19B0010Volume2Specs.pdf

W912EP19B0010

Jacksonville District

Flood Control and Coastal Emergency, Shore Protection Project, Beach Renourishment, Gasparilla Island

Lee County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

FCCE, Shor e Pr ot ect i on Pr oj ect , Beach Renour i shment Gaspar i l l a I s l and, Lee 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 05 DREDGI NG/ BEACH FI LL PLACEMENT - CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 57 20 ENVI RONMENTAL PROTECTI ON

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

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

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

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

35 20 25 BEACH FI LL

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

ULLAGE PROFI LE

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

HYDRAULI C DREDGE

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

PROJECT TABLE OF CONTENTS Page 1

Designation: PC 102

PID: BBCF70

Stamping: PC 102 2009 Setting: Massive retaining walls Description: Located near the southern end of Boca Grande, Lee County, Florida. Mark is located near residence at 801 Belcher Road, 47.5 feet north northeast of block post of house no. 801, 17.8 feet southeast of corner of 2-foot wide seawall, 33.5 feet northwest of corner of seawall, and

99.8 feet west southwest of the center of closest pier cross tie. Disk is set flush in top of concrete seawall.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - 872 5577 E

PID - DL7346

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: 5577 E 2008

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - August 10, 2008 ROD/PIPE-DEPTH: 24.1 meters

STATION DESCRIPTION BY FL DEPT OF ENV PRO 2008 (BPJ)

THE MARK IS 2.0 MI SOUTH OF BOCA GRANDE.

TO REACH THE MARK FROM THE TOLL BOOTH ON BOCA GRANDE CAUSEWAY ABOUT 0.4 MI

SOUTHWEST OF PLACIDA, GO SOUTH ON BOCA GRANDE CAUSE WAY FOR 5.8 MI TO THE

INTERSECTION OF FIFTH STREET. TURN RIGHT ON FIFTH STREET AND GO WEST FOR 0.1

MI TO THE INTERSECTION OF GILCHRIST AVENUE. TURN LEFT ON GILCHRIST AVENUE

(BECOMING GULF BOULEVARD) AND GO SOUTH FOR 2.25 MI TO THE BOCA GRANDE PASS

STATE PARK MAIN ENTRANCE GATE. CONTINUE SOUTH THROUGH THE GATE FOR ABOUT

100.0 FT TO A PARKING LOT ENTRANCE ON THE RIGHT AND THE MARK ON THE RIGHT, A

STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 79.2 FT WITH A NATIONAL

GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE PARKING

LOT, THE DATUM POINT IS RECESSED 0.5 FT BELOW THE LEVEL OF THE NATIONAL

GEODETIC SURVEY LOGO CAP.

LOCATED 84.0 FT WEST OF THE APPROXIMATE CENTERLINE OF GULF BOULEVARD, 22.5 FT

SOUTH OF THE APPROXIMATE CENTERLINE OF THE PARKING LOT ENTRANCE DRIVE, 1.8 FT

EAST OF A WOODEN POWER POLE AND 1.7 FT EAST OF A CARSONITE WITNESS POST.

NOTE: A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO CAP.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NATIONAL GEODETIC

SURVEY LOGO CAP.

SECTION 00 31 21 Page 2

DESIGNATION - 12 81 A 15

PID - AG7797

STATE/COUNTY- FL/LEE

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: 12 81 A15

MARK LOGO: FLDNR

PROJECTION: RECESSED 5 CENTIMETERS

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

SATELLITE OBSERVATIONS - December 22, 2016

STATION DESCRIPTION BY FL DEPT OF NAT RES 1984

IN BOCA GRANDE...BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY

ROAD 771) TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO

THE INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE

JUNCTION OF GILCHRIST AVENUE, GO 0.4 MILE SOUTH ON GILCHRIST AVENUE (BECOMES

GULF BOULEVARD) TO THE MARK. THE MARK BEARS 19.5 FEET EAST-SOUTHEAST OF THE

CENTERLINE OF THE SOUTHBOUND LANE OF GILCHRIST AVENUE, 20 FEET NORTH-

NORTHEAST OF THE SOUTH END OF THE MEDIAN, 24.5 FEET WEST-NORTHWEST OF THE

CENTERLINE OF THE NORTHBOUND LANE OF GILCHRIST AVENUE, 166 FEET SOUTHWEST OF

THE JUNCTION OF 1ST STREET WITH GILCHRIST AVENUE, AND 1 FOOT SOUTH OF A

WITNESS POST.

