W912EP26BA006TampaHarborMDEgmontFY26_Vol2Specs_RTA_20260508_Rev.pdf

W912EP26BA006

Jacksonville District

TAMPA HARBOR

MAINTENANCE DREDGING

EGMONT AND MULLET KEY CUTS

Hillsborough County, Florida

Construction Solicitation and Specifications

Volume 2 of 2

See Volume 1 of 2 for issue date

N

Tampa Harbor Maintenance Dredging Egmont and Mullet Key Cuts Hillsborough County, FL

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.10 35 PROJECT SCHEDULE (Alternate)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 30.00 35 MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION

SUPPORT

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 05 DREDGING/BEACH FILL PLACEMENT - QUALITY CONTROL

01 50 00.00 35 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 35 ENVIRONMENTAL PROTECTION

01 57 25.00 35 TURBIDITY AND DISPOSAL MONITORING

DIVISION 02 - EXISTING CONDITIONS

02 22 13.00 35 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DIVISION 31 - EARTHWORK

31 25 13 GEOTEXTILE TUBES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.00 35 DREDGING

35 20 23.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - SCOW ULLAGE

PROFILE

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - HOPPER

DREDGE

35 20 23.33 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

DOCUMENT PROJECT Page 1

Designation: TH 89 USE

Stamping: TH 89 1976

Stability: Monuments of questionable or unknown reliability

Setting: Light structures (other than listed below)

Description: Station is located in St. Petersburg, Florida at Fort Desoto County Park at southeast end of Mullet Key. Mark is set flush in top of concrete sidewalk, approximately 800 feet south of the south edge of the parking area for Fort Desoto fishing pier, 84.5 feet southwest of the northeast end of concrete seawall, 62.7 feet west of the southeast corner of concrete seawall and 5.5 feet north of the concrete seawall.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - 872 6347 TIDAL 6

TIDAL BM - This is a Tidal Benchmark.

STATE/COUNTY- FL/HILLSBOROUGH

MARKER: TIDAL STATION DISK

STAMPING: NO VI

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS – APRIL 22,2002

STATION DESCRIPTION

DESCRIBED BY COAST AND GEODETIC SURVEY 1969

16.5 MI SW FROM ST PETERSBURG.

TIDAL 6 IS A STANDARD DISK, STAMPED NO VI, SET IN SOUTHWEST CORNER

OF REMAINS OF BASE OF OLD RADIO TOWER AT HEAD OF DOCK, 5 FEET

SOUTH OF DOCK AND 10 FEET WEST OF WALK LEADING TO LIGHTKEEPERS

HOUSE.

STATION RECOVERY (2000)

RECOVERY NOTE BY US POWER SQUADRON 2000

MARK NOT FOUND.

STATION RECOVERY (2002)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (RWH)

THE MARK IS ABOUT 16.5 MI SOUTHWEST OF ST. PETERSBURG ON THE NORTH END

OF EGMONT KEY STATE PARK, NEAR THE MOUTH OF TAMPA BAY. TO REACH

THE MARK FROM THE SOUTHERN TIP OF MULLET KEY SOUTH OF ST. PETERSBURG,

BY BOAT GO SOUTHWEST FOR ABOUT 1.5 MI TO THE NORTH END OF EGMONT KEY

STATE PARK AND THE MARK, SET FLUSH IN THE SOUTHWESTERN MOST ONE OF

FOUR CONCRETE BASE SUPPORTS FOR AN OLD RADIO TOWER (EACH OF THE FOUR

CONCRETE BASE SUPPORTS ARE A 5.0 FT SQUARE), PROJECTING 0.1 FT ABOVE

THE LEVEL OF THE GROUND.

LOCATED ABOUT 260.0 FT EAST-NORTHEAST OF THE CENTER OF THE LIGHTHOUSE

DOOR, 179.9 FT SOUTHWEST OF TIDAL MARK NO V, 43.9 FT SOUTH-SOUTHWEST

OF THE SOUTHWEST CORNER OF THE WOOD DOCK, 8.3 FT SOUTH-SOUTHWEST OF

AN EYE BOLT SET IN CONCRETE IN THE CENTER OF THE FOUR CONCRETE BASE

(THE EYE BOLT IS SET IN A 3.0 FT SQUARE CONCRETE BASE) AND 1.0 FT

NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE.

