19B0011Volume2Specs.pdf

W912EP19B0011

Jacksonville District

Jacksonville Harbor, Maintenance Dredging, 38- and 40-Foot Projects, Cut-42 Through Cut-48, Cut-55, and The Lower Terminal Channel

Duval County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Jacksonvi l l e Har bor , Mai nt enance Dr edgi ng 38- and 40- Foot Pr oj ect s

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 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

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

TRACKI NG PROFI LE

35 20 27 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM PI PELI NE

HYDRAULI C DREDGE

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

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: NEW BERLIN

PID: BBDH77

Designation: NEW BERLIN Stamping: NEW BERLIN 2013 CUT-G

Setting: Stainless steel rod in sleeve (10FT+ or 3.048M+) Description: Station is located at the east end of New Berlin Road in Jacksonville, Duval County, Florida. Mark is 7.0 feet from guardrail along the extended centerline of New Berlin Road, 16.0 feet south from a chain link fence and 45.3 feet from JEA electric light pole #116324. Point is a stainless steel rod driven to refusal.

Observed: 2013-11-08T17:24:00Z

SECTION 00 31 21 Page 2

DESIGNATION - 872 0219 A TIDAL

PID - DI0931

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED ROD

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

STAMPING: 0219 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - October 04, 2002 ROD/PIPE-DEPTH: 16.2 meters

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED FLDEP

HISTORY - 20021004 GOOD FLDEP

STATION DESCRIPTION

THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF

JACKSONVILLE, IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 27 EAST.

TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND STATE HIGHWAY

105 (HECKSCHER DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO WEST ON

STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 0.1 MI TO THE INTERSECTION OF NEW

BERLIN ROAD, TURN LEFT ON NEW BERLIN ROAD AND GO SOUTH FOR 1.0 MI TO THE

JUNCTION OF DAMES POINT ROAD ON THE RIGHT, TURN RIGHT ON DAMES POINT ROAD

AND GO SOUTHERLY FOR 0.65 MI TO THE JUNCTION OF A PAVED ROAD ON THE LEFT

LEADING TO DAMES POINT PARK, TURN LEFT ON THE PAVED ROAD AND GO SOUTHERLY

FOR 0.3 MI TO THE ENTRANCE TO DAMES POINT PARK, PASSING THROUGH THE

ENTRANCE, CONTINUE SOUTHERLY FOR 0.05 MI TO THE DEAD END AND THE MARK IN

THE EXTENDED CENTER OF THE ROAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL

AT A DEPTH OF 53.2 FT WITH AN NOS LOGO CAP FLUSH WITH THE GROUND AND ABOUT

LEVEL WITH DAMES POINT ROAD, THE DATUM POINT IS RECESSED 0.6 FT BELOW THE

LEVEL OF THE NOS LOGO CAP.

LOCATED 142.0 FT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARK

RESTROOM, 100.4 FT WEST OF THE EAST END OF THE GUARDRAIL, 74.0 FT EAST OF

THE WEST END OF THE GUARDRAIL AND 1.0 FT WEST OF THE GUARDRAIL.

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

SECTION 00 31 21 Page 3

Designation: DUNNS CREEK

PID: BBCT64

Stamping: DUNNS CREEK JAX DIST 2012 Stability: May hold, commonly subject to ground movement

Setting: Pavement (street, sidewalk, curb, etc.)

Description: Station is located in Jacksonville, FL (Duval Co.) adjacent to Heckscher Drive on bridge over Dunn's

Creek. To reach from the intersection of FL-9A / I-295 and Heckscher Drive, travel approximately 1.4 miles to bridge over Dunn's Creek and mark on left. Station is a bronze disk set in the concrete sidewalk on south side of bridge. Station is located 0.50' from the southern edge of sidewalk, 5.47' from the southern edge of a concrete wall, and 45.0' west of aluminum light pole #2990.

