B.08.02 21B0012_DMMAO-23MCBP_BCOESRECERT_Vol 2_21_06_29.pdf

W912EP-21-B-0012

Jacksonville District

Small Business Set-Aside Program

Dredged Material Management Area O-23 Okeechobee Waterway Martin County, Florida and Martin County Business Park (MCBP) Stormwater Modifications Martin County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Dredged Material Management Area O-23 Okeechobee Waterway, Martin County, Florida

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

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 78 02 CLOSEOUT SUBMITTALS

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

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 05 23 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 14 00 WELDING STRUCTURAL ALUMINUM FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 09 - FI NI SHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

33 40 00.20 FLASHBOARD RISER SYSTEM

DI VI SI ON 34 - TRANSPORTATI ON

34 71 00 ROADWAY STABILIZATION

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

PROJECT TABLE OF CONTENTS Page 1

W912EP21B0012

35 31 19 STONE PROTECTION FOR STRUCTURES

35 41 00 DIKE CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

FOR

Okeechobee Waterway

Martin County, Florida

Dredged Material Management Area O-23 (DMMA O-23)

DESIGNATION - H 754

PID - DO7610

STATE/COUNTY- FL/MARTIN

MARKER: FLANGE-ENCASED ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: H 754 2011

MARK LOGO: NGS

PROJECTION: RECESSED 3 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - September 21, 2011 ROD/PIPE-DEPTH: 16.9 meters

HISTORY - Date Condition Report By

HISTORY - 20110921 MONUMENTED FLDEP

STATION DESCRIPTION

THE MARK IS ABOUT 8.4 MI SOUTH-SOUTHEAST OF ANKONA, 3.8 MI SOUTH OF EDEN,

3.8 MI NORTH-NORTHEAST OF PALM CITY.

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND JENSEN BEACH

BOULEVARD IN PORT ST. LUCIE, GO EAST ON JENSEN BEACH BOULEVARD FOR 1.2 MI TO

THE INTERSECTION OF GREEN RIVER PARKWAY. TURN RIGHT ON GREEN RIVER PARKWAY

AND GO SOUTH FOR 1.6 MI TO A ROUND ABOUT, GO EAST AND SOUTH ON CARDINAL

AVENUE FOR 0.6 MI TO THE INTERSECTION OF SAVANNAH ROAD AND THE MARK ON THE

LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 55.3 FT WITH AN

NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL OF THE

GROUND AND LEVEL WITH STATE HIGHWAY A1A, THE DATUM POINT IS RECESSED 0.3 FT

BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.

LOCATED 84.2 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF CARDINAL AVENUE,

84.2 FT NORTH-NORTHWEST OF WOODEN UTILITY POLE NUMBER 6-6859-93980, 55.7 FT

SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF SAVANNAH ROAD, 5.1 FT SOUTH

OF A CONCRETE UTILITY POLE AND 1.2 FT WEST OF A CARSONITE WITNESS POST.

NOTE A MAGNET WAS SET ON THE SOUTH SIDE OF THE MARK.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NATIONAL GEODETIC

SURVEY LOGO CAP.

DESIGNATION - 707 89 02 8 01

PID - DO7569

STATE/COUNTY- FL/MARTIN

MARKER: SURVEY DISK

SETTING: SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND

STAMPING: BM 707/89/02/8/01

MARK LOGO: FLDT

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - September 14, 2011

HISTORY - Date Condition Report By

HISTORY - 20110914 MONUMENTED FLDT

STATION DESCRIPTION

THE MARK IS ABOUT 8.6 MI SOUTH OF ANKONA, 4.3 MI SOUTH-SOUTHWEST OF EDEN,

3.4 MI NORTH OF PALM CITY.

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (NW FEDERAL

HIGHWAY) AND NORTHWEST JENSEN BEACH BOULEVARD IN PORT ST. LUCIE, GO SOUTH ON

U.S. HIGHWAY 1 (NORTHWEST FEDERAL HIGHWAY) FOR 2.5 MI TO THE INTERSECTION OF

NORTHWEST WRIGHT BOULEVARD ON THE LEFT AND NORTHWEST FORK ROAD ON THE RIGHT.

