B.08.02 W912EP20R0022 Picayune Levee Volume 2.pdf

W912EP20R0022

Jacksonville District

Comprehensive Everglades Restoration Plan Picayune Strand Restoration Project Southwest Protection Feature Levee

Collier County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

CERP - Picayune Strand Restoration Project Southwest Protection Feature Levee, Collier County, Florida

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT

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 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY MONITORING

01 78 02 CLOSEOUT SUBMITTALS

DI VI SI ON 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00 CONCRETE REINFORCING

03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 39 00 CONCRETE CURING

DI VI SI ON 05 - METALS

05 50 15 CIVIL WORKS FABRICATIONS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 32 11 SOIL SURFACE EROSION CONTROL

31 62 13 PRESTRESSED CONCRETE PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 LIMEROCK BASE FOR ROADS

32 92 19 SEEDING

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

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

35 21 02 STAFF GAUGES - CONCRETE PILE MOUNTED

35 31 19 STONE PROTECTION FOR STRUCTURES

PROJECT TABLE OF CONTENTS Page 1

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

CERP ‐ Picayune Strand Southwest Protection Feature Levee

SECTION 00 31 21 Page | 1

DESIGNATION - K 598

PID - DG8588

STATE/COUNTY- FL/COLLIER

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: K 598 2004

MARK LOGO: FLDEP

PROJECTION: FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - January 01, 2011

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)

THE MARK IS ABOUT 16.1 MI EAST-SOUTHEAST OF NAPLES.

TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY ROAD 951

(EXIT 101, COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO NORTH ON COUNTY

ROAD 951 (COLLIER BOULEVARD) FOR 3.6 MI TO THE JUNCTION OF COUNTY ROAD 896

(PINE RIDGE ROAD) ON THE LEFT AND WHITE BOULEVARD ON THE RIGHT, CONTINUE

NORTH ON COUNTY ROAD 951 (COLLIER BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF

GOLDEN GATE BOULEVARD (COUNTY ROAD 876) ON THE RIGHT, TURN RIGHT ON GOLDEN

GATE BOULEVARD (COUNTY ROAD 876) AND GO EAST FOR 5.0 MI TO THE INTERSECTION

OF WILSON BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD (COUNTY ROAD 876)

FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT ON

EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF INTERSTATE

75, CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 1.8 MI TO THE INTERSECTION OF

60TH AVENUE SE AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE

MONUMENT, FLUSH WITH THE GROUND AND LEVEL WITH EVERGLADES BOULEVARD.

LOCATED 57.5 FT NORTH OF THE APPROXIMATE CENTERLINE OF 60TH AVENUE SE, 23.2

FT EAST OF THE APPROXIMATE CENTERLINE OF EVERGLADES BOULEVARD AND 1.7 FT

SOUTHWEST OF A CARSONITE WITNESS POST.

NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.

STATION RECOVERY (2011)

RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RO)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page | 2

DESIGNATION - 5128 062 9248

PID - AD8643

STATE/COUNTY- FL/COLLIER

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: 5128-062 9248 1992

MARK LOGO: DENI

PROJECTION: RECESSED 5 CENTIMETERS

MAGNETIC: STEEL ROD IMBEDDED IN MONUMENT

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

OBSERVATIONS - August 10, 2011

STATION RECOVERY (2004)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)

THE MARK IS ABOUT 16.0 MI SOUTHEAST OF NAPLES.

TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY ROAD 951

(EXIT 101, COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO NORTH ON COUNTY

ROAD 951 (COLLIER BOULEVARD) FOR 3.6 MI TO THE JUNCTION OF COUNTY ROAD 896

(PINE RIDGE ROAD) ON THE LEFT AND WHITE BOULEVARD ON THE RIGHT, CONTINUE

NORTH ON COUNTY ROAD 951 (COLLIER BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF

GOLDEN GATE BOULEVARD (COUNTY ROAD 876) ON THE RIGHT, TURN RIGHT ON GOLDEN

GATE BOULEVARD (COUNTY ROAD 876) AND GO EAST FOR 5.0 MI TO THE INTERSECTION

OF WILSON BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD (COUNTY ROAD 876)

FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT ON

EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF INTERSTATE

75, CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 6.8 MI TO THE INTERSECTION OF

100TH AVENUE SE AND THE MARK ON THE LEFT, AN ALUMINUM DISK SET IN THE TOP OF

A ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND

BELOW THE LEVEL OF EVERGLADES BOULEVARD.

LOCATED 26.3 FT SOUTH OF THE APPROXIMATE CENTERLINE OF 100TH AVENUE SE, 22.8

FT EAST OF THE APPROXIMATE CENTERLINE OF EVERGLADES BOULEVARD, 3.0 FT NORTH

OF A STOP SIGN AND 2.8 FT WEST OF A CARSONITE WITNESS POST.

STATION RECOVERY (2011)

RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2011 (TAK)

SECTION 00 31 21 Page | 3

DESIGNATION - R 598

PID - DG8594

STATE/COUNTY- FL/COLLIER

MARKER: FLANGE-ENCASED METAL ROD DRIVEN INTO GROUND (DEPTH: 2.4

meters).

STAMPING: R 598 2004

MARK LOGO: NGS

PROJECTION: RECESSED 3 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

OBSERVATIONS - May 30, 2007

THE MARK IS ABOUT 16.0 MI EAST OF NAPLES.

TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY ROAD 951

(EXIT 101, COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO NORTH ON COUNTY

ROAD 951 (COLLIER BOULEVARD) FOR 3.6 MI TO THE JUNCTION OF COUNTY ROAD 896

(PINE RIDGE ROAD) ON THE LEFT AND WHITE BOULEVARD ON THE RIGHT, CONTINUE

NORTH ON COUNTY ROAD 951 (COLLIER BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF

GOLDEN GATE BOULEVARD (COUNTY ROAD 876) ON THE RIGHT, TURN RIGHT ON GOLDEN

GATE BOULEVARD (COUNTY ROAD 876) AND GO EAST FOR 5.0 MI TO THE INTERSECTION

OF WILSON BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD (COUNTY ROAD 876)

FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT ON

EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF INTERSTATE

75, CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 9.3 MI TO THE MARK ON THE

RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 7.8 FT WITH A

NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT

ABOVE THE LEVEL OF EVERGLADES BOULEVARD, THE DATUM POINT IS RECESSED 0.1 FT

BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED 62.3 FT NORTH OF THE APPROXIMATE CENTERLINE OF 120TH AVENUE SE, 41.5

FT WEST OF THE APPROXIMATE CENTERLINE OF EVERGLADES BOULEVARD AND 1.5 FT

EAST-SOUTHEAST OF A CARSONITE WITNESS POST.

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

NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.

STATION RECOVERY (2007)

RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2007 (BRH)

SECTION 00 31 21 Page | 4

DESIGNATION - Z 526

PID - AJ6607

MARKER: SURVEY DISK 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: BOX CULVERT HEADWALL

STAMPING: Z 526 2001 CERP

MARK LOGO: USE

MAGNETIC: NO MAGNETIC MATERIAL

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

OBSERVATIONS - March 02, 2016

DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)

THE MARK IS ABOUT 7.0 MI EAST OF NAPLES, AND APPROXIMATELY 9.5 MI NORTH OF

MARCO ISLAND, COLLIER COUNTY FLORIDA. OWNERSHIP- COLLIER COUNTY.

TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO. 951 (I-

75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951, 4.45 MI TO THE MARK

ON THE LEFT.

