B.08 W912EP23B0014 Amendment 0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

J

PAGE OF PAGES

1 323

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

18-Sep-2023

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY CODE W912EP 7. ADMINISTERED BY (If other than item 6) CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

See Item 6

8. NAME AND ADDRESS OF CONTRACT OR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W912EP23B0014

X 9B. DATED (SEE ITEM 11)

08-Jun-2023

10A. MOD. OF CONTRACT /ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. T HIS ITEM ONLY APPLIES TO AMENDMENT S OF SOLICIT ATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNT ING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACT S/ORDERS.

IT MODIFIES THE CONTRACT /ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. T HE ABOVE NUMBERED CONTRACT /ORDER IS MODIFIED TO REFLECT THE ADMINIST RATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORT H IN ITEM 14, PURSUANT TO THE AUT HORIT Y OF FAR 43.103(B).

C. T HIS SUPPLEMENT AL AGREEMENT IS ENTERED INTO PURSUANT TO AUT HORIT Y OF:

D. OTHER (Specify type of modification and authority)

E. IMPORT ANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPT ION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

LAKE WORTH LAGOON ECOSYSTEM RESTORATION PROJECT, CONTINUING AUTHORIES PROGRAM (SECTION 1135), PALM BEACH

COUNTY, FLORIDA

A. SEE CONTINUTATION SHEET FOR AMENDMENT DETAILS.

B. THE BID DUE DATE REMAINS UNCHANGED AT OCTOBER 3, 2023 @ 1:00 PM, EDT.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONT RACTING OFFICER (Type or print)

TEL: EMAIL:

15B. CONT RACT OR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNIT ED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

30-105-04 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

SF 30 CONTINUATION SHEET

Lake Worth Lagoon Ecosystem Restoration Project Continuing Authorities Program (Section 1135)

Palm Beach County, Florida

W912EP23B0014 1 Amendment 0003

SUMMARY OF CHANGES

1. SPECIFICATIONS:

DELETE Volume 2 of 2, and REPLACE with the attached revised Volume 2 of 2.

2. DRAWINGS:

DELETE G-01 – G-09, C-01 – C-08, R-01 – R-02 and REPLACE with the attached revised G-01 – G-09, C-01 – C-09, R-01 – R-02.

(End of Summary of Changes)

W912EP23B0014

Jacksonville District

LAKE WORTH LAGOON ECOSYSTEM

RESTORATION PROJECT, CONTINUING

AUTHORITIES PROGRAM (SECTION 1135),

PALM BEACH COUNTY, FLORIDA

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Lake Wor t h Lagoon Ecosyst em Rest or at i on Pr oj ect , CAP ( Sect i on 1135) , Pal m Beach Count y, Fl or i da

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRI PTI ONS

00 33 50 WEATHER, WATER STAGE AND TI DE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMI NI STRATI VE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)

01 45 04 CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 55 26 TRAFFI C CONTROL

01 57 20 ENVI RONMENTAL PROTECTI ON

01 57 25 TURBI DI TY AND DI SPOSAL MONI TORI NG

01 78 02 CLOSEOUT SUBMI TTALS

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

02 22 13 VI BRATI ON MONI TORI NG REQUI REMENTS FOR EXI STI NG STRUCTURES

DI VI SI ON 31 - EARTHWORK

31 00 01 EARTHWORK DREDGE MATERI AL MANAGEMENT AREAS

31 05 19 GEOTEXTI LES

31 11 00 CLEARI NG AND GRUBBI NG

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 19 SEEDI NG

32 92 23 SODDI NG

32 93 00 RED MANGROVE PLANTI NG

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

35 31 19 STONE PROTECTI ON

35 41 01 BONEFI SH COVE FI LL

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 1 W912EP23B0014 Amendment 0003

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

FOR

LAKE WORTH LAGOON ECOSYSTEM RESTORATION PROJECT,

CONTINUING AUTHORITIES PROGRAM (SECTION 1135),

Section 00 33 50

Peanut Island

DESIGNATION – F 548

PID: AJ8885

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: F 548 2001 CERP

MARK LOGO: USACE

PROJECTION:RECESSED 0.3 FT

MAGNETIC: A MAGNET WAS PLACED 0.7 FT SOUTH AND 0.3 FT BELOW THE MARK.

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS – APRIL 19, 2002

STATION DESCRIPTION BY MORGAN AND EKLUND INC 2001 (MAB)

THE STATION IS LOCATED ABOUT 38.1 MILES EAST NORTHEAST OF BELLE GLADE,

ABOUT 12.0 MILES SOUTH SOUTHEAST OF JUPITER, ABOUT 81.1 MILES

SOUTHEAST OF INDIANTOWN.

OWNERSHIP PALM BEACH COUNTY (STATE ROAD 710 RIGHT OF WAY).

TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND COUNTY

ROAD 809A (NORTHLAKE BLVD.) GO WEST ON COUNTY ROAD 809A FOR 3.4 MILES

TO THE INTERSECTION OF COUNTY ROAD 809A AND STATE ROAD 710, TURN LEFT

AND GO SOUTHEAST ON STATE ROAD 710 FOR 6.25 MILES TO THE MARK ON THE

RIGHT. THE MARK IS 60.0 FEET WEST OF THE CENTERLINE OF AVENUE J, 71.6

FEET NORTH OF THE NORTH SIDE OF A HOUSE, 15.8 FEET SOUTH OF THE SOUTH

EDGE OF PAVEMENT OF STATE ROAD 710, 3.6 FEET NORTH OF THE NORTH EDGE

OF A CONCRETE SIDEWALK AND 1.8 FEET NORTH OF A CARSONITE WITNESS POST.

NOTE - A MAGNET WAS PLACED 0.7 FT SOUTH, AND 0.3 FT BELOW THE MARK.

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)

RECOVERED IN GOOD CONDITION.

NO PUBLISHED PHOTOS AVAILABLE.

DESIGNATION – Q 402

PID: AD8030

MARKER: FLANGE ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: Q 402 1991

MARK LOGO: NGS

PROJECTION:FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - May 12, 2005

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1991

IN PALM BEACH, AT THE INTERSECTION OF THE FLORIDA EAST COAST RAILROAD

AND 36TH STREET, 128.6 FT NORTH OF AND LEVEL WITH THE STREET, 44.0 FT

EAST OF THE NEAR RAIL, 1.0 FT SOUTH OF A RIGHT-OF-WAY POST, AND 0.7 FT

WEST OF A WITNESS POST.

