B08.02 IWW Palm Valley Specs Vol 2.pdf

W912EP21B0010

Jacksonville District

INTRACOASTAL WATERWAY JACKSONVILLE TO

MIAMI - MAINTENANCE DREDGING, 12-FOOT

PROJECT, PALM VALLEY, NORTH REACH

ST. JOHNS COUNTY, FLORIDA

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

IWW Jacksonville to Miami - MD 12-Foot Project, Palm Valley, North Reach

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

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 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

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

35 20 23 DREDGING

35 20 26.02 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

FOR

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI –

MAINTENANCE DREDGING, 12 – FOOT PROJECT,

PALM VALLEY, NORTH REACH

St. Johns County, Florida

Intracoastal Waterway Jacksonville to Miami – Maintenance Dredging, 12 – Foot Project, Palm Valley, North Reach

Section 00 31 21 page 1

DESIGNATION - 872 0398 J

PID - DL5790

STATE/COUNTY- FL/ST JOHNS

MARKER: FLANGE-ENCASED STAINLESS-STEEL ROD W/O SLEEVE

STAMPING: 0398 J 2003

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

STATION DESCRIPTION BY FL DEPT OF ENV PRO 2003 (JLM)

THE MARK IS ABOUT 10.5 MI NORTHEAST OF DURBIN, 5.0 MI SOUTHWEST OF

PALM VALLEY.

TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND COUNTY ROAD

210 (PALM VALLEY ROAD) IN PALM VALLEY, GO SOUTH-SOUTHWEST ON COUNTY

ROAD 210 (PALM VALLEY ROAD FOR 5.2 MI (CROSSING OVER THE INTRACOASTAL

WATERWAY) TO THE JUNCTION OF LORI LANE ON THE LEFT, TURN LEFT ON LORI

LANE AND GO EAST THEN NORTHEAST PARALLELING COUNTY ROAD 210 (PALM

VALLEY ROAD) FOR 0.35 MI TO THE DEAD END AT THE ATLANTIC INTRACOASTAL

WATERWAY AND THE MARK ON THE RIGHT (ON THE EAST SIDE OF A 6-FOOT TALL

CHAINLINK FENCE AROUND A HOLDING POND), A STAINLESS STEEL ROD DRIVEN

TO REFUSAL AT A DEPTH OF 80.0 FT WITH A NGS LOGO CAP FLUSH WITH THE

GROUND AND ABOUT LEVEL WITH LORI LANE, THE DATUM POINT IS RECESSED 0.3

FT BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED 208.0 FT SOUTH OF THE EAST END OF THE SIDEWALK, 200.5 FT SOUTH

OF THE APPROXIMATE CENTERLINE OF LORI LANE, 135.2 FT NORTH OF THE

SOUTHEAST CORNER OF THE CHAINLINK FENCE, 131.2 FT SOUTHEAST OF SURVEY

MARK 0398 K 2003, 24.0 FT WEST OF THE WEST BANK OF THE INTRACOASTAL

WATERWAY, 0.9 FT EAST OF THE CHAINLINK FENCE AND 0.8 FT EAST OF A

CARSONITE WITNESS POST.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.

STATION RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)

195 FEET SOUTH FROM THE CENTERLINE OF LORI LANE, 25.3 FEET SOUTH FROM

A 5 FOOT METAL FENCE, 2 FEET EAST FROM A CHAIN-LINK FENCE.

