TampaBigBendCDSpecs_PQCRCert.pdf

W912EP-18-R-00nn

Jacksonville District

Tampa Harbor Big Bend Channel Construction Dredging, 41-Foot Project Entrance Channel, Turning Basin, East Channel, Inner Channel and Local Sponsor Berthing Areas

Hillsborough County, Florida

Construction Solicitation and Specifications Volume 1 of 2

19 DECEMBER 2017

k3endkhw PQCR Certification

Tampa Harbor Big Bend Channel W912EP-18-R-00nn

DESIGN AUTHENTICATION

This project was designed by the Jacksonville District, U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

JEFF E. BERGEN, P.E.

CHIEF, WATERWAYS SECTION, DESIGN BRANCH

ENGINEERING DIVISION

DENNIS J. ZEVENEY, P.E.

CHIEF, GEOTECHNICAL BRANCH

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

TAMPA HARBOR BIG BEND CHANNEL

CONSTRUCTION DREDGING, 41-FOOT PROJECT

HILLSBOROUGH COUNTY, FLORIDA

W912EP-18-R-00NN 00010A-1

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 INITIAL MOBILIZATION AND DEMOBILIZATION JOB $_______________

0002 EXCAVATION, UNCLASSIFIED

ENTRANCE CHANNEL, TURNING BASIN, AND

INNER CHANNEL - FEDERAL

(ESTIMATED QUANTITY) 3,359,000 CUBIC YARD $___________ $_______________

0003 TURBIDITY MONITORING JOB $_______________

0004 ENDANGERED SPECIES OBSERVER

(HOPPER DREDGE ONLY) JOB $_______________

0005 DEDICATED MANATEE OBSERVER

(CLAMSHELL DREDGING ONLY) JOB $_______________

0006 MOBILIZATION AND DEMOBILIZATION FOR

SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 7) JOB $_______________

0007 SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 7) 1 DAY $___________ $_______________

0008 STANDBY TIME (SEE NOTE 6) 24 HOUR $___________ $_______________

0009 BIRD MONITORING JOB $_______________

TOTAL BASE BID (LINE ITEMS 0001 THROUGH 0009) $_______________

OPTION A

0010 ADDITIONAL PIPELINE MOBILIZATION AND RELOCATION JOB $_______________

0011 EXCAVATION, UNCLASSIFIED

TECO BERTHING AREA - NONFEDERAL

(ESTIMATED QUANTITY) 38,000 CUBIC YARD $___________ $_______________

0012 TURBIDITY MONITORING JOB $_______________

0013 ENDANGERED SPECIES OBSERVER

(HOPPER DREDGE ONLY) JOB $_______________

0014 DEDICATED MANATEE OBSERVER

(CLAMSHELL DREDGING ONLY) JOB $_______________

0015 MOBILIZATION AND DEMOBILIZATION FOR

SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 7) JOB $_______________

0016 SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 7) 1 DAY $___________ $_______________

0017 STANDBY TIME (SEE NOTE 6) 24 HOUR $___________ $_______________

TAMPA HARBOR BIG BEND CHANNEL

CONSTRUCTION DREDGING, 41-FOOT PROJECT

HILLSBOROUGH COUNTY, FLORIDA

W912EP-18-R-00NN 00010A-2

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0018 BIRD MONITORING JOB $_______________

TOTAL OPTION A (LINE ITEMS 0010 THROUGH 0018) $_______________

TOTAL BASE PLUS OPTION A (LINE ITEMS 0001 THROUGH 0018) $_______________

OPTION B

0019 ADDITIONAL PIPELINE MOBILIZATION AND RELOCATION JOB $_______________

0020 EXCAVATION, UNCLASSIFIED

EAST CHANNEL - FEDERAL

(ESTIMATED QUANTITY) 221,000 CUBIC YARD $___________ $_______________

0021 EXCAVATION, UNCLASSIFIED

MOSAIC BERTHING AREA - NONFEDERAL

(ESTIMATED QUANTITY) 81,000 CUBIC YARD $___________ $_______________

0022 EXCAVATION, UNCLASSIFIED

TPA BERTHING AREA - NONFEDERAL

(ESTIMATED QUANTITY) 323,000 CUBIC YARD $___________ $_______________

0023 BLASTING CONTROL PROGRAM (SEE NOTE 8) JOB $_______________

0024 DRILLING AND BLASTING OPERATIONS IN JOB $_______________

FEDERAL CHANNEL (SEE NOTE 8)