Observed: 2012-04-25T13:00:00Z

SECTION 00 31 21 Page 4

DESIGNATION - 872 0215 TIDAL 2

PID - BC0274

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: TIDAL STATION DISK

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: CULVERT HEADWALL

STAMPING: NO 2 1958

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 24, 2004

HISTORY - Date Condition Report By

HISTORY - 1958 MONUMENTED CGS

HISTORY - 20040624 GOOD FLDEP

STATION DESCRIPTION (2004)

THE MARK IS IN JACKSONVILLE, IN SEC. 55, T1S, R27E, TALLAHASSEE MERIDIAN.

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH MAIN

STREET) AND HECKSCHER DRIVE (STATE ROAD 105) ONTHE NORTH SIDE OF

JACKSONVILLE, GO EAST ON HECKSCHER DRIVE FOR 0.6 MI TO THE JUNCTION OF

SOMMERS ROAD ON THE RIGHT, TURN RIGHT ON SOMMERS ROAD AND GO SOUTH AND

EAST FOR 0.6 MI TO THE ENTRANCE TO THE U.S. NAVY FUEL DEPOT, CONTINUE EAST

ON SOMMERS ROAD FOR 0.5 MI TO THE JUNCTION OF FOURTH STREET ON THE RIGHT,

TURN RIGHT ON FOURTH STREET AND GO SOUTH FOR 0.2 MI TO THE MARK ON THE

LEFT, SET FLUSH IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL

OF A CULVERT UNDER A-ROAD, ABOUT LEVEL WITH FOURTH STREET.

LOCATED 73.0 FT NORTH OF SURVEY MARK OIL 3, 28.5 FT NORTH-NORTHEAST OF THE

CENTERLINE OF A-ROAD, 23.4 FT EAST OF THE CENTERLINE OF FOURTH STREET AND

1.0 FT WEST OF A CARSONITE WITNESS POST.

NOTE THIS PROPERTY IS A RESTRICTED AREA AND PERMISSION MUST BE OBTAINED AT

THE ENTRANCE GATE PROIR TO ACCESS.

SECTION 00 31 21 Page 5

DESIGNATION - JHFO ARP

PID - N/A

MARKER: GPS ANTENNA PERMANENTLY MOUNTED AT USACE WAREHOUSE

THIS STATION IS A PERMANENTLY MOUNTED GPS ANTENNA. CONTACT OPERATIONS

DIVISION FOR ACCESS.

SECTION 00 31 21 Page 6

Designation: 872 0242 A

PID: BBBZ31

Stamping: 0242 A 1995 Setting: Stainless steel rod without sleeve (10FT+ or 3.048M+)

Description: Located in Jacksonville, FL (Duval Co.) at the U.S. Army Corps of Engineers District Warehouse Facility at 3077 Talleyrand Ave.

To reach from the intersection of Main St. (U.S. 17) and 21st St., go east on 21st St. 1.7 miles to Talleyrand Ave. Turn right and then make an immediate left into the USACE District Warehouse Facilty.

Proceed east through gate to the east side of the warehouse at the St. Johns River and station location.

Station is located at the northeast corner of boat slip.

Observed: 2010-06-29T11:39:00Z

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.

a) Water Stages. Water levels in the project area are mainly affected by semi-diurnal tidal fluctuations in the Atlantic Ocean, and storm water runoff in the St Johns River. 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). These datums are based on field measurements from three tide stations located on the St. Johns River near Fulton, the Dames Point Bridge and the Terminal Channel. These tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). All tidal stations are based on the 1983-2001 tidal epoch. Additional information on these and other nearby tide stations is available at this NOAA website:

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

Station ID: 8720221 PUBLICATION DATE: 01/23/2004 Name: FULTON, ST. JOHNS RIVER, FLORIDA Latitude: 30° 23.4' N Longitude: 81° 33.4' W

