CREEK, AQUATIC ECOSYSTEM RESTORATION

CAP SECTION 206, DUVAL COUNTY, FLORIDA

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 SEPERATE FILE)

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 (Alternate)

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 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

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

35 20 23 DREDGING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

FOR

BIG FISHWEIR CREEK

AQUATIC ECOSYSTEM RESTORATION

CAP SECTION 206

DESIGNATION - DUV 35

PID - BC2451

STATE/COUNTY- FL/DUVAL

MARKER: SURVEY DISK

SETTING: SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN PAVEMENT

SP_SET: CONCRETE PORCH

STAMPING: DUV 35 1984 BSM

MARK LOGO: FLDNR

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SATELLITE

OBSERVATIONS - November 11, 2006

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1984

3.25 MI SW FROM JACKSONVILLE. BEGIN AT THE NORTH END OF THE ACOSTA

BRIDGE (JUNCTION OF STATE ROAD 13 WITH U.S. HIGHWAY 17/STATE ROAD 211),

GO 2.2 MILES SOUTHERLY ON STATE ROAD 211 (RIVERSIDE AVENUE), TO THE

INTERSECTION OF ST. JOHNS AVENUE, CONTINUE 1.05 MILES SOUTH ON STATE ROAD

211 TO BUILDING 3622 (THE CLOCK WORKS) AND THE MARK. THE MARK BEARS 70.7

FEET SOUTHEAST OF THE CENTERLINE OF ST. JOHNS AVENUE, 17.9 FEET NORTHEAST

OF THE BUILDING ENTRANCE, AND 2.4 FEET WEST-NORTHWEST OF THE INSIDE

CORNER WHERE THE WALLS MEET FOR BUILDINGS 3622 AND 3620. THE MARK IS 1

FT ABOVE ROAD.

STATION RECOVERY (1993)

RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)

RECOVERED IN GOOD CONDITION.

STATION RECOVERY (2006)

RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2006 (DJ)

RECOVERED IN GOOD CONDITION.

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 21 Page 1

DESIGNATION - DUV 36

PID - BC2452

STATE/COUNTY- FL/DUVAL

MARKER: BENCH MARK DISK

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

SP_SET: BRIDGE WALKWAY

STAMPING: DUV 36

MARK LOGO: FLDT

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1985

4.05 MI SW FROM JACKSONVILLE. BEGIN AT THE NORTH END OF THE ACOSTA

BRIDGE (JUNCTION OF STATE ROAD 13 WITH U.S. HIGHWAY 17/STATE ROAD 211),

GO 2.2 MILES SOUTHERLY ON STATE ROAD 211 (RIVERSIDE AVENUE) TO THE

INTERSECTION OF ST. JOHNS AVENUE, CONTINUE 1.85 MILES SOUTH ON STATE ROAD

211 TO THE BRIDGE OVER FISHWEIR CREEK AND THE MARK. THE MARK IS AT THE

NORTHWEST CORNER OF THE BRIDGE, 27 FEET WEST OF THE CENTERLINE OF STATE

ROAD 211, 1 FOOT EAST OF A METAL GUARDRAIL, AND 1 FOOT WEST OF THE BRIDGE

CURB. THE MARK IS 1 FT ABOVE ROAD.

STATION RECOVERY (2019)

RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2019 (RN)

RECOVERED AS DESCRIBED, WITH THE EXCEPTION OF A METAL GUARD RAIL POST

BASE PARTIALLY COVERING THE MARK.

00 31 21 Page 2

DESIGNATION - DUV 37

PID - BC2453

TIDAL BM - This is a Tidal Bench Mark.