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

RECOVERY NOTE BY WANTMAN GROUP INC 2005 (JKA)

POINT IS LOCATED UNDER A PALM TREE.

DESIGNATION – R 402

PID: AD8029

MARKER: FLANGE ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: R 402 1991

MARK LOGO: NGS

PROJECTION:FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS – SEPTEMBER 15, 2017

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1991

IN WEST PALM BEACH, AT THE INTERSECTION OF THE FLORIDA EAST COAST

RAILROAD AND 45TH STREET, 30.5 FT NORTH OF THE NORTH CURB OF THE

STREET, 29.2 FT EAST OF THE NEAR RAIL, 25.3 FT NORTHEAST OF A RAILROAD

SIGNAL, 1.3 FT BELOW THE LEVEL OF THE TRACK, 1.3 FT EAST OF A RIGHT-

OF-WAY POST, AND 1.0 FT WEST OF A WITNESS POST.

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

RECOVERY NOTE BY WANTMAN GROUP INC 2017 (JKA)

Bonefish Cove

DESIGNATION – BRAY-A

PID: N/A

AND

DESIGNATION – A14-A

PID: N/A

NO DESCRIPTIVE TEXT PROVIDED BY SPONSOR. REFER TO COORDINATES IN

PLANS FOR LOCATION.

DESIGNATION – BRAY-A AND A14-A (CONTINUED)

DESIGNATION – BRAY-A AND A14-A (CONTINUED)

DESIGNATION - G 315

PID: AD2716

MARKER: BENCHMARK DISK SET IN A LIGHT STRUCTURE (SEAWALL)

STAMPING: G 315 1970

MARK LOGO: CGS

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - January 11, 2008

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

1 MI S FROM LANTANA.

ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION OF

OCEAN AVENUE AT LANTANA, SET ON THE TOP OF A CONCRETE SEAWALL, 44.4

FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14.6 FEET EAST OF THE

JUNCTION OF A NORTH-SOUTH SEAWALL, 1.3 FEET WEST OF THE EAST END OF

THE EAST-WEST SEAWALL AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.

STATION RECOVERY (2008)

RECOVERY NOTE BY GEOCACHING 2008 (RLM)

Palm Beach Harbor – Navigation Project

Designation: WOLFE

PID: BBBZ46

Stamping: WOLFE 2010 JAX.DIST.

Setting: Massive retaining walls

Description: To reach from the intersection of Blue Heron Blvd and I-95, West Palm Bch, go east on Blue Heron Blvd 4 miles to SR 708 (exit 76). Turn right on Beach Ct and go south

0.2 miles to Beach Road. Turn left on Beach Rd and proceed east 0.1 miles to Ocean Ave. Turn right on Ocean Ave and go south 0.4 miles to security gate across road leading to north jetty. Key to gate can be obtained at Police Station at 252 Edwards Ln off Ocean Ave. Mark is 311 ft south of gate and set in top of concrete seawall.

Designation: A310 RESET

PID: BBGN25

Stamping: A310 RESET 2019 Stability: Monument will probably hold position well

Setting: Object surrounded by mass of concrete Description: From the intersection of US-1 and N Quadrille Blvd. proceed East over the Flagler

Memorial Bridge to the intersection of Royal Poinciana Way and N County Rd (A1A).

Then proceed North approximately 3.8 miles to a roundabout on the Southside of Lake Worth Inlet. Marker is set in a concrete seawall, 95' North of center of roundabout,70' South of North end of a county dock, 25' West of a fence line.

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

Lake Worth Lagoon Ecosystem Restoration Project, Continuing Authorities Program, (Section 1135)

Lake Worth Lagoon Ecosystem Restoration Project, CAP (Section 1135)

SECTION 00 33 50 Page 1

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

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and Tables 1 – 2. These data are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 – 2001 and are based on a controlling tide station near Virginia Key, Biscayne Bay, Florida (NOAA Tide Station 8723214). Additional tidal data on stations in the vicinity of the subject project area can be found at the following website:

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

The elevations in Table 1 are taken from NOAA’s Tide Station 8722588 (Port of West Palm Beach, FL).

These datums are based on a 2-year analysis from October 2008 – September 2010 from a gauge near Peanut Island which is within Lake Worth Lagoon. Table 2 provides datums taken from NOAA’s Tide Station 8722669 (Lake Worth ICW, FL). These elevations are based on a 2-year analysis from October 2008 – September 2010.

NOAA Tide Stations in the Vicinity of Palm Beach County, Florida

Project Area (Bonefish Cove)

Lake Worth ICW Gauge

Project Area (Peanut Island)

Port of West Palm Beach Gauge https://tidesandcurrents.noaa.gov/map/index.html?region=Florida

SECTION 00 33 50 Page 2

Table 1. Datums from NOAA Station 8722588 (Port of West Palm Beach, FL)

Location: 26° 46.2' N, 80° 3.1 W Analysis Period: October 2008 – September 2010

Datum Elevation (ft-MLLW)

Highest Observed (09/25/2008) 4.88

Mean Higher-High Water (MHHW) 3.04 Mean High Water (MHW) 2.86 North American Vertical Datum of 1988 (NAVD88) 2.49 Mean Sea Level (MSL) 1.52 Mean Tide Level (MTL) 1.51 Mean Low Water (MLW) 0.15 Mean Lower-Low Water (MLLW) 0.00 Lowest Observed (12/13/2008) -1.60

Table 2. Datums from NOAA Station 8722669 (Lake Worth ICW, FL)

Location: 26° 36.8' N, 80° 2.8' W Analysis Period: October 2008 - September 2010

Datum Elevation (ft-MLLW) Highest Observed (09/25/2008) 4.83 Mean Higher High Water (MHHW) 2.98 Mean High Water (MHW) 2.82 Mean Low Water (MLW) 0.13 North American Vertical Datum of 1988 (NAVD88) N/A Mean Tide Level (MTL) 1.48 Mean Sea Level (MSL) 1.45 Mean Lower Low Water (MLLW) 0.00 Lowest Observed (12/13/2008) -1.10

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

https://tidesandcurrents.noaa.gov/tide_predictions.html.