Intracoastal Waterway Jacksonville to Miami – Maintenance Dredging, 12 – Foot Project, Palm Valley, North Reach

Section 00 31 21 page 2

DESIGNATION - 872 0398 J (continued)

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

INTRACOASTAL WATERWAY

JACKSONVILLE TO MIAMI –

MAINTENANCE DREDGING, 12 –

FOOT PROJECT, PALM VALLEY,

NORTH REACH

St Johns County, Florida

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

1. The following water stage, wind, wave, and weather data are provided for inclusion in the subject project’s 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. Notably, a technical review was performed on the following data, and this memo, signed by Chief, Water Resources Engineering Branch, signifies EN-W Branch QC Certification.

a) Water Stages. Water levels in the project area are mainly affected by rainfall, wind, and semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms is less likely to impact the project area due to the project location (in the Intracoastal Waterway 15.0 – 20.0 miles away from an open ocean inlet), but extratropical surge could minimally 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 Tables 1 – 2. 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 are taken from NOAA’s Tide Station 8720305 (Oak Landing, FL). These datums are based on a one-month analysis in September 1978 from a gauge in the Intracoastal Waterway (ICWW) roughly 6.0 miles north of the project area in Ponte Vedra, Florida. Table 2 provides datums taken from NOAA’s Tide Station 8720398 (Palm Valley ICWW, FL). These elevations are based on data from a one-month analysis in September 1978 from a gauge in the immediately south of the project area in Palm Valley, Florida.

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

Figure 1. NOAA Tide Stations in the Vicinity of Palm Valley, Florida

Table 1. Datums from NOAA Station 8720305 (Oak Landing, FL)

Location: 30° 15.2' N, 81° 25.8' W Analysis Period: Sep. 1978

Datum Elevation (ft-MLLW) Mean Higher-High Water (MHHW) 4.47 Mean High Water (MHW) 4.26 North American Vertical Datum of 1998 (NAVD) 2.81 Mean Sea Level (MSL) 2.60 Mean Tide Level (MTL) 2.20 Mean Low Water (MLW) 0.15 Mean Lower-Low Water (MLLW) 0.00

Table 2. Datums from NOAA Station 8720398 (Palm Valley ICWW, FL)

Location: 30° 8.0' N, 81° 23.2' W Analysis Period: Sep. 1978

Datum Elevation (ft-MLLW) Mean Higher-High Water (MHHW) 5.09 Mean High Water (MHW) 4.84 North American Vertical Datum of 1998 (NAVD) 3.15 Mean Sea Level (MSL) 2.98 Mean Tide Level (MTL) 2.51 Mean Low Water (MLW) 0.18 Mean Lower-Low Water (MLLW) 0.00

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.

i. 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.

ii. 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 63413 is in roughly 20.0 meters of water relative to the Mean Sea Level (MSL) datum (i.e. 65.6 ft-MSL) at 30° 10.2' N, 81° 10.2' W. This station lies approximately 11.0 miles east of Ponte Vedra Beach, Florida’s open coast. Data from this station is not indicative of the wave climate directly at the site since the project is within the ICWW 15.0 – 20.0 miles away from an open ocean inlet, but these data are good indication of what vessels may expect entering the general region for dredging activities. 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://frf.usace.army.mil/wis/.

iii. 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. Data relevant to Florida projects are found on the following website:

https://www.ndbc.noaa.gov/maps/Florida.shtml.

https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html https://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, and heavy rainfall around the project area could result in higher stages at the project site as direct rainfall and rain runoff enter the site.

i. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (https://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 include 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: https://www.ncdc.noaa.gov/cdo-web/datatools/normals. This product provides monthly average values for temperature, precipitation, and other information. NOAA’s Jacksonville Beach Fire Station gauge (ID USC00084366) lies roughly 9.5 miles north of the project site at 30° 17.3' N, 81° 23.6' W, where monthly normal rainfall data are provided over the period of record from January 2010 to December 2010.

https://www.ncdc.noaa.gov/cdo-web/ https://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 Access

1.2.4 Safety Requirements

1.2.5 Work Performed by Others

1.3 SUBMITTALS

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather, Water Stage and Tide Data

1.6.3 Contractor Investigation

1.6.4 Maritime Traffic

1.6.5 Obstruction of Channel

1.6.6 Hydrographic Surveys

1.6.7 Contractor Investigations

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

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 Intracoastal Waterway Jacksonville to Miami- Maintenance Dredging, 12 - Foot Project, Palm Valley, North Reach, St.