0025 DRILLING AND BLASTING OPERATIONS IN JOB $_______________

NONFEDERAL BERTHING AREAS (SEE NOTE 8)

0026 TURBIDITY MONITORING JOB $_______________

0027 ENDANGERED SPECIES OBSERVER

(HOPPER DREDGE ONLY) JOB $_______________

0028 DEDICATED MANATEE OBSERVER

(CLAMSHELL DREDGING ONLY) JOB $_______________

0029 MOBILIZATION AND DEMOBILIZATION FOR

SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 7) JOB $_______________

0030 SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 7) 1 DAY $___________ $_______________

0031 STANDBY TIME (SEE NOTE 6) 24 HOUR $___________ $_______________

0032 BIRD MONITORING JOB $_______________

TOTAL OPTION B (LINE ITEMS 0019 THROUGH 0032) $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0032) $_______________

TAMPA HARBOR BIG BEND CHANNEL

CONSTRUCTION DREDGING, 41-FOOT PROJECT

HILLSBOROUGH COUNTY, FLORIDA

W912EP-18-R-00NN 00010A-3

NOTES: (1) THE TOTAL QUANTITY SHOWN FOR EACH EXCAVATION CLIN INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR BETWEEN THE DATES OF SURVEYS SHOWN ON THE DRAWINGS AND ACTUAL DREDGING. THE CONTRACTOR SHALL NOT PERFORM WORK IN EXCESS OF THE TOTAL ESTIMATED QUANITITY GIVEN FOR EACH CLIN WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AT LEAST ONE WEEK PRIOR TO THE ANTICIPATED DATE THAT THE ESTIMATED QUANTITY MAY

BE EXCEEDED.

(2) ALL BIDS MUST BE FOR THE ENTIRE WORK AND MUST HAVE EACH BLANK SPACE COMPLETED.

(3) ALL SPECIFICATION REFERENCES TO "LUMP SUM" SHALL APPLY TO LINE ITEMS INDICATING "JOB" AS THE UNIT.

(4) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS (SF 1442, SECTION 00010A, SECTION 00101 AND BID GUARANTEE) COULD RENDER YOUR BID NON-RESPONSIVE. SEE PARAGRAPH 999.214-4018 OF SECTION 00100. SEE

CLAUSE 52.214-18 PREPARATION OF BIDS--CONSTRUCTION OF SECTION 00100.

(5) AN ENDANGERED SPECIES OBSERVER IS REQUIRED FOR A HOPPER DREDGE ONLY. A DEDICATED MANATEE

OBSERVER IS REQUIRED FOR CLAMSHELL DREDGING ONLY.

(6) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER OR ADMINISTRATIVE CONTRACTING OFFICER. STANDBY TIME SHALL BE UTILIZED ONLY DUE TO THE PRESENCE OF ENDANGERED SPECIES IN THE IMMEDIATE AREA OF THE DREDGING OPERATIONS, DIFFERIING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER.

STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS. THIS LINE ITEM IS NOT SUBJECT TO THE VARIATION IN ESTIMATED QUANTITY CLAUSE, AND PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER. SEE SECTION 01 22 00 MEASUREMENT AND PAYMENT

AND SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(7) SEA TURTLE TRAWL SWEEPING IS REQUIRED FOR HOPPER DREDGE ONLY WHEN DIRECTED BY THE CONTRACTING OFFICER. SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION, SUBPARAGRAPH "SUSPENSION OF DREDGING

(HOPPER DREDGE ONLY).

(8) DRILLING AND BLASTING IS REQUIRED ONLY IF THE CONTRACTOR IS UNABLE TO COMPLETE THE REQUIRED DREDGING WITHIN THE SPECIFIED CONTRACT PERFORMANCE PERIOD. IF PERFORMANCE OF THIS LINE ITEM IS NOT

IMPLEMENTED, NO PAYMENT WILL BE MADE TO THE CONTRACTOR FOR THIS LINE ITEM.

SECTION 00010A, Attachment A

INSTRUCTIONS FOR TECHNICAL INQUIRIES AND QUESTIONS

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at (https://www.projnet.org) No Later Than (NLT) Close of Business, 10 January 2018. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team.

All timely questions and approved answers will be made available through ProjNet. Approved answers to all timely questions will also be posted on the FedBizOps in the form of a report generated from ProjNet as soon as the comment/question entering period is over and all answers are all finalized.

