19R0005Volume2Specs.pdf

W912EP19R0005

Jacksonville District

Marine Corps Support Facility - Blount Island, Concrete Sill Removal

Duval County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and Concr et e Si l l Removal , Duval Count y, Fl or i da

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRI PTI ONS

00 33 50 WEATHER, WATER STAGE AND TI DE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMI NI STRATI VE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 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 04 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

01 78 02 CLOSEOUT SUBMI TTALS

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

02 41 00 DEMOLITION

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

35 20 23 DREDGING

- - 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: ST JO 351 2009 JAX FL

PROCEED FROM INTERSECTION OF I295/S.R. 9A AND HECKSCHER DRIVE, 4.1 MI. SOUTH ON

HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK

BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE

345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD +/-170'.

POINT IS +/- 260' NORTH OF CENTERLINE OF GRAVEL ROAD, +/-75' WEST OF WEST TOP OF

LEVEE.

SECTION 00 31 21 Page 2

DESIGNATION: ST JO 352 2009 JAX FL

PROCEED FROM INTERSECTION OF I295/S.R. 9A AND HECKSCHER DRIVE, 4.1 MI. SOUTH ON

HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK

BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE

345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD 1 MILE'.

POINT IS +/- 65' NORTH OF NORTH TOP OF LEVEE.

SECTION 00 31 21 Page 3

Designation: BIMT-101

PID: BBBX61

Stamping: BIMT-101, 2010, JAX DIST Setting: Set in top of concrete monument

Description: To reach from the intersection of Heckscher Dr and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate. Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Turn left and proceed southerly 0.7 miles to an area known as Navy Point and station location.

Observed: 2010-05-26T14:41:00Z

SECTION 00 31 21 Page 4

DESIGNATION - 872 0221 M TIDAL

PID - DH8953

STATE/COUNTY - FL/DUVAL

MARKER: FLANGE-ENCASED ROD

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

STAMPING: 0221 M 2004

MARK LOGO: NGS

PROJECTION: RECESSED 13 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - April 18, 2004 ROD/PIPE-DEPTH: 14.6 meters

HISTORY - Date Condition Report By

HISTORY - 20040418 MONUMENTED FLDEP

STATION DESCRIPTION :: TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT

ROAD AND FORT CAROLINE ROAD IN THE COMMUNITY OF BEACON HILLS, GO WEST AND

SOUTHWEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, TURN RIGHT ON

FULTON ROAD AND GO NORTH AND NORTHEASTERLY FOR 0.9 MI TO THE MARK ON THE

LEFT, ABOUT 250.0 FT SOUTH OF THE ST JOHNS RIVER, A STAINLESS STEEL ROD

DRIVEN TO REFUSAL AT A DEPTH OF 48.0 FT WITH AN NGS LOGO CAP RECESSED 0.5 FT

BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF FULTON ROAD, THE DATUM

POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED 81.5 FT NORTHWEST OF WOODEN POWER POLE NUMBER 5049, 26.5 FT WEST OF

THE CENTERLINE OF FULTON ROAD, 9.8 FT SOUTH-SOUTHEAST OF THE SOUTH GATEPOST

FOR A 6.0 FT HIGH WOODEN FENCE GATE, 3.0 FT EAST OF A CHAIN LINK FENCE AND

1.8 FT EAST OF A CARSONITE WITNESS POST.

NOTE 1 : ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.

NOTE 2 : A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.

SECTION 00 31 21 Page 5

Designation: STJO-302

PID: BBCB02

Stamping: STJO 302 1991 JAX DIST Setting: Massive retaining walls

Description: To reach from the intersection of Heckscher Dr. and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate. Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Continue west to pier. Mark is located near SW corner of bulkhead near most southerly bollard.