THE MARK IS SET FLUSH ON THE OF A CONCRETE ENDWALL (ON THE NORTH END OF A

CONCRETE BOX CULVERT), ABOUT 0.2 FT ABOVE THE LEVEL OF THE GROUND ON THE

SOUTH SIDE OF THE END WALL, AND ABOUT 1.0 FT ABOVE THE LEVEL OF THE NORTH

BOUND LANES OF COUNTY ROAD NO. 951, 48.7 FT EAST OF THE CENTERLINE OF THE

NORTHBOUND LANES OF COUNTY ROAD NO. 951, 38.5 FT NORTH OF THE CENTERLINE OF

SABAL PALM ROAD (A PAVED ROAD RUNNING EAST FROM COUNTY ROAD NO. 951), 0.7 FT

EAST OF WEST END OF THE CONCRETE END WALL AND 25.3 FT WEST OF THE EAST END OF

THE CONCRETE END WALL.

STATION RECOVERY (2016)

RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2016 (JH)

SECTION 00 31 21 Page | 5

DESIGNATION - M 598

PID - DG8590

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE (4 METERS)

STAMPING: M 598 2004

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

OBSERVATIONS - January 23, 2004

THE MARK IS ABOUT 16.0 MI EAST OF NAPLES, FLORIDA.ESTIMATED SECTION 30,

TOWNSHIP 50 SOUTH, RANGE 28 EAST.

TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY ROAD 951

(EXIT 101, COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO NORTH ON COUNTY

ROAD 951 (COLLIER BOULEVARD) FOR 3.6 MI TO THE JUNCTION OF COUNTY ROAD 896

(PINE RIDGE ROAD) ON THE LEFT AND WHITE BOULEVARD ON THE RIGHT, CONTINUE

NORTH ON COUNTY ROAD 951 (COLLIER BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF

GOLDEN GATE BOULEVARD (COUNTY ROAD 876) ON THE RIGHT, TURN RIGHT ON GOLDEN

GATE BOULEVARD (COUNTY ROAD 876) AND GO EAST FOR 5.0 MI TO THE INTERSECTION

OF WILSON BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD (COUNTY ROAD

876) FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT ON

EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF INTERSTATE

75, CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 4.8 MI TO THE MARK ON THE

LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.2 FT WITH A

NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH EVERGLADES BOULEVARD, THE

DATUM POINT IS RECESSED 0.5 FT BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED 22.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF 84TH AVENUE SE, 20.8

FT EAST OF THE APPROXIMATE CENTERLINE OF EVERGLADES BOULEVARD AND 1.4 FT

WEST OF A CARSONITE WITNESS POST.

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

NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.

STATION RECOVERY (2004)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)

RECOVERED AS DESCRIBED.

SECTION 00 31 21 Page | 6

DESIGNATION - L 527

PID - AJ7743

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE (4.47 METERS)

STAMPING: L 527 2001 CERP

MARK LOGO: NONE

PROJECTION: RECESSED 15 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

OBSERVATIONS - June 27, 2018

DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)

THE MARK IS ABOUT 14.19 MI SOUTHEAST OF NAPLES, FLORIDA.

OWNERSHIP – FLORIDA DEPARTMENT OF TRANSPORTATION

TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND COUNTY

ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 6.9 MI TO

THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO SOUTHEAST ON U.S.

HIGHWAY 41 6.86 MI TO TOMATO ROAD AND THE MARK ON THE LEFT.

THE MARK IS 91.5 FT SOUTHEAST OF THE CENTER OF THE TURN-OFF FOR TOMATO ROAD,

23.7 FT NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 41, 10.5 FT SOUTHEAST OF

(PARALLEL TO U. S. HIGHWAY 41) THE CENTER OF A 1.8 FT X 2.8 FT ALUMINUM BOX

WHICH SITS ATOP A 1.0 FT DIAMETER CORRUGATED PIPE (WATER GAGING STATION), 3.3

FT NORTHEAST OF A STEEL GUARDRAIL, AND 2.0 FT SOUTHWEST OF A CARSONITE

WITNESS POST. THE DATUM POINT IS SET 0.48 FT BELOW THE ASPHALT SHOULDER AND

1.15 FT BELOW THE LEVEL OF U.S. HIGHWAY 41, BEING THE TOP OF A STAINLESS

STEEL ROD DRIVEN 14.67 FT TO REFUSAL AND ENCASED IN A 5-INCH PVC PIPE WITH AN

ACCESS COVER.