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

https://tidesandcurrents.noaa.gov/tide_predictions.html

SECTION 00 33 50 Page 3

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

ii. U.S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database is a wave hindcast database for various stations located along the U.S. Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station 63459 is in roughly 342 meters of water relative to the Mean Sea Level (MSL) datum (i.e., 1122 ft-MSL) at 26° 45.0' N, 79° 49.98' W. This station lies approximately 13.4 miles east of the Palm Beach Inlet. Available data includes a hindcast time series of wave height, wave spread, wave period, wave and wind direction, and wind speed at 1-hour intervals for the 41-year period of 1980 – 2021. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: https://wisportal.erdc.dren.mil/.

iii. National Data Buoy Center (NDBC) Website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website include wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gauge readings are updated hourly, and archived data is available for most stations. Data relevant to Florida projects are found at the following website:https://www.ndbc.noaa.gov/.

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

iv. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (https://www.ncdc.noaa.gov/cdo-web/) published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological data relevant to this region.

Available data include quality-controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 15- to 30-year climate normals.

NOAA’s Climate Data Online website includes Monthly Normals (average values) for temperature, precipitation, and other climatological information over three periods: 1981-2010, 1991-2020, and 2006- 2020. NOAA’s West Palm Beach International Airport, FL station (ID USW00012844) is closest to the project area and lies roughly 4.0 miles west of the project site at 26° 41.0' N, 80° 6.0' W. The most applicable period for data at this site is likely 1991-2020 and is found at the following website:

https://www.ncei.noaa.gov/maps/normals/.

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html https://wisportal.erdc.dren.mil/ https://www.ndbc.noaa.gov/ https://www.ncdc.noaa.gov/cdo-web/ https://www.ncei.noaa.gov/maps/normals/

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

1. 2. 1 Pr oj ect Descr i pt i on

1. 2. 1. 1 Or der of Wor k

1. 2. 2 Locat i on

1. 2. 3 Access

1. 2. 4 Saf et y Requi r ement s

1. 2. 5 Wor k Per f or med by Ot her s

1. 2. 6 Wor k Rest r i ct i ons

1. 2. 6. 1 Land- Based St agi ng Ar ea

1. 2. 6. 2 Por t of Pal m Beach DMMA on Peanut I s l and

1. 2. 6. 3 Fl or i da I nl and Navi gat i on Di st r i ct DMMA on Peanut I s l and

1. 2. 6. 4 Bonef i sh Cove

1. 3 COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 5 PHYSI CAL DATA

1. 5. 1 Physi cal Condi t i ons

1. 5. 2 Weat her , Wat er St age and Ti de Dat a

1. 5. 3 Cont r act or I nvest i gat i on

1. 5. 4 Mar i t i me Tr af f i c

1. 5. 5 Obst r uct i on of Channel

1. 6 LAYOUT OF WORK

1. 6. 1 Est abl i shed Pr oj ect Cont r ol

1. 6. 2 Layout

1. 6. 3 Sur vey

1. 7 DAMAGE TO WORK

1. 8 TI ME EXTENSI ONS FOR UNUSUALLY SEVERE WEATHER ( 31 OCT 1989)

1. 8. 1 Schedul e of Mont hl y Ant i c i pat ed Adver se Weat her Del ays

1. 8. 2 Cont r act or Responsi bi l i t y

1. 9 UNI TS OF MEASURE

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON ( NOT USED)

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by t he basi c desi gnat i on onl y.

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

GDR Sect i on 00 31 32, Geot echni cal Dat a Repor t f or Lake Wor t h Lagoon Ecosyst em Rest or at i on Pr oj ect , Cont i nui ng Aut hor i t i es Pr ogr am ( Sect i on 1135) , Pal m Beach Count y, Fl or i da

EM 385- 1- 1 ( 2014) Saf et y and Heal t h Requi r ement s Manual

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

1. 2. 1 Pr oj ect Descr i pt i on

The wor k i s t o cr eat e an ecol ogi cal i s l and i n t he Bonef i sh Cove ar ea of Lake Wor t h Lagoon, Pal m Beach Count y, Fl or i da. Fi l l t o cr eat e t he i s l and i s f r om Peanut I s l and l ocat ed j ust west of Lake Wor t h I nl et . The haul i ng di st ance i s appr oxi mat el y 10 naut i cal mi l es and must cr oss under f our br i dges, t wo of whi ch ar e dr aw br i dges. Wor k i ncl udes cl ear i ng and gr ubbi ng, excavat i on and t r anspor t at i on of f i l l mat er i al , const r uct i ng st one wave br eaks, oyst er r eef s and bi r d mounds, as wel l as pl ant i ng mangr oves. I nci dent al r el at ed wor k al so i ncl udes t ur bi di t y and vi br at i on cont r ol moni t or i ng.

1. 2. 1. 1 Or der of Wor k

On Peanut I s l and excavat e t he Fl or i da I nl and Navi gat i on Di st r i ct Dr edged Mat er i al Management Ar ea ( DMMA) bef or e t he Por t of Pal m Beach DMMA.

1. 2. 2 Locat i on

The pr oj ect i s l ocat ed on t he east coast of Fl or i da i n Pal m Beach Count y.

Peanut I s l and l i es wi t hi n t he nor t h- cent r al Lake Wor t h Lagoon. Fi l l l ocat i on of Bonef i sh Cove i s l ocat ed 10 naut i cal mi l es sout h of Peanut I s l and i n sout h Lake Wor t h Lagoon.

1. 2. 3 Access

Access t o Peanut I s l and i s l ocat ed on t he sout hwest s i de.

SECTI ON 01 11 00 Page 2

1. 2. 4 Saf et y Requi r ement s

See Sect i on 01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS and EM 385- 1- 1.

1. 2. 5 Wor k Per f or med by Ot her s

See par agr aph PROJECT COORDI NATI ON of Sect i on 01 30 00 ADMI NI STRATI VE

PROCEDURES.