The Solicitation Number is: W912EP-18-R-00nn

The Bidder Inquiry Key is: XXXXXX-XXXXXX

Specific Instructions for ProjNet Bid Inquiry Access from ProjNet home page:

1. Identify the Agency. This should be marked as USACE.

2. Email. Enter the email address you would like to use for communication.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

5. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

6. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access from ProjNet home page:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. Identify the Agency. This should be marked as USACE.

3. Email. Enter the email address you used to register previously in ProjNet.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

W912EP-18-R-00nn

Jacksonville District

Tampa Harbor Big Bend Channel

Entrance Channel, Turning Basin, East Channel, Inner Channel and Local Sponsor Berthing Areas

Hillsborough County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Tampa Har bor Bi g Bend Channel W912EP-18-R-00nn Const r uct i on Dr edgi ng, 41- Foot Pr oj ect

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 25 OWNER SAFETY REQUI REMENTS - DI VI NG

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

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

01 45 05 DREDGI NG/ BEACH FI LL PLACEMENT - CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 57 20 ENVI RONMENTAL PROTECTI ON

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

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

02 10 00 CONFI NED UNDERWATER BLASTI NG

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

35 20 23 DREDGING

35 20 26 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFI LE

35 20 28 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM HOPPER DREDGE

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

PROJECT TABLE OF CONTENTS Page 1 DRAFT - Not f or Const r uct i on PQCR Cer t i f i cat i on

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION: 872 6562 B TIDAL

PID: AG7604

Stamping: 6562 B 1977 Stability: Monuments of questionable or unknown reliability

Setting: Pavement (street sidewalk curb etc.)

Mark Condition: G

Observed: 2014-01-09T15:21:00Z Source: OPUS - page5 1209.04

See Also 2012-02-21

DESCRIPTION: 5.15 MI SOUTH FROM GIBSONTON. BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE

ROAD (ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A Y-FORK

(ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE

DOCK TO ITS WEST END AND THE MARK.

THE MARK IS ON A 12-FOOT BY 11-FOOT CONCRETE SLAB FOR A BOLLARD, 26.7 FEET SOUTH OF THE CENTERLINE OF A BLACK-TOP ROAD, 98 FEET SOUTH-SOUTHEAST OF TIDAL BENCH MARK 6562 A 1977, AND 4.7 FEET NORTH OF THE BOLLARD.

https://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG7604

SECTION 00 31 21 Page 2

Designation: 872 6562 B TIDAL (Continued)

SECTION 00 31 21 Page 3

DESIGNATION - 872 6562 A TIDAL

PID - AG7605

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/HILLSBOROUGH

MARKER: TIDAL STATION DISK

SETTING: SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.

SP_SET: SLAB

STAMPING: 562 1977

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - April 18, 2008

HISTORY - Date Condition Report By

HISTORY - 1977 MONUMENTED NOS

HISTORY - 1982 GOOD FLDNR

HISTORY - 20080418 GOOD FLDEP

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1982

5.15 MI SOUTH FROM GIBSONTON.

BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA

RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE ROAD

(ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A

Y-FORK (ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE

WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE

ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE

DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE DOCK TO

ITS WEST END AND THE MARK.

THE MARK IS AT THE WEST END OF THE DOCK LOADING RAIL, 21 FEET EAST

FROM THE WEST END OF THE DOCK, 14 FEET SOUTH OF THE WESTERNMOST

BOLLARD, 67 FEET NORTH OF THE CENTERLINE OF A BLACK-TOP ROAD, AND

98 FEET NORTH-NORTHWEST OF TIDAL BENCH MARK 6562 B 1977.

STATION RECOVERY (2008)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)

RECOVERED AS DESCRIBED.

SECTION 00 31 21 Page 4

DESIGNATION - 872 6562 A TIDAL (Continued)

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wave, wind, and weather data are provided for inclusion into the subject Plans and Specifications. The following water level datums are provided for information only and are not to be utilized in conjunction with any contract related hydrographic surveying.

2. A technical review has been performed on the following data and this memo, signed by Chief, Water Resources Engineering Branch, signifies EN-W Branch Quality Control Certification.

a) Water Stages. Water levels in the project area are mainly affected by wind and tidal fluctuations of the Gulf of Mexico and Tampa Bay which are mixed (diurnal and semi-diurnal).