NOTE- A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.

STATION RECOVERY (2018)

RECOVERY NOTE BY WANTMAN GROUP INC 2018 (JC)

1. The project area for the Picayune Strand Restoration Project Southwest Protection Feature Levee is in Collier County, Florida as indicated in the Plans and Specifications.

2. Water stages in the project area are mainly affected by rainfall, runoff, evapotranspiration, and groundwater flow.

3. The contractor should not expect that water levels/flows will be manipulated for the contractor. The contractor should not expect “no flow” or dry conditions during the contract period. The contractor may obtain hydrometeorological data from the Jacksonville District, Water Management Section’s website, which can be found at https://www.saj.usace.army.mil/waterManagement/ and also the SFWMD’s website which can be found at https://www.sfwmd.gov/

4. Water levels and flows in the project area may change suddenly. There may be extended periods of high flows during the contract period, depending on hydrometeorologic conditions.

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.

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: https://www.ncdc.noaa.gov/

6. The climate of the project area is essentially subtropical and humid.

Temperatures below freezing are rare. The wet season is from May through October. The hurricane season is from June through November. In general, the winter months constitute the dry season, and rainfall is usually associated with mid-latitude systems (fronts and low-pressure systems) and is distributed in a spatially uniform pattern. The summer months comprise the wet season and rainfall is closely associated with convective activity.

These rainfall events are normally of short duration, and amounts are quite variable spatially. The project site is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather throughout the year. Weather forecasts as well as actual rainfall information from the National Weather Service Miami-South Florida forecast office can be found at: https://www.weather.gov/mfl/.

7. The following data are provided:

SECTION 00 33 50 Page 1

Picayune Strand Southwest Protection Feature Levee Collier, County, FLorida.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON 5-DAY WORK WEEK

The average number of work days in each calendar month with precipitation greater than or equal to 0.10 inches is provided for the project area in the below table. This information is based on data obtained from Station NAPLES located at latitude: 26.1686 and longitude: -81.7158.

Average Number of Days per Month With Precipitation >= 0.10 Inches

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

NAPLES 2 3 2 2 4 8 9 10 9 4 2 2

The data was 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 this table have been rounded to the nearest whole number.

Picayune Strand Southwest Protection Feature Levee Collier, County, FLorida.

SECTION 00 33 50 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 EXISTING WORK

1.8 DAMAGE TO WORK

1.9 DAMAGE TO WORK -- COFFERDAM REQUIRED

1.10 LOCATION OF UNDERGROUND FACILITIES

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

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.11.2 Contractor Responsibility

1.12 UNITS OF MEASURE

1.13 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

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 Picayune Strand Restoration Project Southwest Protection Features Levee, Collier County, Florida

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes construction of a 7.2 mile long levee. Access is provided by an access road extending from US41, traversing through the adjacent owner's property, until it reaches the levee about 700 feet north of the levee's southern end. The levee has an adjacent conveyance canal which is also used for borrow material. Canal excavation unsuitable for embankment use will be placed in a spoil pile off of the levee footprint at 102 Avenue. There are three culvert structures in the project.

Culvert 1 provides drainage under the access road for the existing canal associated with Lipman Farm. Culvert 2 provides drainage under the access road for the conveyance canal. Culvert 3 is the only culvert to penetrate the embankment. It provides drainage through the levee for local drainage and drainage associated with Lipman Farms. A flap gate is used on the water side of the levee.