1. 2. 6 Wor k Rest r i ct i ons

1. 2. 6. 1 Land- Based St agi ng Ar ea

Wor k i s l i mi t ed t o 0800- 1800 Monday t hr ough Fr i day. No wor k Sat ur day, Sunday, or hol i days as shown i n t he t abl e bel ow.

1. 2. 6. 2 Por t of Pal m Beach DMMA on Peanut I s l and

Wor k i s l i mi t ed t o 0700- 1800 Monday t hr ough Sat ur day. No wor k Sunday or hol i days as shown i n t he t abl e bel ow.

1. 2. 6. 3 Fl or i da I nl and Navi gat i on Di st r i ct DMMA on Peanut I s l and

None.

1. 2. 6. 4 Bonef i sh Cove

Wor k i s l i mi t ed t o 0700- 1800 Monday t hr ough Sat ur day. No wor k Sunday or hol i days as shown i n t he t abl e bel ow.

No const r uct i on i s t o occur on days mar ked wi t h " X" and f or f ut ur e year s dur i ng t hi s cont r act .

Peanut I s l and DMMAs

Legal Hol i days ( no const r uct i on

Dat e Obser ved

Land- based St agi ng

Ar ea

PPB

Pr oper t y

FI ND

Pr oper t y

Bonef i sh Cove

New Year ' s Day Monday, Januar y 2, X X X

Mar t i n Lut her Ki ng, Jr . Day Monday, Januar y 16, X X X

Pr esi dent s ' Day Monday, Febr uar y 20, X X

Good Fr i day Fr i day, Apr i l 7, 2023 X

Memor i al Day Monday, May 29, 2023 X X X

Junet eent h Monday, June 19, 2023 X X

I ndependence Day Tuesday, Jul y 4, 2023 X X X

Labor Day Monday, Sept ember 4, X X X

SECTI ON 01 11 00 Page 3

Peanut I s l and DMMAs

Vet er an' s Day Fr i day, November 10, X X X

Day bef or e Thanksgi vi ng Wednesday, November 22, 2023

X

Thanksgi vi ng Day Thur sday, November 23, 2023

X X X

Day af t er Thanksgi vi ng Fr i day, November 24, X X X

Chr i st mas Day Monday, December 25, X X X

Day af t er Chr i st mas Tuesday, December 26, 2023

X

New Year ' s Eve Fr i day, December 29, X

1. 3 COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK

Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK ( FAR 52. 211- 10) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

Ref er t o t he Cl ause LI QUI DATED DAMAGES - CONSTRUCTI ON ( FAR 52. 211- 12) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 5 PHYSI CAL DATA

Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause PHYSI CAL DATA ( FAR

52. 236- 4) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 5. 1 Physi cal Condi t i ons

The i ndi cat i ons of physi cal condi t i ons on t he dr awi ngs and i n t he speci f i cat i ons ar e t he r esul t of s i t e i nvest i gat i ons by sur veys and/ or by cor e bor i ngs. When t he i ndi cat ed physi cal condi t i ons ar e t he r esul t of s i t e i nvest i gat i ons by cor e bor i ngs, t he cor e bor i ng l ogs and l abor at or y dat a ar e i n Sect i on 00 31 32 GEOTECHNI CAL DATA REPORT ( GDR) and t he cor e bor i ng l ocat i ons ar e shown on t he dr awi ngs. Al so, see t he GDR f or i nst r uct i ons concer ni ng avai l abi l i t y of cor e bor i ngs f or i nspect i on.

1. 5. 2 Weat her , Wat er St age and Ti de Dat a

See Sect i on 00 33 50 WEATHER, WATER STAGE, AND TI DE DATA.

1. 5. 3 Cont r act or I nvest i gat i on

Ref er t o t he Cl ause SI TE I NVESTI GATI ON AND CONDI TI ONS AFFECTI NG THE WORK ( FAR 52. 236- 3) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 5. 4 Mar i t i me Tr af f i c

Mar i ne Tr af f i c i n t he pr oj ect ar ea consi st s of commer ci al , pl easur e, and smal l r ecr eat i onal vessel s of al l t ypes and si zes whi ch can be accommodat ed by exi st i ng dept hs.

SECTI ON 01 11 00 Page 4

1. 5. 5 Obst r uct i on of Channel

The Gover nment wi l l not under t ake t o keep t he channel f r ee f r om vessel s or ot her obst r uct i ons, except t o t he ext ent of such r egul at i ons, i f any, as may be pr escr i bed by t he Secr et ar y of t he Ar my, i n accor dance wi t h t he pr ovi s i ons of Sect i on 7 of t he Ri ver and Har bor Act appr oved 8 August 1917. Conduct t he wor k i n such manner as t o obst r uct navi gat i on as l i t t l e as possi bl e, and i n case t he Cont r act or ' s pl ant so obst r uct s t he channel as t o make di f f i cul t or endanger t he passage of any vessel s, pr ompt l y move sai d pl ant on t he appr oach of any vessel t o such an ext ent as may be necessar y t o af f or d a pr act i cabl e passage. Upon compl et i on of t he wor k, pr ompt l y r emove t he pl ant , i ncl udi ng r anges, buoys, pi l es, and ot her mar ks pl aced under t he Cont r act i n navi gabl e wat er s or on shor e.

1. 6 LAYOUT OF WORK

Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause LAYOUT OF WORK ( FAR

52. 236- 17) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 6. 1 Est abl i shed Pr oj ect Cont r ol

The Gover nment has est abl i shed monument s al ong t he wor k s i t e( s) . Each monument i s r epr esent ed i n t he cont r act dr awi ngs by a Desi gnat i on and i n most cases, an al phanumer i c Per manent I dent i f i er . I nf or mat i on concer ni ng t he l ocat i on and el evat i ons can be f ound wi t hi n t he Sur vey Not es on t he pl an sheet s. The Sur vey Not es f or each i ncl uded f i el d sur vey wi l l c i t e a par t i cul ar sur vey number , and speci f y t he cont r ol used t o conduct t hat sur vey. Addi t i onal i nf or mat i on i s i ncl uded i n t he Sur vey Not es t hat must be dupl i cat ed i f an at t empt t o r ecr eat e t he subj ect sur vey i s desi r ed.