SECTION 00 31 21 Page 2

SECTION 00 31 21 Page 3

Designation: R POWERS Stamping: R POWERS 2014 JAX DIST

Setting: Mat foundation or concrete slab other than pavement

Description: Station is located at the southwest tip of Mullet Key in Fort Desoto Park, St. Petersburg, Pinellas County, Florida. To reach from the north side of parking lot for Fort Desoto, proceed up concrete walkway to top of fort, between two sets of observation binoculars at approximate center of fort. Mark is set in a 2.5 x 2.0 ft concrete pad, 8.3 ft east of east handrail, 0.5 ft south of north edge of concrete pad and 0.5 ft east of west edge of concrete pad and is a standard

Corps of Engineers disk.

SECTION 00 31 21 Page 1

Designation: THFO ARP (TAMPA HYDRO FIELD OFFICE ARP)

Stamping: N/A

Stability: Monuments of questionable or unknown reliability

Setting: Unspecified setting

Description: Station is in St. Petersburg, Florida at US Coast Guard Station St. Petersburg. Station is more specifically located at the US Army Corps of Engineers, Jacksonville District, Tampa Hydrographic Field Office. Station is operated by the USACE Hydrographic

Survey Section. The Antenna is mounted to the NW corner of the boat storage building above the roof.

SECTION 00 31 21 Page 2

DESIGNATION - 872 6364 B TIDAL

TIDAL BM - This is a Tidal Benchmark.

STATE/COUNTY- FL/PINELLAS

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

STAMPING: 6364 B 1990

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 28, 2000

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1990

THE BENCHMARK IS LOCATED IN THE FORT DESOTO COUNTY PARK (PINELLAS COUNTY).

TO REACH THE BENCHMARK FROM THE INTERSECTION OF 1ST AVENUE NORTH AND 4TH

STREET IN ST. PETERSBURG (POST OFFICE), GO WEST 2.5 MI ON 1ST AVENUE NORTH TO

34TH STREET (U S HIGHWAY 19), THEN GO SOUTH ON U S HIGHWAY 19, 3.6 MI TO

PINELLAS BAYWAY (STATE ROAD 682) TURN RIGHT GO WEST 2.3 MI ON STATE ROAD 682

TO THE INTERSECTION OF STATE ROAD 679. TURN LEFT GO SOUTH 6.6 MI ON STATE

ROAD 679 TO ANDERSON BOULEVARD, TURN RIGHT GO SOUTHWEST 1.1 MI ON ANDERSON

BOULEVARD TO A PAVED ROAD (NO NAME) LEADING TO FORT DESOTO PARK PARKING AREA

AND FISHING PIER AND THE MARK ON THE LEFT. 72.5 FT SOUTHEAST OF A PAVED

ROAD, 63.1 FT NORTHWEST OF THE NORTH EDGE OF A PARKING LOT, 4.2 FT NORTHWEST

OF THE SOUTHWEST CORNER OF THE PARK SIGN, 239.9 FT NORTHEAST OF THE EAST EDGE

OF THE SOUTHWEST ENTRANCE TO THE PARKING LOT.

STATION RECOVERY (2000)

RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM)

RECOVERED IN GOOD CONDITION WITH THIS CHANGE THE FISHING PIER IS NOW CALL BAY

PIER AND IS 4.2 FT SOUTHWEST (NOT NORTHWEST) OF THE SOUTHWEST CORNER OF THE

BAY PIER SIGN.

STATION RECOVERY (2001)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)

THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.