Mean Higher High Water (MHHW) = 3.91 Feet Mean High Water (MHW) = 3.71 Feet North American Vertical Datum – 1988 (NAVD) = 2.36 Feet Mean Sea Level (MSL) = 1.93 Feet Mean Tide Level (MTL) = 1.90 Feet Mean Low Water (MLW) = 0.10 Feet Mean Lower Low Water (MLLW) = 0.00 Feet

Station ID: 8720219 PUBLICATION DATE: 11/21/2017 Name: DAMES POINT, ST. JOHNS RIVER, FLORIDA Latitude: 30° 23.2' N Longitude: 81° 33.5' W

Highest Observed Water Level (9/11/2017) = 7.31 Feet Mean Higher High Water (MHHW) = 3.63 Feet Mean High Water (MHW) = 3.47 Feet North American Vertical Datum – 1988 (NAVD) = 2.21 Feet Mean Sea Level (MSL) = 1.85 Feet Mean Tide Level (MTL) = 1.79 Feet Mean Low Water (MLW) = 0.11 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (1/08/2002) = -1.59 Feet https://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida

SECTION 00 33 50 Page 2

Station ID: 8720242 PUBLICATION DATE: 03/25/2010 Name: LONGBRANCH (USE-DDP) ST. JOHNS RIVER, FLORIDA Latitude: 30° 21.6' N Longitude: 81° 37.2' W

Highest Observed Water Level (10/07/1998) = 5.17 Feet Mean Higher High Water (MHHW) = 2.71 Feet Mean High Water (MHW) = 2.62 Feet North American Vertical Datum – 1988 (NAVD) = 1.65 Feet Mean Sea Level (MSL) = 1.37 Feet Mean Tide Level (MTL) = 1.36 Feet Mean Low Water (MLW) = 0.10 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (1/10/1996) = -5.78 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 as well as 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.

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, and is also available at the following website:

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html .

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 (63407) lies approximately 16 miles east of Mayport, Florida. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period extending from 1980-2014, at a station located in 15 meters (49 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/ .

https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html http://wis.usace.army.mil/

SECTION 00 33 50 Page 3

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 subtropical, and the area occasionally experiences temperatures below freezing. The wet season in the project area is from June through September. 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 northeast 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.

2. The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The NOAA rain gage located closest to the project area is in Jacksonville Beach, Florida, at latitude 30.288° N, longitude 81.393°W. Data for this station is available online from the National Climatic Data Center, NOAA, for the period of record from 1981 through 2010 at:

http://www.ncdc.noaa.gov/cdo-web/datatools/normals.

http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/ 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. 2. 4 Wor k Per f or med by Ot her 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 f or Jacksonvi l l e Har bor ; Mai nt enance Dr edgi ng; 38- and 40- Foot Pr oj ect s; Cut - 42 Thr ough Cut - 48, Cut - 55, and t he Lower Ter mi nal Channel , Duval 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

Pr oj ect wor k consi st s of channel mai nt enance dr edgi ng i n var i ous l ocat i ons wi t hi n Cut s- 42 t hr ough - 48, Cut - 55, and Lower Ter mi nal Channel of Jacksonvi l l e Har bor . Excavat ed mat er i al wi l l be pl aced i n Bar t r am I s l and Cel l A. The cont r act wi l l consi st of a base, Cut - 55 and Lower Ter mi nal Channel , pl us Opt i ons A and B whi ch compr i se Cut s- 45 t hr ough - 48 and Cut - 42, r espect i vel y. Wor k al so i ncl udes t ur bi di t y moni t or i ng, endanger ed speci es obser ver s ( hopper dr edges onl y) and sea t ur t l e t r awl - sweepi ng ( hopper dr edges onl y) .

1. 2. 2 Location

The pr oj ect s i t e i s l ocat ed i n Duval Count y on t he nor t heast coast of Fl or i da i n t he St . Johns Ri ver .

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. 2. 4 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. 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.

SECTI ON 01 11 00 Page 2

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 t r af f i c i n t he pr oj ect ar ea consi st s of Naval , 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.

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 as separ at e el ect r oni c f i l es. 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.