Observed: 2008-11-25T15:11:00Z

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 fluctuations 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. 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 values from the NOS tidal benchmark for tide station #8720221 (Fulton, St Johns River, FL), located about 1,000 feet southeast of the project area. This tide station was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). Additional information on this and other nearby tide stations is available at this NOAA website:

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

Mean Higher High Water (MHHW) = 3.91 Feet Mean High Water (MHW) = 3.71 Feet NAVD88 = 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

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 diurnal 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: http://tidesandcurrents.noaa.gov/.

b) Wind and Wave Data. The following publications include wind and wave information in the vicinity of the project area. These publications are available for review at the following websites, or they 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, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website:

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

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

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2

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 (Station #63407) lies approximately 16 miles east of the St Johns River mouth. 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 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/ .

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.

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 at 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/data-access/land-based-station-data/land-based-datasets/climate-normals/1981-2010-normals-data.

http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/data-access/land-based-station-data/land-based-datasets/climate-normals/1981-2010-normals-data http://www.ncdc.noaa.gov/data-access/land-based-station-data/land-based-datasets/climate-normals/1981-2010-normals-data

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 Pr oj ect Locat i ons

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

1. 3 SUBMI TTALS

1. 4 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK

1. 5 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 6 PHYSI CAL DATA

1. 6. 1 Physi cal Condi t i ons

1. 6. 2 Weat her , Wat er St age and Ti de Dat a

1. 6. 3 Cont r act or I nvest i gat i on

1. 6. 4 Mar i t i me Tr af f i c

1. 6. 5 Obst r uct i on of Channel

1. 6. 6 Hydr ogr aphi c Sur veys

1. 7 CONTRACTOR ACCESS AND USE OF PREMI SES

1. 7. 1 MARI NE CORPS SUPPORT FACI LI TY - BLOUNT I SLAND ( MCSF- BI ) ENTRY

CONTROL REGULATI ONS

1. 7. 1. 1 Access

1. 7. 1. 2 No Smoki ng Pol i cy

1. 7. 1. 3 Cel l Phone Usage

1. 7. 1. 4 Secur i t y Requi r ement s

1. 8 LAYOUT OF WORK

1. 8. 1 Est abl i shed Pr oj ect Cont r ol

1. 8. 2 Layout

1. 8. 3 Sur vey

1. 9 DAMAGE TO WORK

1. 10 EXI STI NG WORK

1. 11 ENTRY CONTROL PROCEDURES APPENDI X

1. 12 HI STORI C SI LL CONSTRUCTI ON PHOTOGRAPHS

1. 13 CONSTRUCTI ON WORKER AUTHORI ZATI ON CONDI TI ONS

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)

MCSF- BI GDR Sect i on 00 31 32, Geot echni cal Dat a Repor t f or Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and, Concr et e Si l l Removal , 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 t he r emoval of a submer ged concr et e s i l l l ocat ed at t he US Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and ( MCSF- BI ) . The si l l i s heavi l y r ei nf or ced wi t h r ebar . The si l l i s l ocat ed at st at i on 7+00 i n t he MCSF- BI s l i pway and i s 32. 6 f eet wi de by 426. 5 f eet l ong and appr oxi mat el y 14. 5 f eet deep. The concr et e s i l l was const r uct ed on t op of r ock at appr oxi mat el y - 52 f eet Mean Lower Low Wat er ( MLLW) . The cr est el evat i on of t he concr et e s i l l i s - 37. 6 f eet MLLW. A subst ant i al por t i on of t he concr et e s i l l i s t o be r emoved ( 9. 4 f eet ) r esul t i ng i n a maxi mum cr est el evat i on of - 47 f eet MLLW. Sedi ment s may need t o be c l ear ed ar ound t he concr et e s i l l t o al l ow access t o t he st r uct ur e, and t hi s mat er i al may be di sposed i n t he Dayson I s l and ( D/ A- D) Dr edge Mat er i al Pl acement Faci l i t y ( DMPF) whi ch i s appr oxi mat el y 2. 7 mi l es f r om t he concr et e s i l l l ocat i on or i n anot her manner i n accor dance wi t h Sect i on 35 20 23 DREDGI NG. Al l concr et e and r ei nf or cement bar s f r om t he s i l l and any i nsi t u r ock r emoved f r om t he s l i pway shal l be di sposed of at on of f - s i t e l ocat i on and shal l not be pl aced i nt o D/ A- D. Saf e navi gat i on i n and out of MCSF- BI shal l be mai nt ai ned t hr oughout r emoval of t he concr et e s i l l oper at i ons. The Cont r act or shal l use a di amond wi r e saw t o cut out t he submer ged concr et e s i l l . Any ot her mechani cal means of s i l l demol i t i on used i n conj unct i on wi t h t he di amond wi r e saw must be appr oved by t he Cont r act i ng Of f i cer and shal l not di st ur b t he s i l l such t hat i t woul d pose a navi gat i on hazar d.