Johns County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes dredging shoal material from the Intracoastal Waterway from cuts SJ-01 to SJ-08 in St. Johns County, Florida to a 12-foot depth plus 2-foot allowable overdepth. All dredged material will be placed in an existing Dredged Managed Material Area (DMMA), DU-9, located approximately 7.5 miles from the southernly extent of the project. Work also includes turbidity monitoring and endangered species monitoring.

1.2.2 Location

The project is located on the east coast of Florida in St. Johns County, from the Duval County line south 4.4 miles along the Intracoastal Waterway. The DMMA is located on privately owned and gated property that shall remain secured from entry by unauthorized personnel throughout the project duration.

1.2.3 Access

Access to the DMMA DU-9 is through a private road via San Pablo Road in Jacksonville, Florida. The private road has a bridge crossing that the contractor is not to exceed its loading capacity.

1.2.4 Safety Requirements

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

1.2.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

SECTION 01 11 00 Page 2

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Government acceptance is required for submittals with a: "G, AO" designation

SD-01 Preconstruction Submittals

Roadway And Bridges Inspection ; G, AO

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.6 PHYSICAL DATA

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

1.6.1 Physical Conditions

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

1.6.2 Weather, Water Stage and Tide Data

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

1.6.3 Contractor Investigation

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

1.6.4 Maritime Traffic

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

SECTION 01 11 00 Page 3

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 Hydrographic Surveys

Hydrographic surveys are posted as separate electronic files.

Survey numbers are indicated on the drawings.

1.6.7 Contractor Investigations

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1. In addition to the information given in the contract drawings, the Contractor must make his own pre and post-construction inspection of available roads for transportation, load limits for bridges, approaches and roads, and other road conditions affecting the transportation of materials and equipment to the site. Bridge investigations must include sufficient supporting documentation of the structures pre and post-construction conditions in order to determine if any damage occurred to these structures during the projects duration. The Roadway and Bridges Inspection (pre-construction) must be a detailed written report performed by a structural engineer registered in the State of Florida.

1.7 LAYOUT OF WORK

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

1.7.1 Established Project Control

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

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

SECTION 01 11 00 Page 4

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.

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 must 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 USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

07/20

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 Turbidity Monitoring (Line Item 0003)

1.4.3 Environmental Species Monitoring (Line Item 0004)

1.4.4 Liability Insurance (Line Item 0005)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Standby Time (Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Partnering Regroup (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Weir Boards (Line Item 0008)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Office Space for Government Personnel (Line Item 0009)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 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

07/20

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

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, must be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed must 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. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity Monitoring (Line Item 0003)

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.

1.4.3 Environmental Species Monitoring (Line Item 0004)

Payment will be made for costs associated with and incidental to environmental species monitoring. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.4.4 Liability Insurance (Line Item 0005)

Payment will be made for the cost associated with the ten million dollar

SECTION 01 22 00 Page 3

($10,000,000) aggregate property damage liability insurance policy; five million dollars ($5,000,000) property insurance policy per occurrence (per location). This policy must meet all the requirements of FAR 52.228-5 in Section 00700 and paragraph 999.228-4000 in Section 00800 SPECIAL CONTRACT

REQUIREMENTS.

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 must 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 Item 0002)

1.5.1.1 Payment

a. Payment will be made for costs associated with and 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; and monitoring sea turtles. See Sections 35 20 23 DREDGING and 01 57 20 ENVIRONMENTAL PROTECTION.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term AREA DESIGNATED BY THE CONTRACTING OFFICER as used in the CONTINUITY OF WORK paragraph, is defined as ACCEPTANCE SECTION.

c. Hydrographic surveys for final measurement and payment and for acceptance 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 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 must be between the bottom surface shown by soundings taken within 3 weeks before dredging and the bottom surface shown by the

SECTION 01 22 00 Page 4 soundings taken within 2 weeks after the work specified in each acceptance section has been completed. Provide 3 weeks advance notice, in writing, to the Contracting Officer of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity must 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 Standby Time (Line Item 0006)

1.5.2.1 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 the dredge plant is not in operation at the direction of the Contracting Officer. Standby time must be utilized only due to endangered species concerns, differing site conditions, security operations or other conditions as determined by the Contracting Officer.