TURN LEFT ON NORTHWEST WRIGHT BOULEVARD AND GO EAST FOR 0.2 MI TO THE T-

JUNCTION OF NORTHWEST DIXIE HIGHWAY AND THE MARK A PREFABRICATED CONCRETE

POST FLUSH WITH THE GROUND AND 2.0 FT ABOVE THE LEVEL OF NORTHWEST DIXIE

HIGHWAY.

LOCATED 117.8 FT NORTHWEST OF THE NORTHWEST CORNER OF A BUILDING (ST. LUCIE

SHORE OFFICE CENTER 340 ALICE AVE), 51.0 FT EAST OF THE APPROXIMATE

CENTERLINE OF DIXIE HIGHWAY, 50.9 FT NORTH-NORTHEAST OF A TRAFFIC SIGNAL

POLE, 28.0 FT WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND 0.7 FT WEST OF

A CARSONITE WITNESS POST.

DESIGNATION - 17-084-11

PID - N/A

STATE/COUNTY- FL/MARTIN

MARKER: SURVEY DISK

SETTING: POURED-IN-PLACE CONCRETE MONUMENT

STAMPING: 17-084-11 2017

MARK LOGO: USACE

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS – April 26, 2017

TO REACH THE POINT, BEGIN AT THE INTERSECTION OF U.S. HWY 1, WITH NW DIXIE

HWY, PROCEED NORTHEASTERLY ALONG NW DIXIE HWY FOR 0.64 MILES TO A POINT

WHERE NW DIXIE HWY TURNS EASTERLY; THENCE PROCEED EASTERLY CONTINUING ALONG

NW DIXIE HWY, 0.43 MILES TO ITS INTERSECTION WITH NE DIXIE HWY AND SAVANNAH

RD; CONTINUE NORTHEASTERLY ALONG SAVANNAH RD, 0.80 MILES TO NORTHEAST

BUSINESS PARK PLACE; THENCE PROCEED EASTERLY ALONG NORTHEAST BUSINESS PARK

PLACE, 140 FEET TO A DRIVEWAY ON THE RIGHT; PROCEED SOUTHEASTERLY ALONG SAID

DRIVEWAY AND BEYOND, 397 FEET TO THE POINT. THE POINT LIES 6.3' SOUTHERLY

OF A 6' CHAIN LINK FENCE, 78' NORTHERLY OF THE NORTHEAST CORNER OF A CATCH

BASIN, AND 67' NORTHEASTERLY OF A CONCRETE UTILITY POLE. MARK IS A BRASS

DISK IN A POURED CONCRETE MONUMENT. REFER TO SURVEY 17-084, AND NGS

MONUMENTS DO7610 AND DO7569.

DESIGNATION - 17-084-2

PID - N/A

STATE/COUNTY- FL/MARTIN

MARKER: SURVEY DISK

SETTING: POURED-IN-PLACE CONCRETE MONUMENT

STAMPING: 17-084-2 2017

MARK LOGO: USACE

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS – April 28, 2017

TO REACH THE POINT, BEGIN AT THE INTERSECTION OF U.S. HWY 1 AND NW DIXIE

HWY, PROCEED NORTHEASTERLY ALONG NW DIXIE HWY FOR 0.64 MILES TO A POINT

WHERE NW DIXIE HWY TURNS EASTERLY; THENCE PROCEED EASTERLY CONTINUING ALONG

NW DIXIE HWY, 0.43 MILES TO ITS INTERSECTION WITH NE DIXIE HWY AND SAVANNAH

RD; CONTINUE NORTHEASTERLY ALONG SAVANNAH RD, 0.80 MILES TO NORTHEAST

BUSINESS PARK PLACE; THENCE PROCEED EASTERLY ALONG NORTHEAST BUSINESS PARK

PLACE, 140 FEET TO A DRIVEWAY ON THE RIGHT; PROCEED SOUTHEASTERLY,

NORTHEASTERLY AND SOUTHEASTERLY ALONG THE DRIVEWAY, 762' TO THE MARK ON THE

RIGHT. THE MARK LIES 40' WESTERLY OF THE CENTERLINE OF THE DRIVEWAY, 2'

WESTERLY OF A 6' CHAIN LINK FENCE, 104' NORTHWESTERLY OF THE SOUTHWESTERLY

CORNER OF A BUILDING AND 46' SOUTHEASTERLY OF A 6' CHAIN LINK FENCE CORNER.