Bl ast i ng i s pr ohi bi t ed.

1. 2. 2 Pr oj ect Locat i ons

The Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and ( MCSF- BI ) i s l ocat ed appr oxi mat el y 8. 0 mi l es nor t heast of downt own Jacksonvi l l e, Fl or i da and ni ne mi l es west of t he mout h of t he St . Johns Ri ver . Bl ount I s l and i s bor der ed t o t he nor t h by Ol d St . Johns Ri ver and Ful t on Cut of f Channel t o t he sout h.

SECTI ON 01 11 00 Page 2

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 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.

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

Li st of Cont act Per sonnel

Fur ni sh a l i s t of cont act per sonnel of t he Cont r act or and subcont r act or s i ncl udi ng addr esses and t el ephone number s f or use i n t he event of an emer gency. As changes occur and addi t i onal i nf or mat i on becomes avai l abl e, cor r ect and change t he i nf or mat i on cont ai ned i n pr evi ous l i s t s.

Cer t i f i cat i on Of Acknowl edgement

The Cont r act or shal l be i nf or med and acknowl edge t her e wi l l be i ncr eased r i sk t o const r uct i on equi pment st aged at Ber t hs 3 and 5 dur i ng l oadi ng and unl oadi ng oper at i ons. See APPENDI X C f or mor e information.

1. 4 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK

See Cl ause COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK ( FAR

52. 211- 10) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 5 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. 6 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. 6. 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 Geot echni cal Dat a Repor t s ( MCSF- BI 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 MCSF- BI 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. 6. 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 f or appl i cabl e dat a l i nks and i nf or mat i on t o wher e t he Cont r act or can ascer t ai n t he weat her

SECTI ON 01 11 00 Page 3 condi t i ons t hat coul d be encount er ed at t he pr oj ect l ocat i on. The i nf or mat i on pr ovi ded does not pr ecl ude t he Cont r act or f r om assessi ng and schedul i ng f or adver se weat her .

1. 6. 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. 6. 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 Naval , 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. 6. 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. 6. 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. 7 CONTRACTOR ACCESS AND USE OF PREMI SES

I t shoul d be r ecogni zed t he r equi r ement s f or secur i t y and base access var i es bet ween bases as wel l as bet ween var i ous l ocat i ons wi t hi n i ndi v i dual bases. I t i s i ncumbent on t he Cont r act or t o ascer t ai n t he cur r ent secur i t y and base access r equi r ement s appr opr i at e t o t he pr oj ect l ocat i on and i ncor por at e t he cost , i f any, f or compl i ance t o sai d r equi r ement s i nt o Cont r act or ' s pr oposal . Lack of knowl edge of cur r ent r equi r ement s does not const i t ut e a basi s f or an adj ust ment t o t he cont r act .

Ensur e t hat Cont r act or per sonnel empl oyed on t he act i v i t y become f ami l i ar wi t h and obey act i v i t y r egul at i ons i ncl udi ng saf et y, f i r e, t r af f i c and secur i t y r egul at i ons. Keep wi t hi n t he l i mi t s of t he wor k and avenues of i ngr ess and egr ess. Wear har d hat s i n desi gnat ed ar eas. Do not ent er any r est r i c t ed ar eas unl ess c l ear ed by t he Cont r act i ng Of f i cer .