Requirements for work stoppages, delays, or other impacts associated with compliance with Section 01 57 20 ENVIRONMENTAL PROTECTION are not paid for under this line item. Standby time is not afforded for delays caused by adverse weather conditions or improper operational procedures. Payment will only be made for actual standby time required by the Contracting Officer.

1.5.2.2 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. Standby time will not be provided for the initial 24-hour period following an endangered or threatened species take. Standby time will not be provided for the required temporary cessation of work due to the presence of endangered or threatened species in proximity to equipment as identified within Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.3 Unit of Measure

Hour.

1.5.3 Partnering Regroup (Line Item 0007)

1.5.3.1 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.

1.5.3.2 Measurement

The basis for payment will be for the completion of each partnering

SECTION 01 22 00 Page 5 regroup meeting and Government receipt of all completed work products.

1.5.3.3 Unit of Measure

Each.

1.5.4 Weir Boards (Line Item 0008)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to furnishing all materials, equipment, and labor required to meet contract requirements applicable to the manufacturing of field-cut weir riser boards. The contractor will not be allowed payment for withdrawn, broken, or rejected weir riser boards (except for control test weir riser boards).

1.5.4.2 Measurement

Measurement will be made by the quantity of weir riser boards installed.

1.5.4.3 Unit of Measure

Each.

1.5.5 Office Space for Government Personnel (Line Item 0009)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of the Contracting Officer's field office including all costs for rent and provision of all services indicated in Section 01 52 10 CONTRACTING OFFICER'S FIELD OFFICE. Costs for such provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

1.5.5.2 Measurement

The basis for payment will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract.

1.5.5.3 Unit of Measure

Month.

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, SECTION 01 22 00 Page 6 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. QA/QC deficiency tracking list.

e. Environmental 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 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

11/20

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 APPLICABLE)

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

11/20

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

Project meetings are described in detail in subparts below.

1.5 PROJECT MEETINGS FORMAT

All project meetings will occur face-to-face or virtually, the default format will be face-to-face. The Contracting Officer will approve or request virtual meeting when a face-to-face meeting format can not be used. Meetings at Contractor's facility will have systems capabilities for both audio and video. The audio and video system must provide for full coverage of the conference room.

1.6 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE of Section 00700 CONTRACT CLAUSES in Volume 1. Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP). (Refer to subparagraph PRECONSTRUCTION CONFERENCE SUBMITTALS below.) Contracting Officer will notify Contractor of time, place, and agenda. Notify key subcontractors and suppliers to attend. Contracting Officer will discuss contract ground rules and general issues including:

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

SECTION 01 30 00 Page 3

-- Joint Risk Management Processes

1.6.1 Preconstruction Conference Minutes and Phone

Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may record the meeting. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and return. Signed minutes become part of the contract file. Recordings, if used, will be made available for Contractor to review or copy.

1.6.2 Preconstruction Conference Submittals

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

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

1.6.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

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

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

SAFETY REQUIREMENTS

-- Quality Control Plan - See Section 01 45 05 DREDGING/BEACH FILL

PLACEMENT - CONTRACTOR QUALITY CONTROL

-- Environmental Protection Plan - See Section 01 57 20

ENVIRONMENTAL PROTECTION

1.6.2.2 Divisions 02 through 48 Submittals

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

1.6.3 Joint Risk Register

Request a sample template from Contracting Officer or receive Government approval for a Contractor's template form prior to submission. Submit draft joint risk register no later than 30 calendar days after Notice to Proceed. The draft template must be project oriented with potential joint risks that will become topics of discussions for the initial partnering meeting.