1.2.2 Location

The SWPF Levee is located in Collier County, Florida. It is on the western side of the Picayune Strand State Forest. The Lipman Farms agricultural area is to the west. The access point at US41 is about 15 miles east of Naples and about 17 miles west of SR29. SR29 is the closest road on the west side with an access to points north such as I-75.

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

SECTION 01 11 00 Page 2

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1. The time for completion does not include establishment of grass. Grass must 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 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 is desired.

SECTION 01 11 00 Page 3

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

1.8 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), SECTION 01 11 00 Page 4 utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.9 DAMAGE TO WORK -- COFFERDAM REQUIRED

a. The responsibility for damage to any part of the work to be performed under this contract shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1.

However, if the cofferdam(s) is constructed in accordance with plans and progress schedules approved by the Contracting Officer, but is overtopped by flood and such flood causes damage to the cofferdam or if any part of the permanent work is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precaution or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs ordered by the Contracting Officer.

The Contractor shall be compensated for any such repairs in accordance with the Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume

1. The equitable adjustment shall be based on the contract unit or lump sum prices applicable to any part of the damaged work.

b. The Contractor may, subject to approval of the Contracting Officer, or the Contracting Officer may order the Contractor to, flood or breach the cofferdam during a rise prior to, and in anticipation of, natural flooding due to overtopping. Such flooding or breach will be considered the same as though the cofferdam, if constructed in accordance with plans and progress schedules approved by the Contracting Officer, had been overtopped, in which event an equitable adjustment will be made for damages to the cofferdam and/or any part of the permanent work, as provided in subparagraph (a.) above.

1.10 LOCATION OF UNDERGROUND FACILITIES

Notify the Contracting Officer at least 7 days prior to starting excavation work. Contact Call Before You Dig" at 811 or 1-800-432-4770 at least 14 days prior to excavating. Contractor is responsible for marking all utilities not marked by "Call Before You Dig".

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

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

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

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

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon

SECTION 01 11 00 Page 5

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

reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50

WEATHER, WATER STAGE AND TIDE DATA.

1.11.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, 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. Include the number of actual adverse weather delay 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.

1.12 UNITS OF MEASURE

The standard U.S. system of measure shall be utilized by the Contractor in the performance of work. Clearly denote that the US system of measure is being utilized, referenced or discussed on all survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings. Any omission or inaccurate use of a unit of measure will not relieve the Contractor of their responsibilities under the Contract terms. The unit of measure used in this specification is the standard U.S. system. The contract drawings denote standard U.S. system.

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.

1.13 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

It is understood and agreed by the parties hereto that the project works being performed under this contract are for the benefit of the South Florida Water Management District, which agency, as the representative of the State of Florida, is responsible for acquisition of lands upon which the construction is to take place. This responsibility is pursuant to authorizing legislation of the Congress of the United States of America.

It is clearly understood that the project works to be constructed herein, upon completion, will be turned over to that agency for operation and maintenance as part of the Government's project agreement obligation.

SECTION 01 11 00 Page 6

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Culvert 1 Structure (Line Item 0001)

1.4.2 Culvert 2 Structure (Line Item 0002)

1.4.3 Culvert 3 Structure (Line Item 0003)

1.4.4 Cofferdams and Bypass Flow for Culvert 1 (Line Item 0004)

1.4.5 Temporary Access (Line Item 0005)

1.4.6 Environmental Monitoring (Line Item 0006)

1.4.7 Turbidity Monitoring (Line Item 0007)

1.4.8 Access Gate (Line Item 0008)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Clearing and Grubbing (Line Item 0009)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.2 Excavation (Line Item 0010)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Fill (Line Item 0011)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Imported Fill (Line Item 0012)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 High Performance Turf Reinforcement Mat (HPTRM) (Line Item

0013)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Sod (Line Item 0014)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Seeding (Line Item 0015)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Existing Access Road Resurfacing (Line Item 0016)

SECTION 01 22 00 Page 1

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Levee and New Access Road Limerock (Line Item 0017)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Riprap and Bedding Stone (Line Item 0018)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

1.5.11 Partnering Regroup (Line Item 0019)

1.5.11.1 Payment

1.5.11.2 Measurement

1.5.11.3 Unit of Measure

1.5.12 Contracting Officer's Field Office (Line Item 0020)

1.5.12.1 Payment

1.5.12.2 Measurement

1.5.12.3 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 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum

SECTION 01 22 00 Page 3 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.