1. 7. 1 MARI NE CORPS SUPPORT FACI LI TY - BLOUNT I SLAND ( MCSF- BI ) ENTRY CONTROL

REGULATIONS

1. 7. 1. 1 Access

Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and ( MCSF- BI ) i s begi nni ng t he pr ocess of t r ansi t i oni ng t o a new Physi cal Access Cont r ol Syst em, t he Def ense Bi omet r i c I dent i f i cat i on Syst em ( DBI DS) . DBI DS i s t he Mar i ne Cor ps

SECTI ON 01 11 00 Page 4

Ent er pr i se Access Cont r ol Sol ut i on t hat meet s t he USMC- mandat ed vet t i ng r equi r ement s. The DBI DS cr edent i al / pass i s no cost t o t he t hose r equi r i ng access t o MCSF- BI f or of f i c i al busi ness.

Cont act or s & vendor s wi l l t r ansi t i on f r om usi ng a RAPI DGat e cr edent i al t o a DBI DS cr edent i al / pass by Sept ember 30, 2018. The t r ansi t i on wi l l be f aci l i t at ed by Pass & I D/ Vehi c l e Regi st r at i on ( Bl dg. 110) .

EFFECTI VE OCTOBER 1, 2018, ALL CONTRACTORS & VENDORS MUST BE I N POSSESSI ON

OF A DBI DS CREDENTI AL/ PASS THAT I S AUTHENI CATED FOR MARI NE CORPS SUPPORT

FACI LI TY BLOUNT I SLAND ACCESS

Al l cont r act or s and vendor s r equi r e sponsor shi p t o come aboar d MCSF- BI .

Bef or e bei ng gr ant ed access aboar d MCSF- BI , cont r act or s and vendor s ar e r equi r ed t o possess a DBI DS cr edent i al / pass. The DBI DS cr edent i al / pass ver i f i es t hat t he cont r act or or v i s i t or has of f i c i al busi ness on MCSF- BI , and t hat an Aut hor i zed Gover nment Sponsor has sponsor ed t hem aboar d MCSF- BI .

The pr ocess t o obt ai n access t o MCSF- BI r emai ns t he same f or cont r act or s and vendor s excl udi ng t he Rai dGat e st eps, as i l l ust r at ed i n det ai l wi t hi n CmdO 5560. 1E ( see i nst al l at i on sponsor f or addi t i onal i nf or mat i on) .

To expedi t e t he t r ansi t i on, DBI DS pr e- enr ol l ment i s encour aged.

Pr e- enr ol l ment i s avai l abl e at :

https://dbids-global.dmdc.mil/enroll#!/

NOTE: Pr e- enr ol l ment i s cur r ent l y onl y possi bl e i f an i ndi v i dual sponsor can be i dent i f i ed. Vi s i t or s ar e r equi r ed t o ent er t hei r sponsor s name, phone number & emai l addr ess when pr e- enr ol l i ng i n DBI DS.

I nst al l at i on access wi l l be deni ed i f i t i s det er mi ned per sonnel r equest i ng access ar e wi t hi n i n one of t he f ol l owi ng cat egor i es.

1. On a Nat i onal Ter r or i st Wat ch Li st ,

2. I l l egal l y pr esent i n t he Uni t ed St at es,

3. The subj ect t o an out st andi ng war r ant or cr i mi nal summons,

4. Has knowi ngl y submi t t ed an empl oyment quest i onnai r e wi t h f al se or f r audul ent i nf or mat i on,

5. Has been i ssued a debar ment or der and i s cur r ent l y banned f r om any mi l i t ar y i nst al l at i on,

6. A pr i soner on a wor k- r el ease pr ogr am or cur r ent l y on f el ony pr obat i on/ par ol e,

7. A r egi st er ed sexual of f ender ,

8. I s pendi ng any f el ony char ges,

9. Has been convi ct ed of any f el ony wi t hi n t he l ast 10 year s,

10. Has mul t i pl e ( t hr ee or mor e) mi sdemeanor cr i mi nal of f enses t o i ncl ude dr ug, v i ol ence and weapons of f enses.