SECTI ON 01 11 00 Page 3

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 nc l 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.

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 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 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

SECTI ON 01 11 00 Page 4

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, 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 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 0019)

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

0004, 0013 and 0020)

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

( Hopper Dr edge Onl y, Li ne I t em 0005)

1. 4. 5 Dedi cat ed Manat ee and Sea Tur t l e Obser ver ( Mechani cal Dr edgi ng

Onl y, Li ne I t ems 0007, 0015 and 0022)

1. 4. 6 Bi r d Moni t or i ng ( Li ne I t ems 0008, 0016 and 0023)

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 and 0018)

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 ( Hopper Dr edge Onl y, Li ne I t ems 0006, 0014 and 0021)

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 0009, 0017 and 0024)

1. 5. 3. 1 Payment

1. 5. 3. 2 Measur ement

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

1. 5. 4 Par t ner i ng Regr oup ( Li ne I t em 0010)

1. 5. 4. 1 Payment

1. 5. 4. 2 Measur ement

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

PART 2 PRODUCTS ( NOT APPLI CABLE)

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

SECTI ON 01 22 00 Page 1

- - 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 c t 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) 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. 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

SECTI ON 01 22 00 Page 3 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

Pr ovi de a br eakdown of j ob i t ems i nt o pr oposed pay act i v i t i es as par t of t he i ni t i al pr oj ect 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.

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, shal 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 s t 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 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 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 j ob CLI N. The Schedul e of Val ues shal l be submi t t ed 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) . 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 schedule.

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 or i nci dent al t o mobi l i zat i on and demobi l i zat i on. I n addi t i on t o mobi l i zat i on of t he Cont r act or ' s pl ant and associ at ed equi pment , t hi s i t em cover s pr epar at i on of t he Bar t r am I s l and di sposal s i t e i ncl udi ng, but not l i mi t ed t o r epai r of di ke sur f aces, access r oadways, and r amp sur f aces i n t he wor k ar ea. Cost s associ at ed wi t h t he est abl i shment of i ni t i al pr oj ect management and coor di nat i on ar e al so i ncl uded i n t hi s l i ne i t em. 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 0019)

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 s ( Hopper Dr edges Onl y, Li ne I t ems 0004, 0013 and 0020)

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

SECTI ON 01 22 00 Page 4 speci es obser ver s r equi r ed wi t h t he use of a hopper dr edge. See Sect i on

01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 4 Mobi l i zat i on and Demobi l i zat i on f or Sea Tur t l e Tr awl Sweepi ng ( Hopper Dr edge Onl y, Li ne I t em 0005)

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 i ng and r el ocat i on ( Hopper Dr edge Onl y) . See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 5 Dedi cat ed Manat ee and Sea Tur t l e Obser ver ( Mechani cal Dr edgi ng Onl y, Li ne I t ems 0007, 0015 and 0022)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o dedi cat ed manat ee and sea t ur t l e obser ver s r equi r ed when mechani cal dr edgi ng. See Section 01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 6 Bi r d Moni t or i ng ( Li ne I t ems 0008, 0016 and 0023)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o bi r d moni t or i ng whi ch i ncl udes nest i ng sur veys t hr oughout t he nest i ng season and dur i ng const r uct i on as i ndi cat ed i n Sect i on 01 57 20 ENVI RONMENTAL

PROTECTION.

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 s t 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 .

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 and 0018)

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 ; and debr i s r emoval . Al so i ncl uded i s any pumpi ng of wat er t hr ough t he wei r s necessar y t o accommodat e exi st i ng act i ve bi r d nest s whi ch may be encount er ed. See Sect i ons 35 20 23 DREDGI NG and 01 57 20

ENVI RONMENTAL PROTECTI ON.

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

SECTI ON 01 22 00 Page 5 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 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. 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 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 s l 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 Sect i on 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 DREDGI NG.

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

Cubi c yar d.