For navi gat i on channel s, t he Gover nment has est abl i shed t i dal cal i br at i on s i t es f or pr oj ect s const r uct ed and mai nt ai ned t o a t i dal dat um. Each t i dal cal i br at i on s i t e i s r epr esent ed i n t he pl an sheet dr awi ngs by St at i on I D, and i s c i t ed i n t he Sur vey Not es. Cal i br at e al l pr oj ect s const r uct ed and mai nt ai ned t o a t i dal dat um t o t he St at i on I D speci f i ed i n t he pl an sheet dr awi ngs. I nf or mat i on r egar di ng t he l ocat i on and associ at ed benchmar ks of t he r ef er enced St at i on I D i s i ncl uded i n t he Monument Descr i pt i on sect i on of t hese speci f i cat i ons.

See Sect i on 00 31 21 CONTROL MONUMENT DESCRI PTI ONS.

1. 6. 2 Layout

Fr om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he Gover nment , compl et e t he l ayout of t he wor k and obt ai n al l measur ement s t hat may be r equi r ed f or t he execut i on of t he wor k t o t he l ocat i on and l i mi t mar ks pr escr i bed i n t he speci f i cat i ons or on t he cont r act dr awi ngs, subj ect t o such modi f i cat i ons as t he Cont r act i ng Of f i cer may r equi r e t o meet changed condi t i ons or as a r esul t of necessar y modi f i cat i ons t o t he cont r act wor k.

1. 6. 3 Sur vey

Pr ovi de equi pment , t ool s, mat er i al , l abor f or l ayi ng out any par t of t he wor k f r om t he monument s, cont r ol dat a, and el evat i ons est abl i shed by t he Gover nment . Mai nt ai n and pr eser ve al l monument s, st akes and ot her mar ks est abl i shed by t he Cont r act i ng Of f i cer unt i l aut hor i zed t o r emove t hem, and i f such mar ks or monument s ar e dest r oyed by t he Cont r act or or t hr ough negl i gence, pr i or t o t hei r aut hor i zed r emoval , t hey may be r epl aced by t he

SECTI ON 01 11 00 Page 5

Cont r act i ng Of f i cer , at t hei r di scr et i on, and t he expense of r epl acement wi l l be deduct ed f r om any amount s due or t o become due t he Cont r act or . The Cont r act i ng Of f i cer may r equi r e t hat wor k be suspended at any t i me when l ocat i on and l i mi t mar ks est abl i shed by t he Cont r act or ar e not r easonabl y adequat e t o per mi t checki ng of t he wor k.

1. 7 DAMAGE TO WORK

The r esponsi bi l i t y f or damage t o any par t of t he per manent wor k wi l l be as set f or t h i n Cl ause PERMI TS AND RESPONSI BI LI TI ES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. However , i f , i n t he j udgment of t he Cont r act i ng Of f i cer , any par t of t he per manent wor k per f or med by t he Cont r act or i s damaged by f l ood, ear t hquake, hur r i cane, or t or nado, whi ch damage i s not due t o t he f ai l ur e of t he Cont r act or t o t ake r easonabl e pr ecaut i ons or t o exer ci se sound engi neer i ng and const r uct i on pr act i ces i n t he conduct of t he wor k, make t he r epai r s as or der ed by t he Cont r act i ng Of f i cer and f ul l compensat i on f or such r epai r s wi l l be made at t he appl i cabl e Cont r act uni t or j ob pr i ces as f i xed and est abl i shed i n t he Cont r act . I f , i n t he opi ni on of t he Cont r act i ng Of f i cer , t her e ar e no cont r act uni t or j ob pr i ces appl i cabl e t o any par t of such wor k, an equi t abl e adj ust ment pur suant t o Cl ause CHANGES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1 wi l l be made as f ul l compensat i on f or t he r epai r s of t hat par t of t he per manent wor k f or whi ch t her e ar e no appl i cabl e cont r act uni t or j ob pr i ces. Except as her ei n pr ovi ded, r epai r damage t o al l wor k ( i ncl udi ng t empor ar y const r uct i on) , ut i l i t i es, mat er i al s, equi pment and pl ant t o t he sat i sf act i on of t he Cont r act i ng Of f i cer at t he Cont r act or ' s expense, r egar dl ess of t he cause of such damage.

1. 8 TI ME EXTENSI ONS FOR UNUSUALLY SEVERE WEATHER ( 31 OCT 1989)

Thi s pr ovi s i on speci f i es t he pr ocedur e f or t he det er mi nat i on of t i me ext ensi ons f or unusual l y sever e weat her i n accor dance wi t h t he Cl ause DEFAULT ( FI XED- PRI CE CONSTRUCTI ON) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. I n or der f or t he Cont r act i ng Of f i cer t o awar d a t i me ext ensi on under t hi s c l ause, t he f ol l owi ng condi t i ons must be sat i sf i ed:

a. The weat her exper i enced at t he pr oj ect s i t e dur i ng t he cont r act per i od must be f ound t o be unusual l y sever e; t hat i s , mor e sever e t han t he adver se weat her ant i c i pat ed f or t he pr oj ect l ocat i on dur i ng any gi ven mont h.

b. The unusual l y sever e weat her must act ual l y cause a del ay t o t he compl et i on of t he pr oj ect . The del ay must be beyond t he cont r ol and wi t hout t he f aul t or negl i gence of t he Cont r act or .

1. 8. 1 Schedul e of Mont hl y Ant i c i pat ed Adver se Weat her Del ays

The schedul e of mont hl y ant i c i pat ed adver se weat her del ays i s based upon Nat i onal Oceani c and At mospher i c Admi ni st r at i on or s i mi l ar dat a f or t he pr oj ect l ocat i on and wi l l const i t ut e t he base l i ne f or mont hl y weat her t i me eval uat i ons. The Cont r act or ' s pr ogr ess schedul e must r ef l ect t hese ant i c i pat ed adver se weat her del ays i n al l weat her dependent act i v i t i es.

See Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA t o obt ai n MONTHLY

ANTI CI PATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5- DAY WORK WEEK. A

r easonabl e number of ant i c i pat ed weat her del ay wor k days i s obt ai ned f r om t he aver age number of days per mont h ( r ounded t o t he near est whol e number ) wi t h pr eci pi t at i on gr eat er t han t hat i ndi cat ed i n Sect i on 00 33 50

WEATHER, WATER STAGE AND TI DE DATA.