The project area is also subject to storm surges from hurricanes and tropical storms from June through November. Surges from extratropical storms may affect the area during any time of the year.

Elevations of tidal datums in the vicinity of the project area are provided in the following table.

All datum elevations in this table are referred to mean lower low water (MLLW). The datums in Table 1 are taken from tide station 8726537 (Apollo Beach, Hillsborough Bay, FL) and are based on the 1983-2001 tidal epoch and a control station in St. Petersburg, Tampa Bay. The Apollo Beach tide station was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS), on 29 May 1990 and removed on 3 September 1991.

The tidal datum analysis period for this station was from 1 July 1990 to 31 December 1990.

Additional information on this and other nearby tide stations is available at this NOAA website:

https://tidesandcurrents.noaa.gov/stations.html?type=Datums

Station ID: 8726537 PUBLICATION DATE: 03/16/2011 Name: Apollo Beach, Hillsborough Bay, Florida Latitude: 27° 47.2' N Longitude: 82° 25.6' W

Mean Higher High Water (MHHW) = 2.46 Feet Mean High Water (MHW) = 2.16 Feet North American Vertical Datum 1988 (NAVD) = 1.67 Feet Mean Sea Level (MSL) = 1.32 Feet Mean Tide Level (MTL) = 1.30 Feet Mean Low Water (MLW) = 0.44 Feet Mean Lower Low Water (MLLW) = 0.00 Feet

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean and spring tide ranges and mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website: https://tidesandcurrents.noaa.gov/tide_predictions.html.

https://tidesandcurrents.noaa.gov/stations.html?type=Datums https://tidesandcurrents.noaa.gov/tide_predictions.html

SECTION 00 33 50 Page 2

b) Wind and Wave Data. The following publications include wind and wave information in the vicinity of the project area, and are available for review in the Jacksonville District Office or may be ordered directly from the agencies indicated.

1. 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. This publication supplements the navigational information shown on the NOAA/NOS nautical charts. It also provides miscellaneous meteorological data. This publication is available through NOAA. This publication is available at the following website:

http://nauticalcharts.noaa.gov/nsd/cpdownload.htm.

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (#73270) lies near the seaward end of the Tampa Harbor entrance channel, at latitude 27.6° and longitude -82.9°. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014, at a station located in 10 meters (33 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website: http://wis.usace.army.mil.

3. National Data Buoy Center (NDBC) Website. This Internet 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 includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is: http://www.ndbc.noaa.gov/maps/Florida.shtml.

c) Weather Conditions. The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year.

The climate of the area is essentially tropical, and temperatures below freezing are rare. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into central Florida. Dangerous thunderstorms can occur in this area at any time of the year.

It shall be the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website http://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 observations and data relevant to this region. Available data includes quality controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 30-year climate normals.

http://nauticalcharts.noaa.gov/nsd/cpdownload.htm http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/

SECTION 00 33 50 Page 3

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The St. Petersburg Albert Whitted Airport, Florida NOAA station in proximity to the project location provides a Summary of Monthly Normals over the period of record from 1981 through 2010. The station is located inland at latitude 27.7647° N, longitude 82.6275° W. Data can be accessed through:

http://www.ncdc.noaa.gov/cdo-web/datatools/normals http://www.ncdc.noaa.gov/cdo-web/datatools/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. 2 Locat i on

1. 2. 3 Saf et y Requi r ement s

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. 5. 6 Hydr ogr aphi c Sur veys

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

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - 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 For Tampa Har bor Bi g Bend Channel , Const r uct i on Dr edgi ng, Ent r ance Channel , Tur ni ng Basi n, East Channel , I nner Channel s, and Local Sponsor Ber t hi ng Ar eas, Hi l l sbor ough Count y, Fl or i da