1. 7. 1. 2 No Smoki ng Pol i cy

Smoki ng i s pr ohi bi t ed wi t hi n and out s i de of al l bui l di ngs on i nst al l at i ons under t he cogni zance of NAVFAC Sout heast except i n desi gnat ed smoki ng ar eas. Thi s appl i es t o exi st i ng bui l di ngs, bui l di ngs under const r uct i on and bui l di ngs under r enovat i on. Di scar di ng t obacco mat er i al s ot her t han i nt o desi gnat ed t obacco r ecept acl es i s consi der ed l i t t er i ng and i s subj ect t o f i nes. The Cont r act i ng Of f i cer wi l l i dent i f y desi gnat ed smoki ng ar eas.

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1. 7. 1. 3 Cel l Phone Usage

Cel l phone usage on MCSF- BI whi l e dr i v i ng i s st r i c t l y pr ohi bi t ed and vi ol at or s wi l l be t i cket ed. The Cont r act or shal l make sur e al l empl oyees and t hose of subcont r act or s ar e awar e of t hi s r est r i c t i on.

1. 7. 1. 4 Secur i t y Requi r ement s

Compl y wi t h al l Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and secur i t y i nst r uct i ons and di r ect i ves.

1. 8 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. 8. 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 f or MARI NE CORPS SUPPORT

FACI LI TY - BLOUNT I SLAND AND DAYSON I SLAND DREDGE MATERI AL PLACEMENT

FACI LI TY ( DMPF) .

1. 8. 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. 8. 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 s t 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, SECTI ON 01 11 00 Page 6 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. 9 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 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.

1. 10 EXI STI NG WORK

I n addi t i on t o " FAR 52. 236- 9, Pr ot ect i on of Exi st i ng Veget at i on, St r uct ur es, Equi pment , Ut i l i t i es, and I mpr ovement s" :

a. Remove or al t er exi st i ng wor k i n such a manner as t o pr event i nj ur y or damage t o any por t i ons of t he exi st i ng wor k whi ch r emai n.

b. Repai r or r epl ace por t i ons of exi st i ng wor k whi ch have been al t er ed dur i ng const r uct i on oper at i ons t o mat ch exi st i ng or adj oi ni ng wor k, as appr oved by t he Cont r act i ng Of f i cer . At t he compl et i on of oper at i ons, exi st i ng wor k shal l be i n a condi t i on equal t o or bet t er t han t hat whi ch exi st ed bef or e new wor k st ar t ed.

1. 11 ENTRY CONTROL PROCEDURES APPENDI X

SECTI ON 01 11 00 APPENDI X A - - Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and Command Or der Ent r y Cont r ol Pr ocedur es ( CmdO 5560. 1E) ( 34 PAGES) .

1. 12 HI STORI C SI LL CONSTRUCTI ON PHOTOGRAPHS

SECTI ON 01 11 00 APPENDI X B ( 14 PAGES) .

1. 13 CONSTRUCTI ON WORKER AUTHORI ZATI ON CONDI TI ONS

See SECTI ON 01 11 00 APPENDI X C ( 7 PAGES) .

SECTI ON 01 11 00 Page 7

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 8

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Figure 1- Sill in construction, looking from Berth 1 towards Berth 2

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Figure 2- Sill in construction, looking from Berth 1 towards Berth 2

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Figure 3- Sill in construction

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Figure 4- Sill in construction, looking from Berth 2 towards Berth 1

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Figure 5- Sill in construction, aerial overview

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Figure 6- Sill in construction, looking from Berth 2 towards Berth 1

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Figure 7- Sill in construction, looking in the direction of Berth 1

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Figure 8- Coffer dam and dewatering of the channel for sill construction

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Figure 9- Coffer dam and dewatering of the channel for sill construction

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Figure 10- Coffer dam and dewatering of the channel for sill construction

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Figure 11- Coffer dam and dewatering of the channel for sill construction

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Figure 12- Coffer dam and dewatering of the channel for sill construction

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Figure 13- Coffer dam and dewatering of the channel for sill construction

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Figure 14- Sill vertical bars visible above the fill.