1. 5. 2 Sea Tur t l e Tr awl Sweepi ng ( Hopper Dr edge Onl y, Li ne I t ems 0006, 0014 and 0021)

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 t r awl sweepi ng as descr i bed i n Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.

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

Day.

SECTI ON 01 22 00 Page 6

1. 5. 3 St andby Ti me ( Li ne I t ems 0009, 0017 and 0024)

1. 5. 3. 1 Payment

St andby t i me i s def i ned as when t he dr edge pl ant i s not i n oper at i on at t he di r ect i on of t he Cont r act i ng Of f i cer or Admi ni st r at i ve Cont r act i ng Of f i cer . St andby t i me shal l be ut i l i zed onl y due t o t he pr esence of endanger ed speci es i n t he i mmedi at e ar ea of t he dr edgi ng oper at i ons, di f f er i ng s i t e condi t i ons, secur i t y oper at i ons or ot her condi t i ons as det er mi ned by t he Cont r act i ng Of f i cer . St andby t i me i s not af f or ded f or del ays caused by adver se weat her condi t i ons. Thi s l i ne i t em i s not subj ect t o t he var i at i on i n est i mat ed quant i t y c l ause, and payment wi l l onl y be made f or act ual st andby t i me r equi r ed by t he Cont r act i ng Of f i cer . See Section 01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 5. 3. 2 Measurement

St andby Ti me, i f r equi r ed and i mpl ement ed as descr i bed i n payment above, wi l l be measur ed and pai d f or each hour or par t t her eof i n 1/ 6 hour i ncr ement s 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 Officer.

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

Hour.

1. 5. 4 Par t ner i ng Regr oup ( Li ne I t em 0010)

1. 5. 4. 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 conduct i ng a par t ner i ng r egr oup. Thi s l i ne i t em i s not subj ect t o t he VARI ATI ON I N ESTI MATED QUANTI TY cl ause, and t he Cont r act or wi l l onl y be pai d f or t he act ual number of par t ner i ng r egr oups conduct ed. See Sect i on 01 30 00 ADMI NI STRATI VE PROCEDURES. The i ni t i al par t ner i ng meet i ng wi l l not be pai d f or under t hi s l i ne i t em as i t i s a di st r i but ed cost mandat or y admi ni st r at i ve act i on.

1. 5. 4. 2 Measurement

The basi s f or payment wi l l be f or t he compl et i on of each par t ner i ng r egr oup meet i ng and Gover nment r ecei pt of al l compl et ed wor k pr oduct s.

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

Each.

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 Act i v i t i es" t o cont r act CLI Ns usi ng " Schedul e Act i v i t i es" dat a ent r y page.

SECTI ON 01 22 00 Page 7

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

For pr ogr ess payment s, ensur e " Act i v i t y Schedul e" , " Feat ur e Schedul e" , submi t t al r egi st er , and punchl i st s ar e al l up t o dat e. Use " Pr ogr ess Payment s" t o " Request Act i v i t y Ear ni ngs" f or bot h " Act i v i t y Ear ni ngs" dat a ent r y page and " Ot her Ear ni ng" . Pr ovi de har d copi es of suppor t i ng i nvoi ces and quant i t y measur ement s t o suppor t al l r equest ed ear ni ngs. Ensur e t hat sums of payment act i v i t i es do not exceed cont r act awar d CLI N f undi ng amount s, or " unbal anced" CLI Ns er r or wi l l pr event pr ocessi ng t he payment .

Submi t a r equest f or pr ogr ess payment mont hl y i n accor dance wi t h Cl ause

52. 232- 5 PAYMENTS UNDER FI XED- PRI CE CONSTRUCTI ON CONTRACTS of Sect i on 00700 CONTRACT CLAUSES. I n addi t i on t o t he i t ems l i s t ed i n Cl ause

52. 232- 5( b) ( 1) , submi t t he f ol l owi ng i n t he r equest f or pr ogr ess payment :

a. Appr oved const r uct i on schedul e.

b. Up- t o- dat e payr ol l r ecor ds.

c. Cur r ent submi t t al r egi st er .

d. Appr oved submi t t al s on i nst al l ed pr oper t y.

e. QA/ QC def i c i ency t r acki ng l i s t .