MARKER: BENCH MARK DISK

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

SP_SET: BRIDGE WALKWAY

STAMPING: DUV 37

MARK LOGO: FLDT

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - January 09, 2005

DESCRIBED BY FL DEPT OF NAT RES 1985

4.05 MI SW FROM JACKSONVILLE. BEGIN AT THE NORTH END OF THE ACOSTA

BRIDGE (JUNCTION OF STATE ROAD 13 WITH U.S. HIGHWAY 17/STATE ROAD 211),

GO 2.2 MILES SOUTHERLY ON STATE ROAD 211 (RIVERSIDE AVENUE) TO THE

INTERSECTION OF ST. JOHNS AVENUE, CONTINUE 1.85 MILES SOUTH ON STATE ROAD

211 TO THE BRIDGE OVER FISHWEIR CREEK AND THE MARK. THE MARK IS AT THE

SOUTHEAST CORNER OF THE BRIDGE, 29 FEET EAST OF THE CENTERLINE OF STATE

ROAD 211, 1 FOOT WEST OF A METAL GUARDRAIL, AND 1 FOOT EAST OF THE

CURBING.

STATION RECOVERY (2005)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)

THE MARK WAS RECOVERED IN GOOD CONDITION.

EAST.

00 31 21 Page 3

DESIGNATION - 872 0296 D TIDAL

PID - DI0180

TIDAL BM - This is a Tidal Bench Mark.

MARKER: SURVEY DISK SET IN SIDEWALK.

STAMPING: 0296 D 2004

MARK LOGO: FLDEP

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

OBSERVATIONS - January 23, 2019

DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)

THE MARK IS IN JACKSONVILLE. TO REACH THE MARK FROM THE INTERSECTION OF

U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD (STATE ROAD 128) IN JACKSONVILLE,

GO EAST AND SOUTHEAST ON SAN JUAN BOULEVARD (STATE ROAD 128) ACROSS THE

ORTEGA RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR 1.0 MI TO

THE MARK ON THE RIGHT, SET FLUSH IN A 4.0 FT WIDE CONCRETE SIDEWALK OVER

THE SOUTH ABUTMENT OF THE GRAND AVENUE (STATE ROAD 211) BRIDGE OVER THE

ORTEGA RIVER.

LOCATED 220.0 FT NORTH-NORTHWEST OF BENCH MARK NO 2 1939, 31.0 FT

NORTHWEST OF THE ASPHALT PAVEMENT, 22.3 FT SOUTH-SOUTHEAST OF AN ALUMINUM

LIGHT POLE, 17.6 FT WEST-SOUTHWEST OF THE CENTERLINE OF GRAND AVENUE

(STATE ROAD 211) AND 10.3 FT NORTH OF A 3.5 FT BY 4.0 FT ORNAMENTAL

COLUMN STAMPED 720005 AT THE SOUTH CORNER OF THE BRIDGE.

STATION RECOVERY (2019)

RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2019 (RN)

RECOVERED IN GOOD CONDITION.

00 31 21 Page 4

DESIGNATION - DEG-1

PID - N/A

MARKER: ½” DIAMETER IRON PIPE WITH ORANGE CAP

STAMPING: TRAV PT LB 4603

MAGNETIC: MARKER IS IRON

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

OBSERVATIONS

THE MARK IS IN JACKSONVILLE.

FROM THE INTERSECTION OF ST. JOHNS AVE AND GREENWOOD AVE., HEAD

SOUTHEASTERLY FOR 516 FEET TO THE MARK ON THE RIGHT.

00 31 21 Page 5

DESIGNATION - DEG-2

MAGNETIC: MARKER IS IRON

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

MARK IS LOCATED IN THE NORTHEASTERN QUADRANT OF THE INTERSECTION OF ST.

JOHNS AVE AND GREENWOOD AVE. SEE IMAGES IN THE DESCRIPTION FOR DEG-1.

00 31 21 Page 6

DESIGNATION - DEG-3

MAGNETIC: MARKER IS IRON

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

FROM THE INTERSECTION OF HERSCHEL ST. AND ST. JOHNS AVE., HEAD TOWARD

DOWNTOWN JACKLSONVILLE ON ST. JOHNS AVE. FOR 0.15 MILE. TURN RIGHT INTO

PARKING AREA. MARKS IS 500 FEET FROM THE ROAD’S EDGE.