SECTION 01 30 00 Page 4

1.6.4 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 RMS Schedule, submit a list of subcontractors with company name, person to contact, street address, mail address, phone number, type of specialty and estimated subcontract quote no later than 30 calendar days after Notice to Proceed.

1.7 PARTNERING

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

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

Provide a facilitator from an approved list of vendors located on the web site https://www.saj.usace.army.mil/About/Divisions-Offices/Construction/ or propose a vendor as indicated below.

1.7.1 Initial Partnering Meeting

Contractor, key subcontractors and suppliers must attend a one-day project Partnering Meeting. Attendants will be determined by the Administrative Contracting Officer. At a minimum, the Contractor's Project Manager, Quality Control Manager, and Site Superintendent must attend the Partnering Meeting. The Partnering Meeting is a project team building meeting facilitated by qualified persons. Contracting Officer attendees and invited persons may include:

Administrative Contracting Officer (Area Engineer/Resident Engineer) Construction Quality Assurance Representatives Jacksonville District - Construction Branch persons Jacksonville District - Engineering Division Designers Local Sponsor (Owner) - Florida Inland Navigation District

Goal of initial Partnering Meeting is to build trust, identify common goals, develop an initial Joint Risk Plan and Register, and understand individual project members' expectations and organizational values. Usual results include better communication between contract parties, shortened project learning curve and a cohesive two party contract partnership.

Participants usually sign a voluntary partnering agreement generally describing mutual obligation to cooperate to achieve project goals and maintain effective communication. Initial Partnering Meeting is mandatory. The expected duration for the initial partnering session is one day (at least eight hours).

SECTION 01 30 00 Page 5

1.7.1.1 Contractor Responsibility

Provide a facilitator for all partnering meetings from an approved list of vendors on the web site https://www.saj.usace.army.mil/About/Divisions-Offices/Construction/ under the BUSINESS WITH US tab. Contractor can propose a vendor not included on the approved vendor list for the Contracting Officer approval. Pay for all associated facilitator costs including travel. Provide a meeting venue adequate to comfortably accommodate a minimum of 40 attendees. Provide all office supplies (i.e., easels, projectors, markers, etc.) necessary to facilitate the meeting. The Contractor will be responsible for all costs associated with and incidental to the partnering meeting.

1.7.1.2 Tasks and Deliverables

The facilitator must provide a written agenda and appropriate work products for the Initial Partnering Meeting. Upon completion of the meeting, submit a partnering meeting(s) written synopsis of the meeting to Government. At a minimum the written synopsis must include the Partnering Charter, goals, attendance register, lines of communication, working lists, items of discussion, action items, risk register, and any other information addressed in the meeting as requested by the Government in agreement with partnering team. All deliverables must be provided in editable Microsoft Office Suite (i.e., Word, Excel) and PDF formats to the Government for review within 10 work days after completion of the meeting.

1.7.2 Partnering Regroups

After initial Partnering Meeting, participation will be voluntary in accordance with a signed Partnering Agreement. Partnering Agreements include provisions for Contracting Officer and Contractor to request Partnering Regroups when needed. A Partnering Regroup is usually a partnering session of one day (at least four hours) where senior level Contractor and Contracting Officer project members and other interested parties review project issues of concern to include an update to the Joint Risk Register. Issues of conflict are reviewed, attempt to affirm common project goals and understand concerns of other partners.

1.7.2.1 Contractor Responsibility

Provide a facilitator for all partnering meetings from an approved list of vendors on the web site indicated above. Contractor can propose a vendor not included on the approved vendor list for the Contracting Officer approval. The Contractor must pay for all associated facilitator costs including travel. Provide a meeting venue adequate to comfortably accommodate a minimum of 25 attendees. Provide all office supplies (i.e., easels, projectors, markers, etc.) necessary to facilitate the meeting.

The Contractor…