SECTI ON 01 11 00 Page 6

1. 8. 2 Cont r act or Responsi bi l i t y

Upon acknowl edgment of t he Not i ce t o Pr oceed and cont i nui ng t hr oughout t he Cont r act , r ecor d on t he dai l y Cont r act or Qual i t y Cont r ol Repor t t he occur r ence of adver se weat her and r esul t ant i mpact t o nor mal l y schedul ed wor k. Act ual adver se weat her del ay days must pr event wor k on cr i t i cal act i v i t i es f or 50 per cent or mor e of t he Cont r act or ' s schedul ed wor k day.

I ncl ude t he number of act ual adver se weat her del ay days i mpact ed by act ual adver se weat her ( even i f adver se weat her occur r ed i n pr evi ous mont h) , be cal cul at ed chr onol ogi cal l y f r om t he f i r st t o t he l ast day of each mont h, and be r ecor ded as f ul l days. I f t he number of act ual adver se weat her del ay days exceeds t he number of days ant i c i pat ed i n Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA ( r ounded t o t he near est whol e number ) , t he Cont r act i ng Of f i cer wi l l conver t any qual i f y i ng del ays t o cal endar days, gi v i ng f ul l consi der at i on f or equi val ent f ai r weat her wor k days, and i ssue a modi f i cat i on i n accor dance wi t h t he Cl ause DEFAULT ( FI XED PRI CE CONSTRUCTI ON) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 9 UNI TS OF MEASURE

The Cont r act or may use t he st andar d U. S. syst em or t he met r i c syst ems of measur e i n t he per f or mance of wor k. Cl ear l y denot e whi ch syst em of measur e i s bei ng used, r ef er enced or di scussed on al l sur vey r ecor ds, of f i c i al document at i on, engi neer i ng dat a, and al l cor r espondence, i ncl udi ng any submi t t al s and shop dr awi ngs. Any omi ssi on or i naccur at e use of a uni t of measur e wi l l not r el i eve t he Cont r act or of t hei r r esponsi bi l i t i es under t he Cont r act t er ms. The uni t of measur e used i n t hi s speci f i cat i on i s t he st andar d U. S. syst em. The cont r act dr awi ngs denot e bot h st andar d U. S.

syst em and met r i c syst em wher e appr opr i at e. I f no uni t of measur e i s i ndi cat ed on t he dr awi ng such as on r anges, st at i ons, s l ope el evat i ons, and di st ance number s, t hen t hey ar e t o be consi der ed t he st andar d U. S.

syst em.

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON ( NOT USED)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 7

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Def i ni t i on

1. 2. 2 I nst r uct i ons

1. 3 SUBMI TTALS

1. 4 JOB PAYMENT I TEMS

1. 4. 1 Mobi l i zat i on and Demobi l i zat i on ( Li ne I t em 0001)

1. 4. 2 Tur bi di t y Moni t or i ng ( Li ne I t em 0007)

1. 4. 3 Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0008)

1. 4. 4 Envi r onment al Speci es Moni t or i ng ( Li ne I t em 0014)

1. 5 UNI T PRI CE PAYMENT I TEMS

1. 5. 1 Bonef i sh Cove Fi l l ( Li ne I t em 0002)

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

1. 5. 1. 3 Uni t of Measur e

1. 5. 2 Wavebr eak St one, R- 1500 ( Li ne I t em 0003)

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

1. 5. 2. 3 Uni t of Measur e

1. 5. 3 Oyst er Reef St one, R- 150 ( Li ne I t em 0004)

1. 5. 3. 1 Payment

1. 5. 3. 2 Measur ement

1. 5. 3. 3 Uni t of Measur e

1. 5. 4 Bi r d Mound Cor e St one, R- 20 ( Li ne I t em 0005)

1. 5. 4. 1 Payment

1. 5. 4. 2 Measur ement

1. 5. 4. 3 Uni t of Measur e

1. 5. 5 Bi r d Mound Top Layer St one, #89 ( Li ne I t em 0006)

1. 5. 5. 1 Payment

1. 5. 5. 2 Measur ement

1. 5. 5. 3 Uni t of Measur e

1. 5. 6 Mangr ove Pl ant i ng ( Li ne I t em 0009)

1. 5. 6. 1 Payment

1. 5. 6. 2 Measur ement

1. 5. 6. 3 Uni t of Measur e

1. 5. 7 Par t ner i ng Regr oup ( Li ne I t em 0010)

1. 5. 7. 1 Payment

1. 5. 7. 2 Measur ement

1. 5. 7. 3 Uni t of Measur e

1. 5. 8 Cl ear i ng and Gr ubbi ng ( Li ne I t em 0011)

1. 5. 8. 1 Payment

1. 5. 8. 2 Measur ement

1. 5. 8. 3 Uni t of Measur e

1. 5. 9 Geot ext i l e ( Li ne I t em 0012)

SECTI ON 01 22 00 Page 1

1. 5. 9. 1 Payment

1. 5. 9. 2 Measur ement

1. 5. 9. 3 Uni t of Measur e

1. 5. 10 Di sposal of Unsat i sf act or y Mat er i al ( Li ne I t em 0013)

1. 5. 10. 1 Payment

1. 5. 10. 2 Measur ement

1. 5. 10. 3 Uni t of Measur e

1. 5. 11 Sl ope St abi l i zat i on Veget at i on ( Li ne I t em 0015)

1. 5. 11. 1 Payment

1. 5. 11. 2 Measur ement

1. 5. 11. 3 Uni t of Measur e

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

3. 1. 1 Request i ng Pr ogr ess Payment

3. 1. 2 Opt i ons and Modi f i cat i on CLI NS

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 01 22 00 Page 2

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

Thi s sect i on descr i bes how Li ne I t ems wi l l be measur ed and pai d f or when maki ng pr ogr ess payment s. Wor k t o be measur ed i s descr i bed i n speci f i cat i on sect i ons l i s t ed f or each Li ne I t em. Measur ement pr ocedur es f or payment , r equi r ed quant i t y sur vey or pr ocur ement document at i on and payment r est r i ct i ons ar e descr i bed i n appl i cabl e speci f i cat i on sect i ons.