MARK IS A BRASS DISK IN A POURED CONCRETE MONUMENT. REFER TO SURVEY 17-084,

AND NGS MONUMENTS DO7610 AND DO7569.

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

FOR

P a g e 1

1. The below-stated water fluctuations are for informational purposes only and are not to be utilized in conjunction with any contract-related hydrographic surveying purposes as noted on the control drawing(s) of the contract plans. All elevations in this section are in feet, National Geodetic Vertical Datum of 1929 (feet, NGVD).

2. The Dredged Material Management Area (DMMA) 0-23, Okeechobee Waterway project is part of a large dredge material management. The DMMA O-23 project area is located in the town of Jensen Beach, Florida, adjacent to Warner Creek and approximately 0.5 Miles northeast of the St. Lucie River.

3. Water levels in the project area are affected by tidal fluctuations, wind, rainfall, evaporation, local runoff and groundwater levels.

4. The project will have one culvert that discharges decanted water from the DMMA to Warner Creek. The culvert consists of a 36-inch RCP pipe with a FDOT Type E drop inlet structure with a 3 foot wide notch weir set at elevation 4.5 feet, NGVD. The invert of the culvert is 0.5 feet, NGVD.

Control Structure 1 (CS-1), a 135 feet wide weir at elevation 3.75 feet, NVGD is located in Warner Creek approximately 200 feet south of the project area.

5. It shall be the contractor's responsibility to obtain information concerning rain and wind. Reference is made to the National Oceanic and Atmospheric Administration (NOAA) publication entitled Local Climatological Data – Monthly Summary, which contains climatological and meteorological observations and data, including wind, rain, and temperature data for the project area.Subscription price and ordering information is available from the National Centers for Environmental Information, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: http://www.ncdc.noaa.gov/.

6. The climate in the project area is subtropical and humid. The project area is subject to tropical storms and hurricanes from June through November and to windy and/or rainy weather during any time of the year. Temperatures below freezing are rare. May is generally a transitional month in which storms that typically occur in June through September may begin. The typical rainfall of October through May is associated with mid-latitude systems (fronts and low-pressure systems) and is distributed in a spatially uniform pattern. Typical June through September rainfall is closely associated with convective activity. These rainfall events are normally of short duration and amounts are quite variable spatially. Occasionally, daily rainfall during the typical rainfalls of October through May could be quite heavy as mid-latitude systems penetrate into Florida. Weather forecasts as well as actual rainfall information from the http://www.ncdc.noaa.gov/

P a g e 2

National Weather Service Miami-South Florida Forecast Office can be accessed at: http://www.weather.gov/mfl/. The contractor may also obtain hydrometeorological data from the Jacksonville District, Water Management Section’s website, which can be found at:

https://www.saj.usace.army.mil/Missions/Civil-Works/Water- Management/ and the South Florida Water Management District’s (SFWMD) website which can be found at:

https://www.sfwmd.gov

7. National Ocean Service tidal data for Station ID 8722357, Stuart, St. Lucie River, FLORIDA can be found at the following website:

https://tidesandcurrents.noaa.gov

8. The following data are provided:

MONTHLY ANTICIPATED ADVERSE WEATHER

DELAY WORK DAYS BASED ON 5-DAY WORK

WEEK

The average number of days in each calendar month with precipitation greater than, or equal to 0.10 inches is provided for the project area in the following table. This information is based on data obtained from station Stuart, located at latitude 27.1897 and longitude -80.2397. The data were obtained from Climatography of the United States No. 20 Monthly Station Climate Summaries for Florida, published by the National Climatic Data Center, NOAA, for the period of record 1981-2010. The values in the table have been rounded to the nearest whole number.