DESIGNATION - 872 6364 B TIDAL (continued next page)

SECTION 00 31 21 Page 3

DESIGNATION - 872 6364 B TIDAL (continued from previous page)

SECTION 00 31 21 Page 4

1. The following water stage, wind, wave, and weather data are provided for inclusion in the subject project’s

P&S. The following water level datums are provided for information only and are not for use in conjunction with any contract-related hydrographic surveying.

a) Water Stages. Water levels in the project area are mainly affected by wind and mixed tidal fluctuations along the Gulf Coast (diurnal and semi-diurnal). The project area is subject to storm surge from tropical systems from June through November. Surge from extratropical storms may 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 through 2. These data are referred to Mean Lower-Low Water (MLLW) and based on the tidal epoch period of 1983 to 2001. 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 8726364 (Mullet Key, Tampa Bay FL) and are based on a controlling tide station near St. Petersburg, Florida (NOAA Tide Station 8726520).

These datums are based on a one-year analysis from June 1990 through May 1991 from the Mullet Key tide gauge roughly 0.7 miles north of Mullet Key Cut. These values are applicable to dredging and construction operations in the vicinity of Mullet Key Cut. Table 2 presents datums taken from NOAA’s

Tide Station 8726347 (Egmont Key, Tampa Bay FL) and are based on a controlling tide station near

Clearwater Beach, Florida (NOAA Tide Station 8726724). These elevations are based on a six-month analysis from June 1990 through November 1990 from the Egmont Key tide gauge which is located approximately 0.5 miles south of Egmont Cut-2. These water levels are applicable to dredging and construction operations in the vicinity of Egmont Cut-1 and Cut-2.

Figure 1. NOAA Tide Stations in the Vicinity of Egmont Key, Florida

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

Table 1. Datums from NOAA Station 8726364 (Mullet Key, Tampa Bay FL)

Location: 27° 36.9' N, 82° 43.6' W

Analysis Period: June 1990 through May 1991

Datum Elevation (ft-MLLW)

Highest Observed (12/3/1990) 3.42

Mean Higher-High Water (MHHW) 2.08

Mean High Water (MHW) 1.83

North American Vertical Datum of 1988 (NAVD88) 1.53

Mean Sea Level (MSL) 1.11

Mean Tide Level (MTL) 1.09

Mean Low Water (MLW) 0.35

Mean Lower-Low Water (MLLW) 0.00

Lowest Observed (1/19/1977) -2.16

Table 2. Datums from NOAA Station 8726347 (Egmont Key, Tampa Bay FL)

Location: 27° 36.1' N, 82° 45.6' W

Analysis Period: June 1990 through Nov. 1990

Datum Elevation (ft-MLLW)

Mean Higher-High Water (MHHW) 2.15

Mean High Water (MHW) 1.90

North American Vertical Datum of 1988 (NAVD88) 1.59

Mean Sea Level (MSL) 1.16

Mean Tide Level (MTL) 1.14

Mean Low Water (MLW) 0.38

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 is 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 5, Gulf Coast, Puerto Rico, and Virgin Islands, U.S. Department of

Commerce, National Oceanic and Atmospheric Administration, National Ocean Service is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or at the following

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2 https://tidesandcurrents.noaa.gov/tide_predictions.html 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 Coast, and

Caribbean coastlines. WIS Station 73270 is in 10.0 meters (32.8 ft) of water at 27° 36.0' N, 82° 54.0' W.

This station is located approximately 9 miles west of the project site. Available data includes a hindcast time series of wave height, wave spread, wave period, wave and wind direction, and wind speed at 1-hour intervals for the 45-year period of January 1980 through December 2024. The following website provides links to WIS summary tables and plots, as well as other sources of wave data:

https://wisportal.erdc.dren.mil/.

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. The website address for data relevant to Florida projects is as follows:

https://www.ndbc.noaa.gov/.

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

It is the contractor's responsibility to obtain information concerning weather conditions in the project area.

The Climate Data Online website (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 includes quality-controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 15- to 30-year climate normals.