STATION RECOVERY NOTE BY CARDNO INC 2016 (JNH)

RECOVERED AS DESCRIBED.

SECTION 00 31 21 Page 3

DESIGNATION - 12 81 A 15 (CONTINUED)

SECTION 00 31 21 Page 4

DESIGNATION - 1010

PID - N/A

STATE/COUNTY- FL/LEE

* * * AND * * *

DESIGNATION - 1011

PID - N/A

STATE/COUNTY- FL/LEE

NO DESCRIPTIVE TEXT

SECTION 00 31 21 Page 5

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 of the Gulf of Mexico which are mixed (diurnal and semi-diurnal). The project area is also subject to storm surges from hurricanes and tropical storms from June through November. Surges from extratropical storms may affect the area during any time of the year.

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

All datum elevations in this table are referred to mean lower low water (MLLW) and also reference the 1983-2001 tidal epoch. These datums are based on values from tide station 8725541 located 7 miles east of the project area at Bokeelia, Charlotte Harbor, FL from the analysis period of 06/01/1989 to 07/31/1989 and from tide station 8725667 located 6 miles northeast of the project area at Placida, Gasparilla Sound, FL from 08/01/1977 to 12/31/1977.

These tide stations were 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:

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

Tide Station 8725541 (Bokeelia, Charlotte Harbor, FL) Lat 26° 42.4’N, Lon 82° 9.8’W

Mean Higher High Water (MHHW) = 1.72 Feet Mean High Water (MHW) = 1.57 Feet North American Vertical Datum 1988 (NAVD) = 1.62 Feet Mean Sea Level (MSL) = 0.92 Feet Mean Tide Level (MTL) = 0.90 Feet Mean Low Water (MLW) = 0.23 Feet Mean Lower Low Water (MLLW) = 0.00 Feet

Tide Station 8725667 (Placida, Gasparilla Sound, FL) Lat 26° 50’N, Lon 82° 15.9’W

Mean Higher High Water (MHHW) = 1.40 Feet Mean High Water (MHW) = 1.17 Feet North American Vertical Datum 1988 (NAVD) = 1.27 Feet Mean Sea Level (MSL) = 0.78 Feet Mean Tide Level (MTL) = 0.77 Feet Mean Low Water (MLW) = 0.36 Feet Mean Lower Low Water (MLLW) = 0.00 Feet https://tidesandcurrents.noaa.gov/stations.html?type=Datums

SECTION 00 33 50 Page 2

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

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 5, Gulf of Mexico, Puerto Rico and Virgin Islands, U.S.

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts. It also provides miscellaneous meteorological data. This publication is available through NOAA. This publication is available at the following website:

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 (#73285) lies approximately 2 miles west of the Gasparilla Island project segment.

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 5 meters (16 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.

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

SECTION 00 33 50 Page 3

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.

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The Punta Gorda 4 ESE Station, located in Port Charlotte, Florida, is the closest NOAA rain gage in proximity to the project location. Summary of Monthly Normals is provided over the period of record from 1981 through 2010. This station is located at latitude 26.91463°N, longitude 81.99682°W and data can be accessed through:

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

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 Lee Count y Shor e Pr ot ect i on Pr oj ect , Gaspar i l l a I s l and, Lee Count y, Fl or i da

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

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

The wor k i ncl udes r enour i shi ng appr oxi mat el y 1. 4 mi l es of shor el i ne on t he nor t h r each and appr oxi mat el y 0. 4 mi l e of shor el i ne on t he sout h r each.

The bor r ow ar ea i s l ocat ed i n t he shoal t o t he nor t h of Boca Gr ande Pass.

Pr oj ect wor k al so i ncl udes, but i s not l i mi t ed t o, beach t i l l i ng, pi pel i ne cor r i dor har dbot t om mappi ng, const r uct i on/ v i br at i on cont r ol and moni t or i ng, t ur bi di t y moni t or i ng, envi r onment al speci es moni t or i ng, beach f i l l r emedi at i on and i nci dent al r el at ed wor k. The use of hopper dr edges i s prohibited.

1. 2. 2 Location

The wor k shal l be l ocat ed at Gaspar i l l a I s l and i n Lee Count y, Fl or i da.

Ref er t o cont r act dr awi ngs f or exact l ocat i on.