Al l ocat e cost s f or wor k not speci f i cal l y ment i oned t o t he Li ne I t em most c l osel y associ at ed wi t h wor k i nvol ved. Unl ess t her e i s a speci f i c Li ne I t em f or admi ni st r at i ve cost s, such as Qual i t y Cont r ol and Saf et y, al l ocat e such cost s pr opor t i onal l y acr oss al l Li ne I t ems.

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Def i ni t i on

The t er ms Cont r act Li ne I t em Number ( CLI N) and Li ne I t em ar e i nt er changeabl e her ei n ( e. g. , : CLI N 0001 i s Li ne I t em 0001) . The t er m CLI N i s a cont r act i ng t er m used i n t he Resi dent Management Syst em ( RMS) payment dat a base.

1. 2. 2 I nst r uct i ons

See Sect i on 01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM) f or mor e i nf or mat i on on CLI Ns, schedul e of val ues of pay act i v i t i es and const r uct i on schedul e, and payment pr ocedur es. The Cont r act or mode user manual wi t h i n- dept h i nst r uct i ons can be downl oaded f r om t he RMS web si t e i ndi cat ed i n Sect i on 01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE

( RMS CM) .

1. 3 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Tr ansmi t submi t t al i t ems i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES. Submi t t he f ol l owi ng pr econst r uct i on submi t t al i t ems no l at er t han 30 cal endar days af t er Not i ce t o Pr oceed:

SD- 01 Pr econst r uct i on Submi t t al s

Schedul e of Val ues; G, RO

SD- 07 Cer t i f i cat es

Request f or Pr ogr ess Payment ; G, RO

SECTI ON 01 22 00 Page 3

Wei ght Scal es; G, RO

Wei ght Ti cket s; G, RO

1. 4 JOB PAYMENT I TEMS

Payment i t ems f or t he wor k of t hi s cont r act f or whi ch cont r act l ump sum payment s wi l l be made ar e l i s t ed i n t he LI NE I TEMS AND PRI CI NG SCHEDULE wi t h t he uni t JOB and descr i bed bel ow. Al l cost s f or i t ems of wor k, whi ch ar e not speci f i cal l y ment i oned t o be i ncl uded i n a par t i cul ar j ob or uni t pr i ce payment i t em, wi l l be i ncl uded i n t he l i s t ed j ob i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The j ob pr i ce and payment made f or each i t em l i st ed wi l l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or whi ch separ at e payment i s not ot her wi se pr ovi ded.

Pr ogr ess payment s f or j ob CLI Ns wi l l be made i n accor dance wi t h t he Payment s Under Fi xed- Pr i ce Const r uct i on Cont r act s c l ause of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. Submi t Schedul e of Val ues f or Gover nment appr oval wi t h t he basel i ne schedul e submi t t al ( see Sect i on 01 32 01 PROJECT SCHEDULE) . I ncl ude a l i s t of pay act i v i t i es t o br eakdown bi d f or each j ob CLI N as par t of t he RMS Schedul e. Schedul e of Val ues wi l l become basi s f or CLI N and Pay Act i v i t y dat a i n t he RMS payment dat a base. An unbal anced Schedul e of Val ues and Pay Act i v i t y Schedul e wi l l be r et ur ned f or r evi s i on. I f t hi s cont r act cont ai ns ei t her t he Cont i nui ng Cont r act s c l ause or t he Cont i nui ng Cont r act s ( Al t er nat e) c l ause, t ake i nt o account t he amount r eser ved f or cont r act payment s when pr epar i ng t he const r uct i on schedul e.

1. 4. 1 Mobi l i zat i on and Demobi l i zat i on ( Li ne I t em 0001)

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o mobi l i zat i on and demobi l i zat i on and est abl i shment of i ni t i al pr oj ect management and coor di nat i on. See Cl ause PAYMENT FOR MOBI LI ZATI ON AND DEMOBI LI ZATI ON of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 4. 2 Tur bi di t y Moni t or i ng ( Li ne I t em 0007)

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o obt ai ni ng, anal yzi ng, and r epor t i ng t he r esul t s of moni t or i ng f or t ur bi di t y. See Sect i on 01 57 25 TURBI DI TY AND DI SPOSAL MONI TORI NG.

1. 4. 3 Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0008)

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o t he pr ot ect i on of exi st i ng st r uct ur es f r om const r uct i on act i v i t i es and moni t or i ng. Vi br at i on Cont r ol and Moni t or i ng i s not r equi r ed at t he pl acement s i t e. See Sect i on 02 22 13 VI BRATI ON MONI TORI NG REQUI REMENTS FOR

EXI STI NG STRUCTURES.

1. 4. 4 Envi r onment al Speci es Moni t or i ng ( Li ne I t em 0014)

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o envi r onment al speci es moni t or i ng. See Sect i on 01 57 20 ENVI RONMENTAL

PROTECTI ON.

SECTI ON 01 22 00 Page 4

1. 5 UNI T PRI CE PAYMENT I TEMS

Payment i t ems f or t he wor k of t hi s cont r act on whi ch t he cont r act uni t pr i ce payment s wi l l be made ar e l i s t ed i n t he LI NE I TEMS AND PRI CI NG SCHEDULE and descr i bed bel ow. The uni t pr i ce and payment made f or each i t em l i st ed wi l l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or each of t he uni t pr i ce i t ems.

Each Uni t Pr i ce CLI N may be a s i ngl e pay act i v i t y i t em or may be br oken down i nt o pay act i v i t i es wi t h smal l er quant i t i es equal t o CLI N t ot al .

Cont r act uni t pr i ce mul t i pl i ed by agr eed quant i t y i s f ul l compensat i on.

1. 5. 1 Bonef i sh Cove Fi l l ( Li ne I t em 0002)

1. 5. 1. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o bor r ow, pr ocessi ng ( r emoval of unsui t abl e f i l l ) , t r anspor t at i on, and pl acement of sat i sf act or y mat er i al s; pr ovi di ng and mai nt ai ni ng access t o t he wor k s i t e( s) and bor r ow ar ea( s) ; t ur bi di t y cont r ol ; noi se cont r ol ; and al l ot her anci l l ar y ser vi ces associ at ed wi t h f i l l pl acement not speci f i cal l y cover ed by ot her Li ne I t ems.