EM 385- 1- 1 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 pr oj ect wor k consi st s of const r uct i on dr edgi ng of shoal and new wor k mat er i al ( appr oxi mat el y 4 Mi l l i on cubi c yar ds) f r om t he Bi g Bend Channel of Tampa Har bor and wi l l be di v i ded i nt o a Base and 2 Opt i on I t ems. The Feder al pr oj ect consi st s of t he Ent r ance Channel , Tur ni ng Basi n, East Channel , I nner Channel , and associ at ed wi dener s. The const r uct i on dr edgi ng pr oj ect wi l l deepen t he exi st i ng channel segment s f r om appr oxi mat el y 36 f eet t o 41 f eet pl us 2 f eet of Advance Mai nt enance and associ at ed over dept hs. The Ent r ance Channel wi l l be wi dened f r om 200 f eet t o 250 f eet f or a l engt h of appr oxi mat el y 1. 9 mi l es. Addi t i onal l y, t he exi st i ng Tur ni ng Basi n wi l l be expanded t o pr ovi de a mi ni mum di amet er of 1200 f eet and t ur n wi dener s added wher e necessar y. Associ at ed non- Feder al f aci l i t i es i ncl ude deepeni ng t he ber t hi ng ar eas and f ur t her expandi ng t he East Channel . Al l dr edged mat er i al f r om t he pr oj ect wi l l be di sposed of i n Dr edge Mat er i al Pl acement Faci l i t y DMPF 3- D l ocat ed appr oxi mat el y 2. 5 naut i cal mi l es f r om t he ar ea t o be dr edged. I t i s ant i c i pat ed t hat t he mat er i al t o be dr edged f r om t he East Channel and associ at ed ber t hi ng ar eas i ncl udes r ock of suf f i c i ent har dness and massi veness such t hat bl ast i ng or some ot her f or m of pr et r eat ment woul d be needed t o ef f i c i ent l y r emove t he r ock i n conj unct i on wi t h dr edgi ng of t hi s r each. I n addi t i on t o dr edgi ng, t he wor k i nvol ves dr i l l i ng and bl ast i ng ( i ncl udes pr ot ect ed speci es obser ver s, f i sh- ki l l moni t or i ng, pr ot ect ed speci es wat ch pl an act i v i t i es, and vi br at i on moni t or i ng/ cont r ol act i v i t i es) , bi r d moni t or i ng, t ur bi di t y moni t or i ng, endanger ed speci es obser ver ( Hopper Dr edge onl y) , mobi l i zat i on and demobi l i zat i on f or sea t ur t l e t r awl i ng and r el ocat i on ( Hopper Dr edge onl y) , sea t ur t l e t r awl sweepi ng and r el ocat i on ( Hopper Dr edge onl y) , and dedi cat ed manat ee obser ver s ( Cl amshel l Dr edges onl y) . Ref er t o Sect i on

00010A LI NE I TEMS AND PRI CI NG SCHEDULE.

SECTI ON 01 11 00 Page 2

1. 2. 2 Location

The pr oj ect wor k i s l ocat ed on t he sout hwest coast of Fl or i da i n Tampa Har bor , a deep- wat er por t on t he Gul f of Mexi co, i n and ar ound por t f aci l i t i es of t he Tampa Por t Aut hor i t y. The pr oj ect s i t es ar e accessi bl e onl y by wat er .

1. 2. 3 Saf et y Requi r ement s

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

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

a. 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.

b. I n addi t i on t o t he above, t he f ol l owi ng shal l appl y: The phr ase " commence wor k" means " commence dr edgi ng" . The commencement t i me i ndi cat ed appl i es unl ess pr ecl uded by i ncl ement weat her as det er mi ned by t he Cont r act i ng Of f i cer .

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 cr ui se shi ps, 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 3

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. The Cont r act or wi l l be r equi r ed t o 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, sai d pl ant shal l be pr ompt l y moved 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 t he Cont r act or shal l pr ompt l y r emove hi s pl ant , i ncl udi ng r anges, buoys, pi l es, and ot her mar ks pl aced by hi m under t he cont r act i n navi gabl e wat er s or on shor e.

1. 5. 6 Hydr ogr aphi c Sur veys

Hydr ogr aphi c sur veys ar e post ed at t he f ol l owi ng web addr ess:

http://www.saj.usace.army.mil/Missions/CivilWorks/Navigation/HydroSurveys Sur vey number s ar e i ndi cat ed on t he dr awi ngs.

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 ( PI D) . 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. Al l pr oj ect s const r uct ed and mai nt ai ned t o a t i dal dat um shal l be cal i br at ed 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 , t he Cont r act or shal l compl et e t he l ayout of t he wor k and shal l be r esponsi bl e f or 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.