Average Number of Days Per Month With Precipitation

>= 0.10 Inches

Gage Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

STUART

http://www.weather.gov/mfl/ https://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ https://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ https://www.sfwmd.gov/

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 Martin County Business Park Stormwater Modification

1.2.3 Location

1.2.4 Safety Requirements

1.2.5 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 EXISTING WORK

1.9 LOCATION OF UNDERGROUND FACILITIES

1.9.1 Notification Prior to Excavation

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

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.10.2 Contractor Responsibility

1.11 UNITS OF MEASURE

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 Section 00 31 32, Geotechnical Data Report for Dredged Material Management Area O-23 Okeechobee Waterway, Martin County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project consists of two features: constructing an upland dredged material management area (DMMA O-23) and modifying the stormwater system for Martin County Business Park in Martin County, Florida. The disposal area dikes shall be constructed using fill material excavated from within the containment basin footprint. Twin steel-framed box riser weirs with composite weir boards are to be constructed to provide the site decant water system. Other features of work include clearing and grubbing, fencing, and slope protection.

1.2.2 Martin County Business Park Stormwater Modification

This portion of the work consists of modifying three existing stormwater ponds, replacing manholes and catch basins, installing control structure, and clearing and grubbing. The plans and specifications are not products of the Government. Taylor Engineering, Inc. is the Engineer of Record.

Any portion of the contract documents that mentions "Engineer" is to be replaced by the Contracting Officer.

1.2.3 Location

The work is located in Martin County, Florida. Access is from public road Northeast Savannah Road.

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 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

b. In addition to the above, the following shall apply: The time for completion does not include establishment of grass. Grass shall be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time stated for the establishment of grass as set forth in the paragraph SOD ESTABLISHMENT PERIOD of Section 32 92 23 SODDING.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in 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.

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

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

1.6 LAYOUT OF WORK

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

1.6.1 Established Project Control

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

SECTION 01 11 00 Page 3 is desired.

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

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

SECTION 01 11 00 Page 4 satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.8 EXISTING WORK

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

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

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

1.9 LOCATION OF UNDERGROUND FACILITIES

All underground utilities within the work limits must be positively identified by a private utility locating service in addition to any station locating service and coordinated with the station utility department and the Government. Any utilities found which are not shown on the construction drawings must be brought to the Contracting Officer's attention prior to proceeding with construction.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact "CALL SUNSHINE BEFORE YOU DIG" at 1-800-432-4770. Contractor is responsible for marking all utilities not marked by "CALL SUNSHINE".

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

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

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

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

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

SECTION 01 11 00 Page 5 reasonable number of anticipated weather delay work days is obtained from the average number of days per month with precipitation greater than that indicated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA rounded to the nearest whole number.

1.10.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.11 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of his work. All survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings, shall clearly denote which system of measure is being utilized, referenced or discussed. Any omission, unprofessional or inaccurate use of a unit of measure on the part of the Contractor shall not relieve him of his responsibilities under the contract terms. The unit of measure used in this specification is the standard U.S. system. The contract drawings denote both standard U.S.

system and metric system where appropriate. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S.

system.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 MARTIN COUNTY BUSINESS PARK (LINE ITEMS 0018-0036)

1.3 RESIDENT MANAGEMENT SYSTEM (RMS)

1.3.1 Definition

1.3.2 Instructions

1.4 SUBMITTALS

1.5 JOB PAYMENT ITEMS

1.5.1 Twin Steel Box Riser Weir Structures (Line Item 0008)

1.5.2 Demolition (Line Item 0010)

1.5.3 Drainage Structures (Line Item 0011)

1.5.4 Perimeter Ditch Culverts (Line Item 0012)

1.5.5 Floating Aluminum Weir Platform and Access Gangway (Line Item

0013)