The Gover nment wi l l pay t he Cont r act or pr ogr ess payment s f or t hat vol ume of f i l l mat er i al del i ver ed and pl aced wi t hi n t he f i l l s i t e f oot pr i nt and bel ow t he hi gh t ol er anceact i ve accept ance sect i ons at 50 per cent of t he CLI N uni t - pr i ce. The r emai ni ng 50 per cent Fi nal payment wi l l be made upon f i nal i n- pl ace accept ance by t he Cont r act i ng Of f i cer as ver i f i ed by Gover nment Sur vey. Payment wi l l not be made f or mat er i al pl aced i n non- act i ve accept ance sect i ons or out si de t he desi gn f oot pr i nt or speci f i ed t ol er ances.

Unsui t abl e mat er i al excavat ed f r om t he bor r ow ar ea and r emoved f r om t he pr oj ect s i t e wi l l not be pai d f or under t hi s l i ne i t em.

Mat er i al excavat ed f r om t he bor r ow ar ea and pl aced as par t of oyst er r eef st r uct ur es, as descr i bed i n 31 00 01 EARTHWORK DREDGE MATERI AL MANAGEMENT AREAS, wi l l be pai d f or under t hi s l i ne i t em.

Cost s associ at ed wi t h and i nci dent al t o t he depl oyment , mai nt enance, and adj ust ment s of t ur bi di t y cont r ol measur es t o meet t ur bi di t y compl i ance val ues descr i bed i n 01 57 25 TURBI DI TY AND DI SPOSAL MONI TORI NG ar e i ncl uded i n t hi s l i ne i t em.

1. 5. 1. 2 Measur ement

The t ot al amount of mat er i al pl aced, and t o be pai d f or under t hi s cont r act , wi l l be measur ed by t he vol ume excavat ed f r om t he bor r ow ar ea wi t h quant i t i es det er mi ned by di gi t al t er r ai n model ( DTM) sur f ace t o sur f ace comput at i ons. The Gover nment wi l l per f or m i ni t i al , pr ogr ess, and f i nal sur veysSur veys wi l l be per f or med i n accor dance wi t h t he c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. The pr ogr ess sur veys wi l l be per f or med based on amount of mat er i al t r anspor t ed f r om t he bor r ow ar ea t o t he f i l l s i t e, as document ed by t he Cont r act or ' s Fi l l Mat er i al Tr anspor t at i on Log. When t r anspor t ed f i l l mat er i al t ot al s meet 30, 000 cubi c yar ds, pr ogr ess sur veys wi l l be per f or med by t he

SECTI ON 01 22 00 Page 5

Gover nment . The Gover nment wi l l per f or m i ni t i al and f i nal sur veys at t he bor r ow ar ea as wel l as i ni t i al and f i nal accept ance sur veys at t he f i l l s i t e. The Cont r act or wi l l per f or m pr ogr ess payment sur veys. The pr ogr ess sur veys wi l l be i ni t i at ed based on quant i t y of mat er i al t r anspor t ed f r om t he bor r ow ar ea t o t he f i l l s i t e as document ed by t he Cont r act or ' s Fi l l Mat er i al Tr anspor t at i on Log. The i ni t i al and f i nal DTM sur f aces used f or cal cul at i on of quant i t i es wi l l be det er mi ned f r om t he or i gi nal ( i ni t i al sur f ace) sur vey per f or med by t he Gover nment af t er c l ear i ng and gr ubbi ng by t he Cont r act or , and t he pr ogr ess sur vey gr ade af t er excavat i on. Sur veys per f or med by t he Gover nment at t he f i l l s i t e wi l l be used t o appr oxi mat el y ver i f y pl aced vol umever i f y mat er i al i s pl aced t o t he l i nes and gr ades of t he desi gn and t o quant i f y deduct ed vol ume f or mat er i al pl aced beyond t he f oot pr i nt or above t he hi gh t ol er ancei n non- act i ve accept ance sect i ons or out si de t he desi gn f oot pr i nt or speci f i ed t ol er ances.

1. 5. 1. 3 Uni t of Measur e

Cubi c Yar d

1. 5. 2 Wavebr eak St one, R- 1500 ( Li ne I t em 0003)

1. 5. 2. 1 Payment

Payment wi l l be based upon t he per uni t pr i ce subj ect t o accept ance by t he Cont r act i ng Of f i cer on t he basi s of bot h sui t abl e document at i on pr ovi ded and obser vat i on of t he wor ks i nst al l ed and i n- pl ace. The per uni t pr i ce i ncl udes payment f or al l pr er equi s i t e and i nci dent al cost s associ at ed wi t h i n- pl ace st one, i ncl udi ng pur chase, wei ghi ng, f ur ni shi ng, st or i ng, l oadi ng, unl oadi ng, t r anspor t i ng, st ockpi l i ng, pl aci ng, shapi ng, and condi t i onpr ogr ess sur veys.

The Gover nment wi l l pay t he Cont r act or pr ogr ess payment s f or t hat t onnage of st one del i ver ed t o t he st or age/ st agi ng ar ea at 50 per cent of t he CLI N uni t - pr i ce. The r emai ni ng 50 per cent payment wi l l be made upon f i nal i n- pl ace accept ance by t he Cont r act i ng Of f i cer as ver i f i ed by Gover nment sur vey. Payment wi l l not be made f or excess st one, st one pl aced beyond t he speci f i ed t ol er ance, or unsui t abl e st one as def i ned i n Sect i on 35 31 19 STONE PROTECTI ON. St one pl aced compl et el y above or par t i al l y above t he speci f i ed t ol er ance wi l l be eval uat ed and det er mi ned by t he Cont r act i ng Of f i cer t o ei t her be r ewor ked t o be bel ow t he t ol er ance l i mi t s at no addi t i onal cost t o t he Gover nment or deduct ed f r om payment . Deduct i on of payment can be f or por t i ons of st ones t hat ar e above t he t ol er ance. The wei ght of st one i nel i gi bl e f or payment wi l l be comput ed as descr i bed i n t he f ol l owi ng Measur ement sect i on.