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

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. 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 Const r uct i on/ Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0009)

1. 4. 3 Tur bi di t y Moni t or i ng ( Li ne I t em 0010)

1. 4. 4 Envi r onment al Speci es Moni t or i ng ( Li ne I t em 0011)

1. 5 UNI T PRI CE PAYMENT I TEMS

1. 5. 1 Beach Fi l l ( Li ne I t ems 0002 and 0003)

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

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

1. 5. 2 Remedi at i on of Noncompl i ant Mat er i al ( Li ne I t em 0004)

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

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

1. 5. 3 Scr eeni ng of Unaccept abl e Mat er i al ( Li ne I t em 0005)

1. 5. 3. 1 Payment

1. 5. 3. 2 Measur ement

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

1. 5. 4 Removal of Unaccept abl e Mat er i al ( Li ne I t em 0006)

1. 5. 4. 1 Payment

1. 5. 4. 2 Measur ement

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

1. 5. 5 Beach Ti l l i ng ( Li ne I t ems 0007 and 0008)

1. 5. 5. 1 Payment

1. 5. 5. 2 Measur ement

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

1. 5. 6 St andby Ti me ( Li ne I t em 0012)

1. 5. 6. 1 Measur ement and Payment

1. 5. 6. 2 Uni t of Measur e

1. 5. 7 Par t ner i ng Regr oup ( Li ne I t em 0013)

1. 5. 7. 1 Payment

1. 5. 7. 2 Measur ement

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

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

SECTI ON 01 22 00 Page 1

3. 1 PAYMENT PROCEDURES

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

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

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

SECTI ON 01 22 00 Page 2

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

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

SECTI ON 01 22 00 Page 3

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 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 and est abl i shment of i ni t i al pr oj ect management and coor di nat i on. See Cl ause PAYMENT FOR MOBI LI ZATI ON AND DEMOBI LI ZATI ON of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 4. 2 Const r uct i on/ Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0009)

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 pr ot ect i on of ex i st i ng st r uct ur es f r om const r uct i on act i v i t i es and moni t or i ng. See Sect i on 02 22 13 VI BRATI ON MONI TORI NG REQUI REMENTS FOR

EXI STI NG STRUCTURES.

1. 4. 3 Tur bi di t y Moni t or i ng ( Li ne I t em 0010)

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. 4 Envi r onment al Speci es Moni t or i ng ( Li ne I t em 0011)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o speci es moni t or i ng r equi r ed i n Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON, i ncl udi ng moni t or i ng of har dbot t om/ r eef communi t i es and oper at i onal box f or

SECTI ON 01 22 00 Page 4 pr ot ect i on of har dbot t om/ r eef communi t i es; per f or mi ng condi t i on sur veys and moni t or i ng of har dbot t om/ r eef communi t i es t o l ocat e and ver i f y each pi pel i ne cor r i dor ; upl and moni t or i ng of shor ebi r ds; manat ee obser ver ( c l amshel l dr edge) ; and moni t or i ng sea t ur t l es.

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 Beach Fi l l ( Li ne I t ems 0002 and 0003)

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 bar r i cades and s i gns, debr i s r emoval , pi pel i ne cr ossi ng r amps and wal kways, excavat i on and t r anspor t at i on of beach f i l l , const r uct i ng t he beach pr of i l e and f i nal dr essi ng; escar pment s; noi se cont r ol ; di ve r epor t s; i nst al l at i on, oper at i on, or mai nt enance of t he el ect r oni c posi t i onal moni t or i ng equi pment and condi t i on sur veys. See Sect i ons

01 57 20 ENVI RONMENTAL PROTECTI ON, 01 57 25 TURBI DI TY AND DI SPOSAL

MONI TORI NG, and 35 20 25 BEACH FI LL.

b. I n addi t i on t o t he above, payment wi l l be made f or i n- pl ace beach f i l l t o t he t ol er ance l i ne i ndi cat ed on bot h ber m and sl ope.

Payment quant i t i es wi l l be det er mi ned by t he Gover nment usi ng aver age end ar ea met hod of cal cul at i on, except i n l ocat i ons wher e a Const r uct i on Basel i ne ( CBL) Poi nt s of I nt er sect i on ( PI ) exi st i ng bet ween t wo st at i ons and at t he end t aper s/ t r ansi t i ons. At t hese t wo l ocat i ons, Di gi t al Ter r ai n Model ( DTM) sur f ace- t o- sur f ace met hod of cal cul at i on shal l be used. When beach f i l l i s pl aced above t he s l ough zone t o compensat e f or wave act i on, payment wi l l be based on a cut and f i l l cal cul at i on. No payment wi l l be made f or mat er i al pl aced i n excess of t he t ol er ance t empl at e A( T) i ndi cat ed on t he dr awi ngs.