1.5.6 Construction/Vibration Control and Monitoring (Line Item 0014)

1.5.7 Environmental Species Monitoring (Line Item 0016)

1.5.8 Liability Insurance (Line Item 0017)

1.5.9 Liability Insurance (0036)

1.6 UNIT PRICE PAYMENT ITEMS

1.6.1 Clearing and Grubbing Containment Area (Line Item 0001)

1.6.1.1 Payment

1.6.1.2 Measurement

1.6.1.3 Unit of Measure

1.6.2 Containment Dike Construction (Line Item 0002)

1.6.2.1 Payment

1.6.2.2 Measurement

1.6.2.3 Unit of Measure

1.6.3 Sodding (Line Item 0003)

1.6.3.1 Payment

1.6.3.2 Measurement

1.6.3.3 Unit of Measure

1.6.4 Perimeter Ditch (Line Item 0004)

1.6.4.1 Payment

1.6.4.2 Measurement

1.6.4.3 Unit of Measure

1.6.5 Perimeter Road and Ramp Stabilization (Line Item 0005)

1.6.5.1 Payment

1.6.5.2 Measurement

1.6.5.3 Unit of Measure

1.6.6 Riprap, Bedding Stone and Geotextile(Line Item 0006)

1.6.6.1 Payment

1.6.6.2 Measurement

1.6.6.3 Unit of Measure

1.6.7 Drainage Blanket (Line Item 0007)

1.6.7.1 Payment

SECTION 01 22 00 Page 1

1.6.7.2 Measurement

1.6.7.3 Unit of Measure

1.6.8 Weir Outfall Pipes (Line Item 0009)

1.6.8.1 Payment

1.6.8.2 Measurement

1.6.8.3 Unit of Measure

1.6.9 Partnering Regroup (Line Item 0015)

1.6.9.1 Payment

1.6.9.2 Measurement

1.6.9.3 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 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 MARTIN COUNTY BUSINESS PARK (LINE ITEMS 0018-0036)

For Martin County Business Park (MCBP) Line Items 0018-0036, use Taylor Engineering's Section 01 29 00 MEASUREMENT AND PAYMENT.

1.3 RESIDENT MANAGEMENT SYSTEM (RMS)

1.3.1 Definition

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

1.3.2 Instructions

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

(RMS CM).

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SD-01 Preconstruction Submittals

SECTION 01 22 00 Page 3

Schedule of Values ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

1.5 JOB PAYMENT ITEMS

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

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit 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.

1.5.1 Twin Steel Box Riser Weir Structures (Line Item 0008)

Payment will be made for costs associated with operations necessary for the fabrication and installation of the weir riser structures and foundation; supplying composite weir riser flash boards of the type and number indicated in the drawings, and furnishing and installing the flashboard storage container. See Sections 03 30 53 MISCELLANEOUS

CAST-IN-PLACE CONCRETE, 05 50 13 MISCELLANEOUS METAL FABRICATIONS, 05 05 23

STRUCTURAL WELDING, 05 12 00 STRUCTURAL STEEL, and 33 40 00.20 FLASHBOARD

RISER SYSTEM.

1.5.2 Demolition (Line Item 0010)

Payment will be made for all costs associated with or incidental to demolishing and disposing of existing stormwater features within the DMMA footprint. Features include but is not limited to pipes, catch basins, mitered-end pipe sections, and rubble riprap.

1.5.3 Drainage Structures (Line Item 0011)

Payment will be made for costs associated with or incidental to furnishing and installing one perimeter ditch FDOT "E" type drainage structure, including placement of bedding stone, excavation, and backfill.

SECTION 01 22 00 Page 4

1.5.4 Perimeter Ditch Culverts (Line Item 0012)

Payment will be made for costs associated with or incidental to furnishing and installing two 36 Inch RCP perimeter ditch discharge culverts.

Payment also includes placement of bedding material, excavation, and backfill.

1.5.5 Floating Aluminum Weir Platform and Access Gangway (Line Item 0013)

Payment will be made for costs associated with operations necessary for the design, fabrication, and installation of the floating aluminum platforms and aluminum gangway to access the weirs. See Sections 05 50 13 MISCELLANEOUS METAL FABRICATIONS and 05 14 00 WELDING STRUCTURAL ALUMINUM

FRAMING.

1.5.6 Construction/Vibration Control and Monitoring (Line Item 0014)

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 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES.

1.5.7 Environmental Species Monitoring (Line Item 0016)

Payment will be made for costs associated with Environmental Species Monitoring. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.8 Liability Insurance (Line Item 0017)

Payment will be made for all costs associated with a five million dollar ($5,000,000) property damage liability insurance policy for all work associated with DMMA O-23. This policy shall meet all requirements of FAR 52.228-5 in Section 00700 CONTRACT paragraph 999.228-4000 in Section 00800

SPECIAL REQUIREMENTS.