NOAA’s Climate Data Online website includes Monthly Normals (average values) for temperature, precipitation, and other climatological information over three periods: 1981-2010, 1991-2020, and 2006-

2020. NOAA’s St. Petersburg Albert Whitted Airport, FL station (ID USW00092806) is one of the closest to the project area and lies roughly 13 miles northeast of the project site at 27° 45.8' N, 82° 37.6' W. The most applicable period for data at this site is likely 1991-2020 and can be sourced from the following website: https://www.ncei.noaa.gov/maps/normals/.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 3 https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html https://wisportal.erdc.dren.mil/ https://www.ndbc.noaa.gov/ http://www.ncdc.noaa.gov/cdo-web/ https://www.ncei.noaa.gov/maps/normals/

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 LIQUIDATED DAMAGES - CONSTRUCTION

1.4 PHYSICAL DATA

1.4.1 Physical Conditions

1.4.2 Weather, Water Stage and Tide Data

1.4.3 Contractor Investigation

1.4.4 Maritime Traffic

1.4.5 Obstruction of Channel

1.4.6 Hydrographic Surveys

1.5 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

PART 2 PRODUCTS (NOT 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

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 Geotechnical Data Report for Tampa Harbor Maintenance Dredging, Egmont and Mullet Key Cuts, Hillsborough County, Florida

EM 385-1-1 (2024) Safety and Occupational Health (SOH) Requirements

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project work consists of maintenance dredging Egmont Cut-1 through Mullet Key Cut. This project incorporates 1 foot of allowable overdepth for all dredging areas. Dredged material will be placed in the designated Beach Placement Areas on Egmont Key. Additional work includes turbidity monitoring, sea turtle trawling, environmental species monitoring, vibration control monitoring, screening, MEC construction support, tilling and replacing geotextile tubes on Egmont Key. Work will be divided into a base and two options.

1.2.2 Location

The project is located in Tampa Harbor, Hillsborough County, Florida.

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

REQUIREMENTS.

1.3 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12).

SECTION 01 11 00 Page 2

1.4 PHYSICAL DATA

1.4.1 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 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.

1.4.2 Weather, Water Stage and Tide Data

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

1.4.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK

(FAR 52.236-3).

1.4.4 Maritime Traffic

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

1.4.5 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.

1.4.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d Survey numbers are indicated on the drawings.

1.5 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. Read this paragraph in conjunction with the clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10).

b. In addition to the above, the following applies: The phrase "commence work" means "commence dredging". The commencement time indicated applies unless precluded by inclement weather as determined by the Contracting Officer.

SECTION 01 11 00 Page 3

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17).

1.6.1 Established Project Control

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

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, 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.

1.6.3 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.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES. However, if 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

SECTION 01 11 00 Page 4 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 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, repair damage to all work (including temporary construction), utilities, materials, equipment and plant 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 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACT COST BREAKDOWN

1.4 SINGLE JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.1.1 Payment

1.4.1.2 Unit of Measure

1.4.2 Environmental and Water Quality Monitoring (Line Items 0003, 0012, and 0018)

1.4.2.1 Payment

1.4.2.2 Unit of Measure

1.4.3 Mobilization and Demobilization for Sea Turtle Trawling

(Hopper Dredge Only, Line Item 0004)

1.4.3.1 Payment

1.4.3.2 Unit of Measure

1.4.4 Vibration Control and Monitoring (Line Items 0008, 0014, and

0020)

1.4.4.1 Payment

1.4.4.2 Unit of Measure

1.4.5 MEC Construction Support (Line Items 0009, 0015, and 0021)

1.4.5.1 Payment

1.4.5.2 Unit of Measure

1.4.6 Geotextile Tube Installation (Line Item 0010)

1.4.6.1 Payment

1.4.6.2 Unit of Measure

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0011, and 0017)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sea Turtle Trawling and Relocation (Hopper Dredge Only, Line

Items 0005, 0016, and 0022)

1.5.2.1 Payment

1.5.2.1.1 Measurement

1.5.2.1.2 Unit of Measure

1.5.3 Standby Time (Line Item 0006)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Transportation and Disposal of Unacceptable Material (Line

Items 0007, 0013, and 0019)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

SECTION 01 20 00 Page 1

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.2 Requesting Progress Payment

3.2.1 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 20 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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 within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Cost Breakdown ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

1.3 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.4 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the CLIN SCHEDULE 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, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, SECTION 01 20 00 Page 3 environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization of the Contractor's plant and associated equipment, and establishment of initial project management and coordination, as defined in Contract Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

1.4.1.2 Unit of Measure

Unit of measure: Job.