00 31 21 Page 7

DESIGNATION - DEG-4

MAGNETIC: MARKER IS IRON

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

MARK IS IN THE MEDIAN OF STATE ROAD 15 (ROOSEVELT BLVD), 80 FEET NORTH OF

ITS INTERSECTION WITH PARK STREET.

00 31 21 Page 8

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

FOR

BIG FISHWEIR CREEK

AQUATIC ECOSYSTEM RESTORATION

CAP SECTION 206

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

a) Water Stages. Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations from the Atlantic Ocean, but could also be affected by riverine influences from the St. Johns River. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms may affect the area any time of the year.

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and Table 1. These data are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 – 2001 and are based on a controlling tide station near Mayport, Florida (NOAA Tide Station 8720220). Additional tidal data on stations in the vicinity of the subject project area can be found at the following website:

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

The elevations in Table 1 were taken from NOAA’s Tide Station 8720296 (Ortega River Entrance, FL). These datums are based on a 6-month analysis from August 1978 – January 1979 from a gauge on the St. Johns River, which is roughly 0.7 m iles (mi) southeast of the project area.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1 https://tidesandcurrents.noaa.gov/map/index.html?region=Florida

Figure 1. NOAA Tide Stations in the Vicinity of the Project Area

Table 1. Datums from NOAA Station 8720296 (Ortega River Entrance, FL)

Location: 30° 16.7' N, 81° 42.3' W Analysis Period: Aug. 1978 – Jan. 1979

Datum Elevation (ft-MLLW) Mean Higher-High Water (MHHW) 1.25 Mean High Water (MHW) 1.16 North American Vertical Datum of 1998 (NAVD) 0.63 Mean Tide Level (MTL) 0.61 Mean Sea Level (MSL) 0.57 Mean Low Water (MLW) 0.06 Mean Lower-Low Water (MLLW) 0.00

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2

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

b) Wind and Wave Data. The publications in this section include wind and wave information in the vicinity of the project area. They are available for review at the websites or agencies indicated.

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or on the following website: https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

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

Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station 63407 is located in roughly 15.0 meters (m) of water relative to the Mean Sea Level (MSL) datum (i.e. 49.2 feet [ft] MSL) at 30° 25.2' N, 81° 15.0' W. This station lies approximately 9.0 mi east of the mouth of the St. Johns River. 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 St. Johns County projects is http://www.ndbc.noaa.gov/maps/Florida.shtml.

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

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

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 3 https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml

1. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (http://www.ncdc.noaa.gov/cdo-web/) published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological data relevant to this region. Available data 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 monthly average values for temperature, precipitation, and other information. NOAA’s Jacksonville Naval Airport Station, FL gauge (ID USW00093837) lies roughly 4 miles south of the project area at 30° 14.0' N, 81° 40.0' W, where monthly normal rainfall data are provided over the period of record from January 2010 to December 2010.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 4 http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

03/20

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 WORK RESTRICTIONS

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 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 LOCATION OF UNDERGROUND FACILITIES

1.10.1 Notification Prior to Mobilization

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

1.11.1 Contractor Responsibility

1.12 CONSTRUCTION FORMS AND DETAILS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

03/20

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 Big Fishweir Creek, Duval County, Florida

SCC_CA (March 2020) Big Fishweir Creek Sediment Core Collection and Chemical Analysis Report

EM 385-1-1 Safety and Health Requirements Manual

Surveys Electronic Survey File is provided for:

Survey Number 18-213

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes dredging of portions of the Big Fishweir Creek and Little Fishweir Creek as shown on the drawings. Dredged material from Little Fishweir Creek (STA.1+50 to STA. 9+57), the Channel Widener (STA.

33+19 to STA. 35+33.02) and the main channel (STA. 35+33.02 to STA. 55+38) shall be transported to and placed into Bartram Island Disposal Area into Cell B as noted on the plans. Dredged material from the upper reaches of Big Fishweir Creek (STA 1+00 to STA. 18+25) may be transported to and placed into Bartram Island Disposal Area Cell B or an approved upland disposal facility. Cell B is approximately 14 miles northeast of the project location. Prior to demobilization, dewater Cell B by pumping any effluent water into Cell B2. Work also includes turbidity monitoring, endangered species monitoring, vibration control monitoring, channel debris removal, and incidental related work as well as, coordination with JAXPORT's Hired Contractor for disposal in Bartram Island.