1.5.9 Liability Insurance (0036)

Payment will be made for all costs associated with a five million dollar ($5,000,000) property damage liability insurance policy for all work associated with Martin County Business Park Stormwater Modification. This policy shall meet all requirements of FAR 52.228-5 in Section 00700 CONTRACT paragraph 999.228-4000 in Section 00800 SPECIAL REQUIREMENTS.

1.6 UNIT PRICE PAYMENT ITEMS

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

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

Contract unit price multiplied by agreed quantity is full compensation.

SECTION 01 22 00 Page 5

1.6.1 Clearing and Grubbing Containment Area (Line Item 0001)

1.6.1.1 Payment

Payment will be made for costs associated with or incidental to clearing, grubbing, stripping, scrapping, sorting, disposal of unsuitable material, hauling and stockpiling of topsoil; providing and maintaining access to the work site(s) and disposal area(s) and noise control. All cleared material unsuitable for topsoil shall be disposed of off-site by the contractor in a manner that complies with local, State and Federal regulations and is acceptable to the Contracting Officer. See Section

31 11 00 CLEARING AND GRUBBING.

1.6.1.2 Measurement

The total amount of area cleared and grubbed, and to be paid for under this contract, will be measured by surface area surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1.3 Unit of Measure

Acre.

1.6.2 Containment Dike Construction (Line Item 0002)

1.6.2.1 Payment

Payment will be made for material placed as required in the dike construction. Payment shall constitute full compensation for providing and maintaining access to the work site(s), furnishing all plant, labor, equipment and material, except earth material, and performing all operations necessary for stripping, processing (removal of unsatisfactory fill), foundation preparation and placing and compacting the suitable material, materials testing, moisture control, control of dust and noise, and perimeter road and ramp sub-base. This payment includes excavating and transporting of the material as required in paragraph EXCAVATION.

Excess material unnecessary for dike construction or other features shall be removed from the site and become the property of the contractor. No separate or direct payment will be made for stockpiling and disposition of stripped materials. All costs in connection therewith will be considered as a subsidiary obligation of the Contractor. If regrowth of vegetation or trees occurs after clearing and grubbing and before placement of dike, and the Contractor is required to clear and grub again prior to dike construction, no payment will be made for this additional clearing and grubbing. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 41 00

DIKE CONSTRUCTION.

1.6.2.2 Measurement

a. The total amount of material necessary to construct the dike, and to be paid for under this contract, will be determined from the original survey performed by the Government, and elevations above finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Dikes not constructed to design grade including allowable tolerance as indicated will not be accepted. Volumes occupied by drainage structures will not be included in measurement of Dike Construction for payment.

SECTION 01 22 00 Page 6

b. The basis for measurement of fill placed by reason of soft material in the foundation being forced outward from the section will be a survey of the area taken prior to fill placement and a second survey of the same area after completion of fill placement. The cross sections will extend 50 feet beyond the toes of the fills. A cross section will be taken at each settlement measurement location.

1.6.2.3 Unit of Measure

Cubic yard.

1.6.3 Sodding (Line Item 0003)

1.6.3.1 Payment

Payment will be made for costs associated with or incidental to prepping topsoil, Sodding and watering the containment dike slopes and all cleared or otherwise disturbed areas within the containment site property. See Section 31 11 00 CLEARING AND GRUBBING and Section 32 92 23 SODDING.

1.6.3.2 Measurement

The total amount of area sodded, and to be paid for under this contract, will be measured by surface area surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.3.3 Unit of Measure

Square yard.

1.6.4 Perimeter Ditch (Line Item 0004)

1.6.4.1 Payment

Payment will be made for costs associated with or incidental to constructing the perimeter ditch, and installing slope protecting. See Section 35 41 00 DIKE CONSTRUCTION.

1.6.4.2 Measurement

The total amount of length of the perimeter ditch to be paid for under this contract, will be measured by surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.4.3 Unit of Measure

Linear foot.