SECTI ON 01 11 00 Page 4

1. 6. 3 Survey

The Cont r act or shal l f ur ni sh, at hi s own expense, such st akes, t empl at es, pl at f or ms, equi pment , t ool s and mat er i al , and al l l abor as may be r equi r ed i n 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 . I t shal l be t he r esponsi bi l i t y of t he Cont r act or t o mai nt ai n and pr eser ve al l 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 ar e dest r oyed by t he Cont r act or or t hr ough hi s 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 Cont r act i ng Of f i cer , at hi s 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 shal 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, t he Cont r act or wi l l 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 l ump sum 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 l ump sum 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 l ump sum pr i ces. Except as her ei n pr ovi ded, 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 shal l be r epai r ed 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.

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 5

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. 1. 1 Ref er ence

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 I ni t i al 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 ems 0003, 0012 and 0026)

1. 4. 3 Endanger ed Speci es Obser ver ( Hopper Dr edge Onl y) ( Li ne I t ems

0004, 0013 and 0027)

1. 4. 4 Dedi cat ed Manat ee Obser ver ( Cl amshel l Dr edgi ng Onl y) ( Li ne

I t ems 0005, 0014 and 0028)

1. 4. 5 Mobi l i zat i on and Demobi l i zat i on f or Sea Tur t l e Tr awl Sweepi ng

( For Hopper Dr edges Onl y) ( Li ne I t ems 0006, 0015 and 0029)

1. 4. 6 Bi r d Moni t or i ng ( Li ne I t ems 0009, 0018 and 0032)

1. 4. 7 Addi t i onal Pi pel i ne Mobi l i zat i on and Rel ocat i on ( Li ne I t ems

0010 and 0019)

1. 4. 8 Bl ast i ng Cont r ol Pr ogr am ( Li ne I t em 0023)

1. 4. 9 Dr i l l i ng and Bl ast i ng Oper at i ons i n Feder al Channel ( Li ne I t em

0024)

1. 4. 10 Dr i l l i ng and Bl ast i ng Oper at i ons i n Nonf eder al Ber t hi ng Ar eas

( Li ne I t em 0025)

1. 5 UNI T PRI CE PAYMENT I TEMS

1. 5. 1 Excavat i on, Uncl assi f i ed ( Li ne I t ems 0002, 0011, 0020, 0021 and 0022)

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

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

1. 5. 2 Sea Tur t l e Tr awl Sweepi ng ( For Hopper Dr edge Onl y) ( Li ne I t ems

0007, 0016 and 0030)

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

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

1. 5. 3 St andby Ti me ( Li ne I t ems 0008, 0017 and 0031)

1. 5. 3. 1 Measur ement and Payment

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

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

SECTI ON 01 22 00 Page 1

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. 1. 1 Reference

The publ i cat i on l i s t ed bel ow f or ms a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. Thi s publ i cat i on i s 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)

EM 1110- 2- 1003 ( 2013) Engi neer i ng and Desi gn, Hydr ogr aphi c Sur veyi ng

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Definition

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 Instructions

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 SUBMITTALS

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:

SECTI ON 01 22 00 Page 3

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

Schedul e of Val ues; G, RO

Pr ovi de a br eakdown of l ump sum i t ems i nt o pr oposed pay act i v i t i es. 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 QCS payment dat a base.

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 l ump sum or uni t pr i ce payment i t em, shal l be i ncl uded i n t he l i s t ed l ump sum i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The l ump sum pr i ce and payment made f or each i t em l i st ed shal 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 l ump sum 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. Pr ovi de a l i s t of pay act i v i t i es, ( Schedul e of Val ues) t o br eakdown bi d f or each l ump sum CLI N. Wi t hi n 20 cal endar days af t er r ecei v i ng Not i ce t o Pr oceed, submi t Schedul e of Val ues f or Gover nment appr oval . 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 he Cont r act or shoul d 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 I ni t i al 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 or i nci dent al t o mobi l i zat i on and demobi l i zat i on, wei r r epai r 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 ems 0003, 0012 and 0026)

Payment wi l l be made f or cost s associ at ed wi t h or 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 Section 01 57 25 TURBI DI TY AND DI SPOSAL MONI TORI NG.

1. 4. 3 Endanger ed Speci es Obser ver ( Hopper Dr edge Onl y) ( Li ne I t ems 0004, 0013 and 0027)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o endanger ed speci es obser ver s. See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 4 Dedi cat ed Manat ee Obser ver ( Cl amshel l Dr edgi ng Onl y) ( Li ne I t ems 0005, 0014 and 0028)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o t he dedi cat ed manat ee obser ver . See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.