1.4.2 Environmental and Water Quality Monitoring (Line Items 0003, 0012, and 0018)

1.4.2.1 Payment

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity and environmental species monitoring. See Sections 01 57 20.00 35 ENVIRONMENTAL PROTECTION and 01 57 25.00 35 TURBIDITY AND DISPOSAL

MONITORING.

1.4.2.2 Unit of Measure

Unit of measure: Job.

1.4.3 Mobilization and Demobilization for Sea Turtle Trawling (Hopper Dredge Only, Line Item 0004)

1.4.3.1 Payment

Payment will be made for costs associated with and incidental to mobilization and demobilization for sea turtle trawling and relocation (Hopper Dredge Only). See Section 01 57 20.00 35 ENVIRONMENTAL PROTECTION. If performance of this line item is not required or implemented per the NOTES in CLIN SCHEDULE, no payment will be made to the Contractor for this line item.

1.4.3.2 Unit of Measure

Unit of measure: Job.

1.4.4 Vibration Control and Monitoring (Line Items 0008, 0014, and 0020)

1.4.4.1 Payment

Payment will be made for costs associated with and incidental to the protection of existing structures from construction activities and monitoring. See Section 02 22 13.00 35 VIBRATION MONITORING REQUIREMENTS

FOR EXISTING STRUCTURES.

SECTION 01 20 00 Page 4

1.4.4.2 Unit of Measure

Unit of measure: Job.

1.4.5 MEC Construction Support (Line Items 0009, 0015, and 0021)

1.4.5.1 Payment

Payment will be made for costs associated with or incidental to training, work plans, reporting, safety, monitoring and providing on-site MEC support. See Section 01 35 30.00 35 MUNITIONS AND EXPLOSIVES OF CONCERN

(MEC) CONSTRUCTION SUPPORT.

1.4.5.2 Unit of Measure

Unit of measure: Job.

1.4.6 Geotextile Tube Installation (Line Item 0010)

1.4.6.1 Payment

Payment will be made for costs associated with or incidental to removal and disposal of existing geotextile tubes and installation of new Geotextile Tubes. See Section 31 25 13 GEOTEXTILE TUBES.

1.4.6.2 Unit of Measure

Unit of measure: Job.

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 CLIN SCHEDULE and described below. The unit price and payment made for each item listed constitutes 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.

1.5.1 Excavation, Unclassified (Line Items 0002, 0011, and 0017)

1.5.1.1 Payment

a. Payment will be made for costs associated with and incidental to excavation, tilling, screening, transportation, archaeological monitoring, and disposal of materials; providing and maintaining access to the work site(s) and placement area(s); noise control; and debris removal. See Section 35 20 23.00 35 DREDGING.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23.00 35 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" is also defined as "acceptance section" in paragraph CONTINUITY OF WORK of Section 35 20 23.00 35 DREDGING.

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 .

SECTION 01 20 00 Page 5

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS AND SPECIFICATIONS) are believed to represent accurately average existing conditions, but the depths indicated 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 will be between the bottom surface indicated by soundings taken within 3 weeks before dredging and the bottom surface indicated by the soundings taken within 2 weeks after the work specified in each acceptance section has been completed. Give 10 days 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 will 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 23.00 35 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 23.00 35 DREDGING.

1.5.1.3 Unit of Measure

Unit of measure: Cubic Yard.