SECTION 01 11 00 APPENDIX C

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From:

To:

Commander

UNITED STATES MARINE CORPS

MARINE CORPS SYSTEMS COMMAND

2200 LESTER STREET

QUANTICO, VA 22134-6010

IN REPLY REFER TO:

PMM-152/189

17 Apr 19

Commanding Officer, Marine Corps Support Facility Blount Island, 5880 Channel View Blvd, Jacksonville, FL 32226-

Subj: - - -K18 CONSTRUCTION WORKER AUTHORIZATION REQUEST·-·Tu---REMOVK --- - ----------- ------ ------ - --

CONCRETE SILL AT MARINE CORPS SUPPORT FACILITY BLOUNT

ISLAND [EES PORTAL V3 ID# 2649]

Ref: (a) MCO 8020.10

(b) CO MCSF Blount Island ltr 8020 90 of 4 Apr 19

(c) NAVSEA OP 5 Volume I

1. Per reference (a), and in response to reference (b), a construction worke'r authorization (CWA) is approved to allow construction personnel to partially demolish the reinforced sill, in the slipway and stage construction equipment at Berths 3 and 5. This CWA will remain in effect from the date of this letter thru completion of the sill demolition project. The following criteria pertains to this project:

a. All safety precautions identified in reference (b) will be adhered to.

b. Authorization is granted for construction workers to conduct work within Kl8 ILD arcs from nearby potential explosion sites; however, work schedules must be coordinated to minimize the exposure of construction workers at less than Kl8 ILD.

c. Occupants of any construction trailers near the job site must be directly involved with the project construction.

Administrative personnel are not permitted in job site trailers and must be located outside of all installation inhabited building distance arcs. Any windows utilized in construction trailers must meet the criteria of reference (c), paragraph 8- 3.1.11.

SECTION 01 11 00 APPENDIX C Page 6

Subj: K18 CONSTRUCTION WORKER AUTHORIZATION REQUEST TO REMOVE

CONCRETE SILL AT MARINE CORPS SUPPORT FACILITY BLOUNT

ISLAND [EES PORTAL V3 ID# 2649]

d. All personnel involved in construction on this project must be indoctrinated on explosives safety and Hazards of

Electromagnetic Radiation to Ordnance concerns at the installation, including regulations governing cell phone use.

e. Permits for any h.ot work related to this project must be coordinated with the installation's Explosives Safety Office and

Fire Department, in accordance with reference (c), paragraph

4-1.15.

f. This authorization does not constitute authority to begin construction of any new facilities, and an update to the current Safety Assessment for Explosives Risk site approval request must be submitted for review and approval, subsequent to receipt of actual design and construction specifications.

2. The construction contractor must be informed and acknowledge there will be increased risk to construction equipment staged at

Berths 3 and 5 during loading and unloading operations.

3. The point of contact at this Command is Michael James, Environmental and Explosives Safety Branch, Program Manager for

Ammunition, Marine Corps Systems Command, at DSN: 378-8780, commercial: (703) 432-8780, email: michael.a.james2@usmc.mil.

//d--Uk_

WARREN C. CLARE

By direction

SECTION 01 11 00 APPENDIX C Page 7

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

1. 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 Pr epar at or y Wor k ( Li ne I t em 0001)

1. 4. 2 Si l l St r uct ur e Removal ( Li ne I t em 0002)

1. 4. 3 Envi r onment al Moni t or i ng ( Li ne I t em 0003)

1. 5 UNI T PRI CE PAYMENT I TEMS

1. 5. 1 St andby Ti me ( Li ne I t em 0004)

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

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

1. 5. 2 I nt er i m Demobi l i zat i on and Mobi l i zat i on ( Li ne I t em 0005)

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

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

1. 5. 3 Par t ner i ng Regr oup ( Li ne I t em 0006)

1. 5. 3. 1 Payment

1. 5. 3. 2 Measur ement

1. 5. 3. 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

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

SECTI ON 01 22 00 Page 1

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 2 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.