1.2.2 Location

The project is located at the west side of the St. Johns River approximately 4 miles south of downtown Jacksonville, Florida (Duval County). It is just north of the Ortega River mouth into the St. Johns River, approximately as indicated. The disposal area is located on Bartram Island Disposal Area that is located just west of Dames Point Bridge on the St Johns River in Jacksonville, Duval County, Florida. Only

SECTION 01 11 00 Page 2 water access to Bartram Island is available.

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 WORK RESTRICTIONS

The Contractor shall limit work hours and activities to between 8:00 AM and 8:00 PM Monday through Saturday. Work occurring on Sunday or outside these prescribed hours is not allowed without prior written approval from the Contracting Officer.

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.

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 and instructions concerning availability of core borings for inspection.

A SCC_CA (chemical characterization analysis for the sediment) was performed on Big Fishweir Creek. Sediment samples were analyzed for metals, organochlorine pesticides, PCBs, PAHs, TRPH, and dioxins/furans.

Analyses included total recoverable (TR), TCLP, and elutriate testing.

All samples contained metals, PAHs, PCBs, pesticides, and dioxins/furans.

Three of the 5 samples detected TRPH. No samples exceeded TCLP or commercial/industrial risk-based values. TR and elutriate results exceeded surface water standards for a few chemicals.

1.6.2 Weather, Water Stage and Tide Data

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

SECTION 01 11 00 Page 3

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

Channel Traffic in the project area consists of small recreational vessels of all types and sizes which can be accommodated by existing depths.

Expect heavy boat traffic, both commercial and pleasure near and adjacent to Bartram Island especially on the weekends.

1.6.5 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 1917. 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, promptly move said plant on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work, promptly remove the plant, including ranges, buoys, piles, and other marks placed under the Contract in navigable waters or on shore.

1.6.6 Surveys

Surveys indicated in paragraph REFERENCES above are provided as separate electronic files.

1.7 LAYOUT OF WORK

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

1.7.1 Established Project Control

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.7.2 Layout

From the monuments, control data and elevations established by the Government, complete the layout of the work and obtain 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.

SECTION 01 11 00 Page 4

1.7.3 Survey

Provide equipment, tools, material, labor for laying out any part of the work from the monuments, control data, and elevations established by the Government. 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 negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their 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 will 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, 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, in coordination with the Contracting Officer.

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 must be in a condition equal to or better than that which existed before new work started.

1.10 LOCATION OF UNDERGROUND FACILITIES

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed

SECTION 01 11 00 Page 5 by piping, ducts, and other work to be installed.

1.10.1 Notification Prior to Mobilization

Notify the Contracting Officer at least 7 days prior to Mobilization.

Contact 811 Sunshine State One Call two (2) full business days prior to initial access to Staging and Access areas, as well as commencement of dredging. Contractor is responsible for marking all utilities not marked by utilities.

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

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

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

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

1.11.1 Contractor Responsibility

The project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. The Contractor shall be responsible for obtaining information concerning rain, wind and wave conditions that could influence safety, hauling and placement operations prior to submitting a proposal or bid.

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon issuance 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

SECTION 01 11 00 Page 6 days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

1.12 CONSTRUCTION FORMS AND DETAILS

From the Jacksonville District Home Page, click the links ENGINEERING DIVISION, then CONSTRUCTION FORMS AND DETAILS. See web site address http://www.saj.usace.army.mil/About/Divisions-Offices/Engineering/Design-Branch/Specifications-Section/.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

08/21

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Vibration Control Monitoring (Line Item 0006)

1.4.3 Turbidity Monitoring (Line Item 0007)

1.4.4 Environmental Species Monitoring (Line Item 0008)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Channel Debris Removal (Line Item 0005)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Excavation (Line Items 0002, 0003, and 0004)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Standby Time (Line Item 0009)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Partnering Regroup (Line Item 0010)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