1.5.2 Sea Turtle Trawling and Relocation (Hopper Dredge Only, Line Items 0005, 0016, and 0022)

1.5.2.1 Payment

Payment will be made for costs associated with and incidental to the sea turtle trawling and relocation. This price includes all costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawling to clear and/or relocate sea turtles from in the vicinity of the dredge, and the cost of reporting as specified. See Section 01 57 20.00 35 ENVIRONMENTAL PROTECTION. If performance of this line item is not required or implemented per the NOTES in the CLIN SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.2.1.1 Measurement

Sea turtle trawling will be measured for payment based upon the duration of performance on a daily basis. A day of trawling is defined as 24 hours of continuous trawling. Conduct trawling as described in Section

01 57 20.00 35 ENVIRONMENTAL PROTECTION.

1.5.2.1.2 Unit of Measure

Unit of measure: Day.

SECTION 01 20 00 Page 6

1.5.3 Standby Time (Line Item 0006)

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.

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

Unit of measure: Hour.

1.5.4 Transportation and Disposal of Unacceptable Material (Line Items 0007, 0013, and 0019)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to removal of unacceptable material after it has been screened from the beach placement template and determined by the Contracting Officer. Unacceptable material may be disposed of on Egmont Key at a location approved of by the Contracting Officer. Removal procedures for unacceptable material are to be of the Contractor's own design and ensure the quality of material placed. If performance of this line item is not required or implemented per CLIN SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.4.2 Measurement

Removal and disposal of unacceptable material will be measured for payment by the volume of trucking and disposal. The estimated volume in CLIN SCHEDULE is provided for bidding purposes only and will be determined on actual quantity disposed.

1.5.4.3 Unit of Measure

Unit of measure: Cubic Yard.

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.

SECTION 01 20 00 Page 7

3.2 Requesting Progress Payment

For progress payments, ensure ACTIVITY SCHEDULE, FEATURE SCHEDULE, submittal register, and punchlists are all up to date. Use PROGRESS PAYMENTS to REQUEST ACTIVITY 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. 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. Professional Surveyor and Mapper (PSM) or Registered Land Surveyor

(RLS) report and supporting data.

e. Approved submittals on installed property.

f. QA/QC deficiency tracking list.

g. Environmental reports.

h. Progress photographs.

i. Working/current as-built drawings.

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

3.2.1 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 20 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PROJECT COORDINATION

1.4.1 Resident Management System (RMS)

1.4.2 Coordination with Other Contracts

1.4.2.1 Contractor Shared Space or Facilities

1.4.2.2 Future Contract

1.4.2.3 Work by Others

1.4.3 Access by Others

1.4.4 Inspections by Others

1.5 VIEW LOCATION MAP

1.6 PROGRESS AND COMPLETION PICTURES

1.7 SMALL UNMANNED AIRCRAFT SYSTEMS (SUAS)

1.8 SUPERVISION

1.8.1 Superintendent Qualifications

1.8.2 Minimum Communication Requirements

1.8.3 Duties

1.8.4 Non-Compliance Actions

1.9 PRECONSTRUCTION CONFERENCE

1.9.1 Preconstruction Conference Minutes and Phone

1.10 PARTNERING

1.10.1 Facilitated (Formal) Partnering

1.10.2 Team-Led (Informal) Partnering

1.11 NOTICE TO PROCEED

1.12 SIGNATURE AUTHORITY

1.13 DRUG-FREE WORK PLACE RECORD

1.14 MINIMUM INSURANCE REQUIREMENTS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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 01.10 35 PROJECT SCHEDULE, and 01 45 05

DREDGING/BEACH FILL PLACEMENT - QUALITY CONTROL.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

APL 95-1-1 (2022) Aviation Policy Letter 95-1-1;

USACE Aviation Policies and Standards (Separate Document)

EM 385-1-1 (2024) Safety and Occupational Health (SOH) Requirements

1.3 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map ; G, RO

Progress And Completion Pictures

Superintendent Qualifications ; G, RO

SD-03 Product Data

Small Unmanned Aircraft Systems (SUAS)

SD-07 Certificates

SECTION 01 30 00 Page 2

Signature Authority

Drug-Free Work Place Record

Insurance Requirements

1.4 PROJECT COORDINATION

1.4.1 Resident Management System (RMS)

Use Corps of Engineers' Resident Management System for construction information management. See Section 01 45 00.15 10 RESIDENT MANAGEMENT

SYSTEM CONTRACTOR MODE (RMS CM).