Once t he compl et e pay appl i cat i on package i s r ecei ved t o i ncl ude t he Cont r act or ' s s i gned ENG 93, t he 14 cal endar days wi l l commence.

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

When addi t i onal wor k i s added by modi f i cat i on, exi st i ng CLI Ns f undi ng amount s must be updat ed, or new CLI Ns f or modi f i cat i on wi l l be cr eat ed. I f cont r act has opt i on CLI Ns not yet awar ded, opt i on CLI Ns wi l l appear as zer o dol l ar CLI Ns unt i l opt i on i s awar ded by modi f i cat i on. No payment may be r equest ed f or Opt i ons or Modi f i cat i on CLI Ns unt i l cont r act modi f i cat i on has been f unded and si gned.

- - End of Sect i on - -

SECTI ON 01 22 00 Page 8

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 30 00

ADMI NI STRATI VE PROCEDURES

PART 1 GENERAL

1. 1 SUMMARY

1. 2 SUBMI TTALS

1. 3 PROJECT COORDI NATI ON

1. 3. 1 Resi dent Management Syst em ( RMS)

1. 3. 2 Coor di nat i on wi t h Ot her Cont r act s

1. 3. 2. 1 Adj acent Cont r act or s

1. 4 PROJECT MEETI NGS

1. 5 PRECONSTRUCTI ON CONFERENCE

1. 5. 1 Pr econst r uct i on Conf er ence Mi nut es

1. 5. 2 Pr econst r uct i on Conf er ence Submi t t al s

1. 5. 2. 1 Ot her Di v i s i on 01 Submi t t al s

1. 5. 2. 2 Di v i s i ons 02 t hr ough 48 Submi t t al s

1. 6 PARTNERI NG

1. 6. 1 I ni t i al Par t ner i ng Meet i ng

1. 6. 1. 1 Cont r act or Responsi bi l i t y

1. 6. 1. 2 Tasks and Del i ver abl es

1. 6. 2 Par t ner i ng Regr oups

1. 6. 2. 1 Cont r act or Responsi bi l i t y

1. 6. 2. 2 Tasks and Del i ver abl es

1. 6. 3 Cancel l at i on of Par t ner i ng Meet i ng or Regr oup

1. 7 NOTI CE TO PROCEED

1. 8 COORDI NATI ON MEETI NG

1. 9 PROGRESS MEETI NGS

1. 9. 1 Pr ogr ess Meet i ng Par t i c i pant s

1. 10 CONTRACTOR PERFORMANCE EVALUATI ONS

1. 10. 1 Tr ai ni ng

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 GENERAL MEETI NG REQUI REMENTS

3. 2 PROGRESS MEETI NG AGENDA

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

SECTI ON 01 30 00 Page 1

SECTI ON 01 30 00

ADMI NI STRATI VE PROCEDURES

PART 1 GENERAL

1. 1 SUMMARY

Manage pr oj ect and coor di nat e act i v i t i es of own empl oyees, subcont r act or s, suppl i er s and of f s i t e f abr i cat or s. Cont r act or shal l use comput er s, E- mai l , and I nt er net r esour ces f or admi ni st r at i ve wor k. Not i f y Cont r act i ng Of f i cer of i mpor t ant meet i ngs, schedul e event s and act i v i t i es. Fur ni sh l abor and mat er i al s and equi pment r equi r ed t o pl an and execut e pr oj ect management f unct i ons and coor di nat i on. Coor di nat e act i v i t i es and manage r esour ces t o const r uct pr oj ect conf or mi ng t o cont r act , on t i me and wi t hi n budget .

Rel at ed Sect i ons ar e 01 32 01 PROJECT SCHEDULE, and 01 45 05 DREDGI NG/ BEACH

FI LL PLACEMENT - CONTRACTOR QUALI TY CONTROL.