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

08/21

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) Hydrographic Surveying

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar

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

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Weight Tickets ; G, RO

Weight Scale Certification ; G, RO

Request for Progress Payment ; G, RO

1.4 JOB PAYMENT ITEMS

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

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

1.4.1 Mobilization and Demobilization (Line Item 0001)

a. Payment will be made for costs associated with and incidental to mobilization and demobilization and establishment of initial project management and coordination. These costs may include but are not limited to those associated with site preparation of staging and access areas, such as the clearing and disposal of trees and vegetation as needed to perform the work. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

b. The Government will pay 80 percent (withhold 20 percent) of progress and total payment made under this line item until all staging and access areas have been restored to the satisfaction of the Contracting Officer. This is not considered retainage under clause PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES.

This is considered payment withheld for work paid for under this line item which has not been performed. Acceptance of repairs to staging

SECTION 01 22 00 Page 3 and access routes may be subject to final approval of local permitting authorities.

1.4.2 Vibration Control Monitoring (Line Item 0006)

Payment will be made for costs associated with and incidental to the protection of existing structures from construction activities and monitoring. Vibration Control and Monitoring is only required for the upper reaches of Big Fishweir Creek (STA. 1+00 to STA. 18+25), Little Fishweir Creek (STA. 1+50 to STA. 9+57), the Channel Widener (STA. 33+19 to STA. 35+33.02), and the Staging and Access Area. Vibration Control and Monitoring is not required for lower reach of Big Fishweir Creek (STA 35+33.02 TO 55+38). See Section 02 22 13 VIBRATION MONITORING

REQUIREMENTS FOR EXISTING STRUCTURES.

1.4.3 Turbidity Monitoring (Line Item 0007)

Payment will be made for costs associated with and 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 Monitoring (Line Item 0008)

Payment will be made for costs associated with and incidental to monitoring migratory birds, manatee observer, and endangered species as identified in 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 will 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 Channel Debris Removal (Line Item 0005)

1.5.1.1 Payment

Payment will be made for costs associated or incidental to removal, transportation, and disposal of debris encountered during dredging activities and within the areas noted as Debris Removal Area on the plans.

Debris not considered for this payment include any contractor generated construction debris, waste materials, packaging material and the like.

Maintain a separate Debris Container for disposal of channel debris as described in Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES. All methods of removal, handling and legal disposal site must be approved by the Contracting Officer.

1.5.1.2 Measurement

a. Channel debris will be measured for payment by the weight removed and

SECTION 01 22 00 Page 4 hauled offsite. Channel debris removed will be measured for payment by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. The scales must be capable of printing a weight ticket including time, date, truck number, and weight. Weight certificates furnished by a public weighmaster will be acceptable. Submit Certified Weight Tickets to account for the quantities to be paid. Provide State certified weight tickets per transportation unit for all channel debris hauled off the construction site to dispose of for the purpose of payment.

b. Each truck load will be weighed to the nearest 0.1 ton and the final quantity rounded to the nearest whole ton. Channel debris will be measured for payment by weighing on approved scales before being hauled to the approved disposal location. Payment will be based on submission of Certified Weight Tickets. Scales must be of sufficient length to permit simultaneous weighing of all axle loads and have accuracy within 0.2 percent throughout the range of the scales. The scale's accuracy must conform to the applicable requirements of NIST HB 44 and be certified by an inspector of the State Inspection Bureau charged with scales inspection within Florida prior to weighing any channel debris. The scales must be capable of printing a weight ticket including time, date, truck number and weight. If commercial scales are readily available in close proximity to the dredging area or the project site, documentation must be submitted certifying that the scales meet the requirements of the specification. The Contracting Officer will evaluate scale prior to construction, and will make periodic observations of weighing operations throughout construction. Submit a copy of the Weight Scale Certification from the regulation agency attesting to the scale’s accuracy.

1.5.1.3 Unit of Measure

Ton.