1.4.1 Culvert 1 Structure (Line Item 0001)

Payment will be made for costs associated with or incidental to the construction of the Culvert 1 structure. This item includes bedding, culvert placement, backfill between wingwalls, wingwalls, headwalls, and staff gauges.

1.4.2 Culvert 2 Structure (Line Item 0002)

Payment will be made for costs associated with or incidental to the construction of the Culvert 2 structure. This item includes bedding, culvert placement, backfill between wingwalls, wingwalls, headwalls, and staff gauges.

1.4.3 Culvert 3 Structure (Line Item 0003)

Payment will be made for costs associated with or incidental to the construction of the Culvert 3 structure. This item includes bedding, culvert placement, backfill between wingwalls, wingwalls, headwalls, debris barriers, flap gates, and staff gauges.

1.4.4 Cofferdams and Bypass Flow for Culvert 1 (Line Item 0004)

Payment will be made for costs associated with or incidental to the cofferdams and bypass flow required for the construction of Culvert 1.

This activity includes the removal of these systems and restoration of the areas utilized.

1.4.5 Temporary Access (Line Item 0005)

Payment will be made for costs associated with or incidental to the construction and maintenance of the temporary access to the project site construction staging area on the west side of the existing canal. This activity includes the restoration of the designated temporary staging area.

SECTION 01 22 00 Page 4

1.4.6 Environmental Monitoring (Line Item 0006)

Payment will be made for costs associated with or incidental to all required environmental monitoring. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.4.7 Turbidity Monitoring (Line Item 0007)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity in the existing canal. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.8 Access Gate (Line Item 0008)

Payment will be made for costs associated with or incidental to construction of the access gate.

1.5 UNIT PRICE PAYMENT ITEMS

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

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

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Clearing and Grubbing (Line Item 0009)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to clearing and grubbing the construction area.

1.5.1.2 Measurement

The total acreage cleared within the construction limits as shown on the plans.

Unit of Measure

Acres.

1.5.2 Excavation (Line Item 0010)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; excavation, hauling and stockpiling of topsoil; providing and maintaining access to the work site(s) and disposal area(s); noise control; and, debris removal.

SECTION 01 22 00 Page 5

1.5.2.2 Measurement

The total amount of material removed, and to be paid for under this contract, will be measured by the volume in-place prior to excavation with quantities determined by digital terrain model (DTM) surface to surface computations. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before excavation, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that excavation is complete to the required finished grades, and that tolerances have not been exceeded. Excavation below required finished grades will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments 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.

1.5.2.3 Unit of Measure

Cubic yard.

1.5.3 Fill (Line Item 0011)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to borrow, processing (removal of unsuitable fill), transportation, and placement of suitable materials; providing and maintaining access to the work site(s) and borrow area(s); and noise control.

1.5.3.2 Measurement

The total amount of material placed, and to be paid for under this contract, will be measured by the volume in-place with quantities determined by digital terrain model (DTM) surface to surface computations. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before fill placement, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that fill placement is complete to the required finished grades, and that tolerances have not been exceeded. Fill above required finished grades will not be included in quantities calculated for final payment.

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

The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and

SECTION 01 22 00 Page 6 elevations below 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.

1.5.3.3 Unit of Measure

Cubic yard.