1.6.5 Perimeter Road and Ramp Stabilization (Line Item 0005)

1.6.5.1 Payment

Payment will be made for costs associated with or incidental to furnishing and placing road surface stabilization material on the containment dike perimeter road and basin interior ramps. See Sections 34 71 00 ROADWAY STABILIZATION and 35 41 00 DIKE CONSTRUCTION.

SECTION 01 22 00 Page 7

1.6.5.2 Measurement

The total area of stabilization material placed, and to be paid for under this contract, will be measured by surveys in accordance with Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.5.3 Unit of Measure

Square yard.

1.6.6 Riprap, Bedding Stone and Geotextile(Line Item 0006)

1.6.6.1 Payment

Payment will be made for costs associated with or incidental to furnishing and installing slope protecting riprap, bedding stone and geotextile fabric. See Section 35 41 00 DIKE CONSTRUCTION, Section 31 05 19 GEOTEXTILE and Section 35 31 19 STONE PROTECTION.

1.6.6.2 Measurement

The total amount of riprap area to be paid for under this contract will be measured by surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Riprap placed outside the limits and dimensions as shown on the drawings will not be cause for an equitable adjustment to this contract cost or duration.

The estimated quantity for this line item does not include tolerances.

The Contractor is responsible for considering the cost of required tolerances, and include this cost in the unit price for this line item.

1.6.6.3 Unit of Measure

Square foot.

1.6.7 Drainage Blanket (Line Item 0007)

1.6.7.1 Payment

Payment will be made for costs associated with or incidental to furnishing materials and installing the drainage blanket along the outside toe of the containment dike. Payment shall constitute full compensation for preparing the underlying soil layer; for furnishing all material, equipment, plant, and tools; and other incidentals necessary to complete the work required by Section 35 41 00 DIKE CONSTRUCTION.

1.6.7.2 Measurement

The total amount of drainage blanket constructed, and to be paid for under this contract, will be measured by surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.7.3 Unit of Measure

Linear foot

SECTION 01 22 00 Page 8

1.6.8 Weir Outfall Pipes (Line Item 0009)

1.6.8.1 Payment

Payment will be made for costs associated with or incidental to procurement of and installation of the 30-inch I.D. HDPE weir discharge return pipes, including the drainage fill surrounding the return pipes.

See Section 33 40 00.20 FLASHBOARD RISER SYSTEM.

1.6.8.2 Measurement

The total amount of drainage pipe placed, and to be paid for under this contract, will be measured by a survey in accordance with Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.8.3 Unit of Measure

Each.

1.6.9 Partnering Regroup (Line Item 0015)

1.6.9.1 Payment

Payment will be made for costs associated with or 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.

1.6.9.2 Measurement

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

1.6.9.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

For progress payments, ensure ACTIVITY SCHEDULE, FEATURE SCHEDULE, submittal register, and punchlists are all up to date. Use PROGRESS PAYMENTS to 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 of Section 00700

SECTION 01 22 00 Page 9

CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Environmental reports.

g. Progress photographs.

h. 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.

3.1.2 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 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Access by Others

1.3.3 Inspections by Others

1.4 PROJECT MEETINGS

1.5 PROJECT MEETINGS FORMAT

1.6 PRECONSTRUCTION CONFERENCE

1.6.1 Preconstruction Conference Minutes and Phone

1.6.2 Preconstruction Conference Submittals

1.6.2.1 Other Division 01 Submittals

1.6.2.2 Divisions 02 through 48 Submittals

1.6.3 Joint Risk Register

1.6.4 List of Subcontractors

1.7 PARTNERING

1.7.1 Initial Partnering Meeting

1.7.1.1 Contractor Responsibility

1.7.1.2 Tasks and Deliverables

1.7.2 Partnering Regroups

1.7.2.1 Contractor Responsibility

1.7.2.2 Tasks and Deliverables

1.7.3 Cancellation of Partnering Meeting or Regroup

1.8 NOTICE TO PROCEED

1.9 COORDINATION MEETING

1.10 PROGRESS MEETINGS

1.10.1 Progress Meeting Participants

1.11 CONTRACTOR PERFORMANCE EVALUATIONS

1.11.1 Training

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

3.5 ELECTRONIC SOFTWARE FOR DAVIS-BACON ACT PAYROLL RECORDS

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. 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 04 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.