1.4.2 Coordination with Other Contracts

1.4.2.1 Contractor Shared Space or Facilities

Employee parking and material storage areas will be shared with other Contractors. Each Contractor is responsible to maintain portion of shared facilities until contract completion of the Contract. Each Contractor is responsible to secure and protect stored materials from theft or damage.

Portions of access road are shared; first Contractor on site is responsible to maintain shared portion of access road passable for two-wheel drive sedans until Contract completion. Upon demobilization of maintaining Contractor, the remaining Contractor will be notified by Contracting Officer to maintain parking, storage areas and access roads in satisfactory condition for clean-up and dust control.

1.4.2.2 Future Contract

During construction period for this project, a future contract (near project site) is scheduled to start. Coordinate Contract activities with other Contractor to avoid impact to either Contract. Notify Contracting Officer of problems caused by other Contract.

1.4.2.3 Work by Others

During construction period, construction or maintenance work will be performed by others within construction limits. Coordinate work by others with Contracting Officer and schedule activities to avoid problems.

1.4.3 Access by Others

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

1.4.4 Inspections by Others

During construction period, inspection or maintenance work will be performed by others within the construction limits. The Contractor is 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.

SECTION 01 30 00 Page 3

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.

1.5 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.6 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs to include 10 aerial photographs monthly throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch as a digital file. Include a date and time stamp on each photograph as well as a date designator in the file name. Photographs provided are for unrestricted use by the Government.

1.7 SMALL UNMANNED AIRCRAFT SYSTEMS (SUAS)

Comply with all applicable aspects of USACE Aviation Policy Letter 95-1-1 ( APL 95-1-1 , https://www.saj.usace.army.mil/About/Divisions-Offices /Engineering/Design-Branch/Specifications-Section/) for the collection of aerial data by Small Unmanned Aircraft Systems (SUAS). Further, comply with location specific requirements for SUAS operations within the confines of critical infrastructure or DoD facility. Coordinate any activity associated with APL 95-1-1 through the ATPM and Contracting Office to ensure proper procedures and reporting to the USACE Aviation Office. Submit Mission Plan documentation. Submit product data on SUAS used. SUAS provided will be listed as either USACE ETP Approved in the exact configuration authorized or as a DIU Blue Cleared Aircraft in the exact authorized configuration (https://www.diu.mil/blue-uas-cleared-list).

1.8 SUPERVISION

1.8.1 Superintendent Qualifications

Provide project superintendent with a minimum of 5 years experience in construction with at least 3 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent.

1.8.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract

SECTION 01 30 00 Page 4 work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.8.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.8.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.9 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE.

Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP). Contracting Officer will notify Contractor of time, place, and agenda. At a minimum, Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and key subcontractors and suppliers. Present and discuss basic approach to scheduling the construction work and any required phasing. Contracting Officer will discuss contract ground rules and general issues including:

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

1.9.1 Preconstruction Conference Minutes and Phone

The 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.

SECTION 01 30 00 Page 5

1.10 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.10.1 Facilitated (Formal) Partnering

a. Within 35 calendar days after award and prior to the start of work, host a Formal Partnering session with key personnel from the project team including both Contractor and Government personnel. All costs associated with the Partnering session including the third-party independent Facilitator Consultant, meeting room and other incidental items are the responsibility of the Contractor.

b. Before the Facilitated (Formal) Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note pads, pens/pencils, colored flash cards) and have these items available at the Partnering session. Provide copies of any documents required for distribution to all attendees. Participants will bear their own costs for meals, lodging and transportation associated with Partnering .

c. The Initial Partnering Session duration is anticipated to be a minimum of a half day (4 hours) and be held at a location off base as agreed to by the Contracting Officer. Partnering session may take place concurrently with the Pre-Construction Meeting.

d. Facilitator must be experienced in conducting corporate Partnering sessions and must be a third-party independent facilitating…