1.5.4 Imported Fill (Line Item 0012)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to purchasing, transportation, and placement of suitable materials; providing and maintaining access to the work site(s); and dust control. Work associated with this CLIN shall not commence until all of the onsite borrow material has been utilized and exhausted; and the Contracting Officer authorizes the work.

1.5.4.2 Measurement

The total amount of material placed, and to be paid for under this contract, will be measured by the volume in-place with quantities determined by digital terrain model (DTM) surface to surface computations. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before fill placement, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that fill placement is complete to the required finished grades, and that tolerances have not been exceeded. Fill above required finished grades will not be included in quantities calculated for final payment.

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

The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations below 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.

1.5.4.3 Unit of Measure

Cubic yard.

1.5.5 High Performance Turf Reinforcement Mat (HPTRM) (Line Item 0013)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to placement and establishment of High Performance Turf Reinforcement Mat.

1.5.5.2 Measurement

Measurement will be made by the area of High Performance Turf Reinforcement Mats installed.

SECTION 01 22 00 Page 7

1.5.5.3 Unit of Measure

Square yard.

1.5.6 Sod (Line Item 0014)

1.5.6.1 Payment

Payment will be made for all cost associated with or incidental to sodding as allowed in the contract drawings and specified in 32 92 23 Sodding.

Payment constitutes full compensation for furnishing, installing, and maintaining sod that results in a healthy stand of grass cover as required, including the provision and use of equipment, erosion control methods and materials, fertilizers, soil amendments, mulch, pesticides, and water.

1.5.6.2 Measurement

Measurement will be made by land survey of area of sod installed and established.

1.5.6.3 Unit of Measure

Square yard.

1.5.7 Seeding (Line Item 0015)

1.5.7.1 Payment

Payment will be made for all cost associated with or incidental to sodding as allowed in the contract drawings and specified in 32 92 19 Seeding.

Payment constitutes full compensation for furnishing, installing, and maintaining seeding that results in a healthy stand of grass cover as required, including the provision and use of equipment, erosion control methods and materials, fertilizers, soil amendments, mulch, pesticides, and water.

1.5.7.2 Measurement

Measurement will be made by land survey of area of seeded and established.

1.5.7.3 Unit of Measure

Square yard.

1.5.8 Existing Access Road Resurfacing (Line Item 0016)

1.5.8.1 Payment

Payment will be made for costs associated with resurfacing of the existing access road.

1.5.8.2 Measurement

Measurement will be made by land survey of area resurfaced.

SECTION 01 22 00 Page 8

1.5.8.3 Unit of Measure

Square yard.

1.5.9 Levee and New Access Road Limerock (Line Item 0017)

1.5.9.1 Payment

Payment will be made for costs associated with constructing the limerock bearing surface on the levee crown and new access road.

1.5.9.2 Measurement

Measurement will be made by land survey of area of limerock bearing surfaced installed.

1.5.9.3 Unit of Measure

Square yard.

1.5.10 Riprap and Bedding Stone (Line Item 0018)

1.5.10.1 Payment

Payment will be made for costs associated with or incidental to procurement, transportation, and placement of geotextile, bedding stone, and riprap to the lines and grades shown on the drawings.

1.5.10.2 Measurement

Measurement will be made by the area of riprap and bedding stone installed.

1.5.10.3 Unit of Measure

Square yard.

1.5.11 Partnering Regroup (Line Item 0019)

1.5.11.1 Payment

Payment will be made for costs associated with and incidental to conducting a partnering regroup. This line item will not be subject to VARIATION IN ESTIMATED QUANTITY clause, and the Contractor will only be paid for the actual number of partnering regroups conducted. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.11.2 Measurement

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

1.5.11.3 Unit of Measure

Each.

SECTION 01 22 00 Page 9

1.5.12 Contracting Officer's Field Office (Line Item 0020)

1.5.12.1 Payment

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

1.5.12.2 Measurement

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

1.5.12.3 Unit of Measure

Month.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

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

a.