1.5.2 Excavation (Line Items 0002, 0003, and 0004)

1.5.2.1 Payment

a. Payment will be made for costs associated with or incidental to dredging, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); and noise control. Also included is any pumping of water to Cell B2 weirs necessary to drain Cell B or accommodate existing active bird nests which may be encountered. 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. In addition to the above, payment will be made for cubic yard in-place to the allowable overdepth shown on the drawings. Payment quantities will be determined by the Government using Digital Terrain Model (DTM)surface-to-surface method of calculation.

SECTION 01 22 00 Page 5

1.5.2.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS 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.

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

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 methodology will be determined in the field and will remain consistent throughout the contract. Survey frequency will be the same as that shown in the drawings. The Government will perform before- and after dredge hydrographic surveys perpendicular to the channel centerline with spacing at 25 feet at each station (STA.) for the upper reaches of Big Fishweir Creek (STA 1_00 to STA. 18+25), Little Fishweir Creek (STA.

1+50 to STA. 9+57), and Channel Widener (STA. 33+19 to STA. 35+33.02) and 100 feet spacing at the main channel (STA. 35+33.02 to STA.

55+38). Surveys will also include collection of sections perpendicular to the channel centerline at all point of intersection (PI) stations. In addition, soundings will be collected along the centerline and channel toes.

1.5.2.3 Unit of Measure

Cubic yard.

1.5.3 Standby Time (Line Item 0009)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to standby of dredge plant only upon implementation of this line item. Standby time is defined as when, at the direction of the Contracting Officer, the dredge is put out of operation for reasons outside the requirements in the contract.

SECTION 01 22 00 Page 6

1.5.3.2 Measurement

Standby time, when exercised by the Contracting Officer, will be measured for payment by each hour, or part thereof, that the plant is not in operation.

1.5.3.3 Unit of Measure

Hour.

1.5.4 Partnering Regroup (Line Item 0010)

1.5.4.1 Payment

Payment will be made for costs associated with and incidental to conducting a partnering regroup. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.4.2 Measurement

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

1.5.4.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

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

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Quantity Survey Report from PSM/RLS (See paragraph Surveyor

SECTION 01 45 05 ).

e. QA/QC deficiency tracking list.

SECTION 01 22 00 Page 7

f. Weight Tickets

g. Environmental Monitoring Reports.

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 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

09/21

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Access by Others

1.3.3 Inspections by Others

1.4 PROJECT MEETINGS

1.5 PROJECT MEETINGS FORMAT

1.6 PRECONSTRUCTION CONFERENCE

1.6.1 Preconstruction Conference Minutes and Phone

1.6.2 Preconstruction Conference Submittals

1.6.2.1 Other Division 01 Submittals

1.6.2.2 Divisions 02 through 48 Submittals

1.6.3 Joint Risk Register

1.6.4 List of Subcontractors

1.7 PARTNERING

1.7.1 Initial Partnering Meeting

1.7.1.1 Contractor Responsibility

1.7.1.2 Tasks and Deliverables

1.7.2 Partnering Regroups

1.7.2.1 Contractor Responsibility

1.7.2.2 Tasks and Deliverables

1.7.3 Cancellation of Partnering Meeting or Regroup

1.8 NOTICE TO PROCEED

1.9 COORDINATION MEETING

1.10 PROGRESS MEETINGS

1.10.1 Progress Meeting Participants

1.11 CONTRACTOR PERFORMANCE EVALUATIONS

1.11.1 Training

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

09/21

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. Use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget.

Related Sections are 01 32 01 PROJECT SCHEDULE, and 01 45 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.

SD-01 Preconstruction Submittals

Draft Joint Risk Register

List of Subcontractors

SD-07 Certificates

Partnering Meeting(s) Written Synopsis ; G, RO

Signature Authority

Drug-Free Work Place Record

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

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

SECTION 01 30 00 Page 2 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 must be edged or trimmed neatly. Mowing or trimming must be performed every three weeks or when vegetation exceeds twelve inches in height.

1.4 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

-- Preconstruction Conference -- Partnering Meeting -- Partnering Regroup…