1. 2 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. 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

Li st of Subcont r act or s

Document at i on of compl i ance wi t h Cl auses SUBCONTRACTS ( LABOR STANDARDS) and LI MI TATI ONS ON SUBCONTRACTI NG of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1, and, i f i ncl uded, par agr aph

LI MI TATI ONS ON SUBSTI TUTI ONS FOR CERTAI N POSI TI ONS AND/ OR

SUBCONTRACTORS of Sect i on 00800 SPECI AL REQUI REMENTS i n Vol ume 1.

As par t of t he i ni t i al pr oj ect schedul e, submi t a l i s t of pr oposed subcont r act or s wi t h company name, per son t o cont act , st r eet addr ess, mai l addr ess, phone number , t ype of speci al t y and est i mat ed subcont r act quot e.

SD- 07 Cer t i f i cat es

Par t ner i ng Meet i ng( s) Wr i t t en Synopsi s

Upon compl et i on of t he par t ner i ng meet i ngs t he f aci l i t at or shal l pr ovi de t he Gover nment a wr i t t en synopsi s of t he meet i ng.

Si gnat ur e Aut hor i t y

Fur ni sh a power of at t or ney or a not ar i zed l et t er of aut hor i t y f r om Cont r act or i dent i f y i ng l ocal r epr esent at i ves aut hor i zed t o s i gn cont r act document s.

SECTI ON 01 30 00 Page 2

Dr ug- Fr ee Wor k Pl ace Recor d

Document at i on of compl i ance wi t h Cl ause DRUG- FREE WORKPLACE of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1 ( see subpar agr aphs ( b) ( 1) t hr ough ( b) ( 7) ) .

1. 3 PROJECT COORDI NATI ON

1. 3. 1 Resi dent Management Syst em ( RMS)

Cont r act or shal l use Cor ps of Engi neer s ' Resi dent Management Syst em f or const r uct i on i nf or mat i on management . See Sect i on 01 45 00 RESI DENT

MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM) .

1. 3. 2 Coor di nat i on wi t h Ot her Cont r act s

1. 3. 2. 1 Adj acent Cont r act or s

An act i ve const r uct i on near pr oj ect s i t e may i mpact Cont r act or wor k. Two separ at e cont r act s ar e under way i n t he v i c i ni t y. One i s Jacksonvi l l e Har bor Deepeni ng f r om Bar Cut - 3 St at i on 187+00 t o St at i on 210+00, f r om Bar Cut - 3 St at i on 210+00 t o Cut - 7 St at i on 10+00 and Advance Mai nt enance Ar ea

1. The ot her i s Jacksonvi l l e Har bor Deepeni ng f r om t he ent r ance of Bar Cut - 3 t hr ough st at i on 28+18. 43 of Cut - 45 and Advance Mai nt enance Ar eas 2 and 3. Coor di nat e act i v i t i es t o avoi d i mpact t o adj acent Cont r act or s and pr event pr obl ems f r om adj acent cont r act .

1. 4 PROJECT MEETI NGS

Cont r act i ng Of f i cer r equi r es f ol l owi ng t ypes of pr oj ect meet i ngs:

- - Pr econst r uct i on Conf er ence

- - Par t ner i ng Meet i ng

- - Par t ner i ng Regr oup Meet i ngs

- - Coor di nat i on Meet i ng

- - Pr epar at or y and I ni t i al Phase meet i ng f or each f eat ur e of wor k

- - Pr oj ect Pr ogr ess Meet i ngs

Pr oj ect meet i ngs ar e descr i bed i n det ai l i n subpar t s bel ow.

1. 5 PRECONSTRUCTI ON CONFERENCE

Cont r act i ng Of f i cer wi l l conduct a Pr econst r uct i on Conf er ence f or t hi s pr oj ect i n accor dance wi t h Cl ause PRECONSTRUCTI ON CONFERENCE of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.