1. 5. 1. 2 Measurement

a. The maps and/ or dr awi ngs al r eady pr epar ed ( c l ause CONTRACT DRAWI NGS, MAPS, AND SPECI FI CATI ONS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1) ar e bel i eved t o r epr esent accur at el y t he exi st i ng condi t i ons at t he t i me t he sur veys wer e per f or med, but t he dept hs and el evat i ons shown t her eon may be ver i f i ed and cor r ect ed by el evat i ons and soundi ngs t aken bef or e commenci ng t he wor k. 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 us i on, f r aud, or obvi ous er r or .

b. Beach f i l l sat i sf act or i l y pl aced wi l l be measur ed f or payment by use of t he aver age end ar ea met hod and Di gi t al Ter r ai n Model ( DTM)

SECTI ON 01 22 00 Page 5 sur f ace- t o- sur f ace di f f er ence met hod at t he r espect i ve l ocat i ons st at ed i n subpar agr aph " Payment " above. The quant i t i es wi l l be comput ed by t he Gover nment i n accor dance wi t h c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. Measur ement of quant i t y pl aced f or pay pur poses wi l l be based on or i gi nal and f i nal sur f aces made on t he sect i on or r each i ndi cat ed on t he dr awi ngs. The Cont r act or shal l gi ve 3 cal endar 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 t o per f or m t he or i gi nal and f i nal sur veys. Qual i t y Cont r ol Sur veys shal l be t he r esponsi bi l i t y of t he Cont r act or . 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 measur ement of t he i n- pl ace beach f i l l and i n accor dance wi t h c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

c. I n accor dance wi t h c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1, t he Gover nment wi l l per f or m pr e- and post - const r uct i on t opogr aphi c sur vey at 100- f oot s t at i ons wi t h el evat i ons t aken at 10- f oot r ange i nt er val s f r om t he basel i ne t o t he t oe s l ope el evat i on. An addi t i onal cr oss sect i on shal l be col l ect ed at CBL PI ' s al ong a l i ne bi sect i ng t he angul ar di f f er ence of l i nes t angent t o t he i ncomi ng and out goi ng CBL and ever y 50 f eet wi t hi n t he end t aper s/ t r ansi t i ons. I n or der t o achi eve f i nal gr ade i n s l ough zone, Cont r act or shal l pl ace mat er i al t o f i nal gr ade wi t hi n t ol er ance f or ent i r e s l ope or may st ockpi l e beach f i l l up- sl ope of s l ough zone.

Af t er st ockpi l ed beach f i l l i s measur ed f or payment , t he Cont r act or shal l shape sl ope t o wi t hi n t he r equi r ed and t ol er ance gr ades f r om t op of s l ope t o wat er l i ne pr oduci ng a smoot h uni f or m s l ope. Once post - const r uct i on sur vey i s per f or med, no measur ement s wi l l be r evi sed except on suspi c i on of f r aud or obvi ous er r or .

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

Cubi c yar d.

1. 5. 2 Remedi at i on of Noncompl i ant Mat er i al ( Li ne I t em 0004)

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 r emedi at i on of noncompl i ant mat er i al f ound on t he beach f i l l t empl at e and det er mi ned by t he Cont r act i ng Of f i cer t o have or i gi nat ed f r om wi t hi n t he bor r ow ar ea onl y. Remedi at i on pr ocedur es f or noncompl i ant mat er i al ar e i ndi cat ed i n par agr aph QUALI TY CONTROL FOR BEACH FI LL of Sect i on 35 20 25 BEACH FI LL.

No payment wi l l be made f or r emedi at i on of noncompl i ant mat er i al r esul t i ng f r om over excavat i on or excavat i on out s i de t he l i mi t s of t he bor r ow ar ea.

I f per f or mance of t hi s l i ne i t em i s not r equi r ed or i mpl ement ed per t he NOTES i n Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE, no payment wi l l be made t o t he Cont r act or f or t hi s l i ne i t em.

1. 5. 2. 2 Measurement

Remedi at i on of noncompl i ant mat er i al wi l l be measur ed f or payment by t he act ual ar ea of noncompl i ant mat er i al bl ended wi t h adj acent mat er i al t o t he t ent h ( 0. 1) of an acr e. The est i mat ed vol ume i n Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE i s pr ovi ded f or bi ddi ng pur poses onl y.

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

Acre.