SD- 07 Cer t i f i cat es

Request f or Pr ogr ess Payment ; G, RO

Submi t mont hl y i n accor dance wi t h subpar agr aph " Request i ng Pr ogr ess Payment " bel ow.

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 Pr epar at or y Wor k ( 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 pr epar at or y wor k 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 PREPARATORY WORK of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 4. 2 Si l l St r uct ur e Removal ( Li ne I t em 0002)

a. Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o oper at i ons necessar y f or r emoval and di sposal of t he r ei nf or ced concr et e s i l l s t r uct ur e t o t he l i nes and gr ades i ndi cat ed on t he dr awi ngs, i ncl udi ng excavat i on ar ound t he concr et e s i l l s t r uct ur e deemed necessar y by t he Cont r act or f or access, 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

SECTI ON 01 22 00 Page 3 cont r ol ; and debr i s r emoval . See Sect i ons 02 41 00 DEMOLI TI ON and 35 20 23

DREDGING.

b. I nsof ar as consi st ent wi t h t he par agr aph FI NAL EXAMI NATI ON OF WORK of Section 02 41 00 DEMOLI TI ON, mont hl y par t i al payment s wi l l be based on appr oxi mat e s i l l por t i ons r emoved as det er mi ned by soundi ngs and sweepi ngs and qual i t y assur ance di ver i nspect i ons per f or med by t he Gover nment .

c. Hydr ogr aphi c sur veys and qual i t y assur ance di ver i nspect i ons f or f i nal accept ance of wor k 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.

1. 4. 3 Envi r onment al Moni t or i ng ( Li ne I t em 0003)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o envi r onment al moni t or i ng, i ncl udi ng endanger ed speci es moni t or i ng, bi r d moni t or i ng and pr ot ect i on, t ur bi di t y moni t or i ng and wat er qual i t y sampl i ng at t he wei r out f al l . See Sect i ons 01 57 20 ENVI RONMENTAL PROTECTI ON and

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

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 St andby Ti me ( Li ne I t em 0004)

1. 5. 1. 1 Payment

St andby t i me i s def i ned as when t he pl ant and equi pment 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 yet r emai ns on- si t e. St andby t i me wi l 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 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 . 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. See Sect i on 01 57 20 ENVI RONMENTAL

PROTECTION.

1. 5. 1. 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/ 10 hour i ncr ement s, or 6 mi nut e i nt er val 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 Of f i cer or t he Admi ni st r at i ve Cont r act i ng

SECTI ON 01 22 00 Page 4

Officer.

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

Hour.

1. 5. 2 I nt er i m Demobi l i zat i on and Mobi l i zat i on ( Li ne I t em 0005)

1. 5. 2. 1 Payment

a. I nt er i m Demobi l i zat i on and Mobi l i zat i on i s def i ned as when t he s i l l r emoval pl ant and equi pment demobi l i zes f r om t he s i t e t o al l ow f or naval vessel movement or speci al l oadi ng/ unl oadi ng oper at i ons, and r et ur ns t o t he s i t e 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 . Thi s l i ne i t em wi l l be ut i l i zed onl y t o al l ow f or ar r i val , speci al l oadi ng/ unl oadi ng oper at i ons, and depar t ur e of naval vessel s or ot her condi t i ons as det er mi ned by t he Cont r act i ng Of f i cer .

Payment under t hi s l i ne i t em wi l l be f or al l cost s i ncur r ed begi nni ng wi t h cessat i on of wor k t hr ough secur i ng equi pment and r emoval f r om t he s i t e, t empor ar y ber t hi ng, mobi l i zat i on t o t he s i t e and set - up of equi pment .

Payment under t hi s l i ne i t em wi l l cease upon r esumpt i on of wor k. Thi s l i ne i t em i s not af f or ded f or del ays caused by adver se weat her condi t i ons.