SECTI ON 01 22 00 Page 4

1. 4. 5 Mobi l i zat i on and Demobi l i zat i on f or Sea Tur t l e Tr awl Sweepi ng ( For Hopper Dr edges Onl y) ( Li ne I t ems 0006, 0015 and 0029)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o mobi l i zat i on and demobi l i zat i on f or sea t ur t l e t r awl sweepi ng ( For Hopper Dr edges Onl y) . 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. Al so, see Sect i on 01 57 20

ENVI RONMENTAL PROTECTI ON.

1. 4. 6 Bi r d Moni t or i ng ( Li ne I t ems 0009, 0018 and 0032)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o f ur ni shi ng a bi r d moni t or . See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 7 Addi t i onal Pi pel i ne Mobi l i zat i on and Rel ocat i on ( Li ne I t ems 0010 and 0019)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o mobi l i zat i on and r el ocat i on of pi pel i ne and equi pment needed t o exer ci se option(s).

1. 4. 8 Bl ast i ng Cont r ol Pr ogr am ( Li ne I t em 0023)

Payment wi l l be made f or al l cost s associ at ed wi t h or i nci dent al t o i mpl ement at i on of t he Bl ast i ng Cont r ol Pl an i n accor dance wi t h t he r equi r ement s of Sect i on 02 10 00 CONFI NED UNDERWATER BLASTI NG.

1. 4. 9 Dr i l l i ng and Bl ast i ng Oper at i ons i n Feder al Channel ( Li ne I t em 0024)

Payment wi l l be made f or al l cost s associ at ed wi t h or i nci dent al t o dr i l l i ng and bl ast i ng oper at i ons i n t he f eder al channel i n accor dance wi t h t he r equi r ement s of Sect i on 02 10 00 CONFI NED UNDERWATER BLASTI NG. The Bl ast i ng Cont r ol Pr ogr am wi l l not be pai d f or under t hi s l i ne i t em and wi l l be pai d f or as i ndi cat ed i n subpar agr aph " Bl ast i ng Cont r ol Pr ogr am ( Li ne I t em 0021) " above.

1. 4. 10 Dr i l l i ng and Bl ast i ng Oper at i ons i n Nonf eder al Ber t hi ng Ar eas ( Li ne I t em 0025)

Payment wi l l be made f or al l cost s associ at ed wi t h or i nci dent al t o dr i l l i ng and bl ast i ng oper at i ons i n nonf eder al ber t hi ng ar eas i n accor dance wi t h t he r equi r ement s of Sect i on 02 10 00 CONFI NED UNDERWATER BLASTI NG. The Bl ast i ng Cont r ol Pr ogr am wi l l not be pai d f or under t hi s l i ne i t em and wi l l be pai d f or as i ndi cat ed i n subpar agr aph " Bl ast i ng Cont r ol Pr ogr am ( Li ne I t em 0021) " above.

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 shal 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 .

SECTI ON 01 22 00 Page 5

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 Excavat i on, Uncl assi f i ed ( Li ne I t ems 0002, 0011, 0020, 0021 and 0022)

1. 5. 1. 1 Payment

a. Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o excavat i on, t r anspor t at i on, and di sposal of 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 di sposal ar ea( s) ; noi se cont r ol ; debr i s r emoval ; oper at i on of DMPF 3- D, bi r d det er r ence wi t hi n DMPF- 3D, oper at i on or mai nt enance of t he el ect r oni c t r acki ng syst em f or sur vei l l ance of al l dr edgi ng and di sposal act i v i t i es. See Sect i on

35 20 23 DREDGI NG.

b. I nsof ar as consi st ent wi t h t he par agr aph CONTI NUI TY OF WORK of Section 35 20 23 DREDGI NG, mont hl y par t i al payment s wi l l be based on appr oxi mat e quant i t i es det er mi ned by soundi ngs or sweepi ngs per f or med by t he Cont r act or behi nd t he dr edge. The t er m " ar ea desi gnat ed by t he Cont r act i ng Of f i cer " as used i n t he CONTI NUI TY OF WORK par agr aph, i s def i ned as " accept ance sect i on" .

c. Hydr ogr aphi c sur veys f or f i nal measur ement and payment and f or channel c l ear ance wi l l be made by t he Gover nment . Al l sur veys wi l l be per f or med i n accor dance wi t h USACE EM 1110- 2- 1003. Sur vey f r equenci es wi l l be t he same as t hose shown i n t he dr awi ngs and wi l l r emai n consi st ent t hr oughout t he cont r act .