SECTI ON 01 22 00 Page 6

1. 5. 3 Scr eeni ng of Unaccept abl e Mat er i al ( Li ne I t em 0005)

1. 5. 3. 1 Payment

I n pl ace payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o scr eeni ng of i n pl ace unaccept abl e mat er i al as det er mi ned by t he Cont r act i ng Of f i cer t o have or i gi nat ed f r om t he bor r ow ar ea onl y. Scr eeni ng of unaccept abl e mat er i al shal l be of t he Cont r act or ' s desi gn t o ensur e t he qual i t y of beach f i l l as speci f i ed i n par agr aph QUALI TY CONTROL FOR BEACH FI LL of Sect i on 35 20 25 BEACH FI LL. No payment wi l l be made f or scr eeni ng of unaccept abl e mat er i al r esul t i ng f r om over excavat i on or excavat i on out s i de t he l i mi t s of t he bor r ow ar ea. 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 item.

1. 5. 3. 2 Measurement

Scr eeni ng of unaccept abl e mat er i al wi l l be measur ed f or payment by t he vol ume scr eened. The est i mat ed vol ume i n Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE i s pr ovi ded f or bi ddi ng pur poses, and assumes t he ar ea t o be scr eened i s 10, 000 squar e f eet wi t h a 2. 7- f oot dept h of cut .

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

Cubi c Yar d.

1. 5. 4 Removal of Unaccept abl e Mat er i al ( Li ne I t em 0006)

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 r emoval of i n pl ace unaccept abl e mat er i al af t er i t has been scr eened f r om t he beach f i l l t empl at e and det er mi ned by t he Cont r act i ng Of f i cer t o have or i gi nat ed i n t he bor r ow ar ea. Removal pr ocedur es f or unaccept abl e mat er i al shal l be of t he Cont r act or ' s own desi gn and ensur e t he qual i t y of mat er i al pl aced.

No payment wi l l be made f or r emedi at i on of unaccept abl e mat er i al r esul t i ng f r om over excavat i on or excavat i on out s i de t he l i mi t s of t he bor r ow ar ea.

I f per f or mance of t hi s l i ne i t em i s not r equi r ed or i mpl ement ed per t he NOTES i n Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE, no payment wi l l be made t o t he Cont r act or f or t hi s l i ne i t em.

1. 5. 4. 2 Measurement

Removal of unaccept abl e mat er i al wi l l be measur ed f or payment by t he vol ume of t r ucki ng and di sposal . The est i mat ed vol ume i n Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE i s pr ovi ded f or bi ddi ng pur poses onl y.

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

Cubi c Yar d.

1. 5. 5 Beach Ti l l i ng ( Li ne I t ems 0007 and 0008)

1. 5. 5. 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 beach t i l l i ng. See Sect i on 35 20 25 BEACH FI LL.

SECTI ON 01 22 00 Page 7

1. 5. 5. 2 Measurement

Beach t i l l i ng wi l l be measur ed f or payment by t he act ual ar ea t i l l ed t o t he t ent h of a acr e.

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

Acre.

1. 5. 6 St andby Ti me ( Li ne I t em 0012)

1. 5. 6. 1 Measur ement and Payment

St andby t i me f or dr edgi ng wi l l be pai d f or each hour or par t ( r ounded t o near est quar t er hour ) t her eof t hat t he pl ant i s not i n oper at i on by r equest of t he Cont r act i ng Of f i cer or t he Cont r act i ng Of f i cer ' s Repr esent at i ve.

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

1. 5. 6. 2 Uni t of Measur e

Hour.

1. 5. 7 Par t ner i ng Regr oup ( Li ne I t em 0013)

1. 5. 7. 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. 7. 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. 7. 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 8

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 9

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 Access by Ot her 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

Dr af t Joi nt Ri sk Regi st er

Cont r act or shal l r equest a sampl e t empl at e f r om Cont r act i ng Of f i cer Repr esent at i ve or r ecei ve Gover nment appr oval f or a Cont r act or ' s t empl at e f or m pr i or t o submi ssi on.

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

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 Access by Ot her s

Mai nt ai n access t o power pol es and ot her i t ems owned or oper at ed by ut i l i t y compani es. Coor di nat e wi t h ut i l i t y compani es as r equi r ed f or l i ne mar ki ng, hookups, and r el ocat i ons as needed t o per f or m wor k. I ncomi ng el ect r i cal ut i l i t i es become t he r esponsi bi l i t y of Cont r act or at t r ansf or mer s.

Coor di nat e emer gency i nci dent r esponse wi t h l ocal l aw enf or cement and f i r e r escue aut hor i t i es.