1. 5. 1. 2 Measurement

a. The maps and/ or dr awi ngs al r eady pr epar ed ( c l ause CONTRACT DRAWI NGS, MAPS, AND SPECI FI CATI ONS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1) ar e bel i eved t o r epr esent accur at el y aver age exi st i ng condi t i ons, but t he dept hs shown t her eon may be ver i f i ed and cor r ect ed by soundi ngs t aken bef or e dr edgi ng. Once quant i t i es wi t hi n a speci f i ed r each or sect i on have been det er mi ned t hr ough t he use of i n- pl ace measur ement , t hey wi l l not be r eopened except on evi dence of col l usi on, f r aud, or obvi ous er r or .

b. The t ot al amount of mat er i al r emoved, and t o be pai d f or under t he cont r act , wi l l be measur ed by t he cubi c yar d i n pl ace and quant i t i es det er mi ned by t he aver age end ar ea met hod. The vol ume comput ed shal l be bet ween t he bot t om sur f ace shown by soundi ngs t aken wi t hi n 3 weeks bef or e dr edgi ng and t he bot t om sur f ace shown by t he soundi ngs t aken wi t hi n 2 weeks af t er t he wor k speci f i ed i n each accept ance sect i on i ndi cat ed on t he dr awi ngs has been compl et ed. The Cont r act or shal l gi ve 10 days advance not i ce, i n wr i t i ng, t o t he Cont r act i ng Of f i cer ' s Repr esent at i ve of t he need f or a pr e- dr edgi ng sur vey or af t er - dr edgi ng sur vey f or f i nal accept ance f or each accept ance sect i on. The quant i t y shal l i ncl ude t he vol ume wi t hi n t he l i mi t s of t he s i de sl opes descr i bed i n subpar agr aph " Si de Sl opes" of par agr aph REQUI RED DEPTH, ALLOWABLE OVERDEPTH, AND SI DE SLOPES of Section 35 20 23 DREDGI NG, l ess any deduct i ons t hat may be r equi r ed f or mi spl aced mat er i al descr i bed i n subpar agr aph " Mi spl aced Mat er i al s" of par agr aph DI SPOSAL OF EXCAVATED MATERI AL of Sect i on 35 20 23

DREDGING.

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

Cubi c yar d.

SECTI ON 01 22 00 Page 6

1. 5. 2 Sea Tur t l e Tr awl Sweepi ng ( For Hopper Dr edge Onl y) ( Li ne I t ems 0007, 0016 and 0030)

1. 5. 2. 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 t he Sea Tur t l e Tr awl Sweepi ng. Thi s pr i ce shal l i ncl ude al l cost s f or f ur ni shi ng l abor , equi pment , f uel , oi l , mat er i al s, and suppl i es r equi r ed f or t r awl sweepi ng t o c l ear and/ or r el ocat e sea t ur t l es f r om i n t he v i c i ni t y of t he dr edge, and shal l i ncl ude t he cost of r epor t i ng as speci f i ed. See Sect i on

01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 5. 2. 2 Measurement

Sea Tur t l e Tr awl Sweepi ng wi l l be measur ed f or payment based upon t he dur at i on of per f or mance on a dai l y basi s. A day of t r awl sweepi ng i s def i ned as 24 hour s of cont i nuous t r awl i ng. The Cont r act or shal l conduct capt i ve t r awl sweepi ng as descr i bed i n Sect i on 01 57 20 ENVI RONMENTAL

PROTECTION.

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

Day.

1. 5. 3 St andby Ti me ( Li ne I t ems 0008, 0017 and 0031)

1. 5. 3. 1 Measur ement and Payment

St andby t i me f or dr edgi ng wi l l be pai d f or each hour or par t t her eof t hat t he pl ant i s not i n oper at i on by r equest of t he Cont r act i ng Of f i cer .

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o st andby of t he dr edge pl ant onl y upon i mpl ement at i on of t hi s l i ne i t em. I f per f or mance of t hi s l i ne i t em i s not r equi r ed or i mpl ement ed per t he NOTES i n Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE, no payment wi l l be made t o t he Cont r act or f or t hi s l i ne i t em.

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

Hour.

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

Upon r ecei v i ng i ni t i al Resi dent Management Syst em i mpor t f i l e, go t o " Pay Act i v i t i es" and est abl i sh a l i nk bet ween bi d br eakdown schedul e of val ues of " Pay…