Volume II_25BA015_PBC_Delray_Specifications .pdf

W912EP25BA0015

Jacksonville District

Beach Renourishment Delray Beach

Palm Beach County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Beach Renour i shment , Del r ay Beach Pal m Beach Count y, Fl or i da

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRI PTI ONS

00 33 50 WEATHER, WATER STAGE AND TI DE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PRI CE AND PAYMENT PROCEDURES

01 30 00 ADMI NI STRATI VE PROCEDURES

01 32 01 PROJECT SCHEDULE ( Al t er nat e)

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

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

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

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 55 26 TRAFFI C CONTROL

01 57 20 ENVI RONMENTAL PROTECTI ON

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

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

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

DREDGE

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

PROJECT TABLE OF CONTENTS Page 1

W912EP25BA0015 RTA

Designation: BOYNTON 101

PID: BBDZ70

Stamping: BOYNTON 101, 2014, JAX. DIST.

Stability: May hold, commonly subject to ground movement

Setting: Object surrounded by mass of concrete Description: Station is in Boynton Beach, Florida in the vicinity of Boynton Inlet, on the northern side of Boynton Inlet. Station is set in the concrete sidewalk leading along the jetty/fishing pier, 2.8' E of the western side of a concrete sidewalk. 2.7' W of the eastern side of a concrete park bench. 2.8' S of the northern edge of the concrete sidewalk, and 15.9' N of the southern edge of the concrete sidewalk.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - 872 2706 J TIDAL

PID - AD8075

TIDAL BM - This is a Tidal Benchmark

STATE/COUNTY- FL/PALM BEACH

MARKER: TIDAL STATION DISK SET IN A CONCRETE STORM DRAIN

STAMPING: 2706 J 1986

MARK LOGO: NOS

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 07, 2013

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1986

1.4 MI NORTH FROM BOYNTON BEACH. BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1

AND N.E. 2ND AVENUE IN BOYNTON BEACH, GO 1.4 MILES NORTH ON U.S. 1 TO THE

MARK. THE MARK BEARS 23.3 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE

OF U.S. 1, 72.5 FEET SOUTH OF THE CENTERLINE OF THE SOUTH ENTRANCE TO

SHOOTERS RESTAURANT, 12 FEET NORTH OF POWER POLE “6-8111-7019-0-5” AND 275

FEET SOUTH OF THE CENTERLINE OF LAS PALMAS AVENUE.

THE MARK IS 1 FT ABOVE HIGHWAY.

STATION RECOVERY (2004)

RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)

NO LONGER A SHOOTERS CLUB OR ENTRANCE. REST OF DESCRIPTION GOOD.

STATION RECOVERY (2013)

RECOVERY NOTE BY GEOCACHING 2013 (RLM)

THE MARK IS SET IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE STORM DRAIN.

DESIGNATION - 872 2706 J TIDAL (CONTINUED NEXT PAGE)

SECTION 00 31 21 Page 2

DESIGNATION - 872 2706 J TIDAL (CONTINUED FROM PREVIOUS PAGE)

SECTION 00 31 21 Page 3

DESIGNATION - HAULOVER A

PID - N/A

STATE/COUNTY- FL/PALM BEACH

MARKER: BRONZE DISK SET IN THE SIDEWALK

STAMPING: HAULOVER-A 1991

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

LOCATED ON THE SIDEWALK ON THE WEST SIDE OF STATE ROAD A1A, 0.73 MILES SOUTH

OF THE BRIDGE OVER BOYNTON INLET AND 86 FEET NORTH OF THE APPARENT CENTERLINE

OF RIVER DRIVE.

MARK IS A FL-DEP DISK SET IN THE EDGE OF THE SIDEWALK.

DESIGNATION - HAULOVER A (CONTINUED NEXT PAGE)

SECTION 00 31 21 Page 4

DESIGNATION - HAULOVER A (CONTINUED FROM PREVIOUS PAGE)

SECTION 00 31 21 Page 5

DESIGNATION - 06 78 G02 A

PID - N/A

STATE/COUNTY- FL/PALM BEACH

MARKER: BRONZE DISK SET IN THE CONCRETE CURB

STAMPING: 06 78 G02-A 1991

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

LOCATED AT THE INTERSECTION OF BEACH WAY DRIVE AND OLD OCEAN BLVD SET IN THE

NORTHWEST CURB. 11 FEET WEST OF THE APPARENT CENTERLINE OF OLD OCEAN BLVD

AND 35 FEET NORTH OF THE APPARENT CENTERLINE OF BEACH WAY DRIVE.

MARK IS A FL-DEP DISK SET IN THE CURB.

DESIGNATION - 06 78 G02 A (CONTINUED NEXT PAGE)

SECTION 00 31 21 Page 6

DESIGNATION - 06 78 G02 A (CONTINUED FROM PREVIOUS PAGE)

SECTION 00 31 21 Page 7

DESIGNATION – C 234

TYPE: PRIMARY

STAMPING: C 234 1965

STATE/COUNTY: FL/PALM BEACH

MARKER: BENCHMARK DISK

MARK LOGO: CGS

PROJECTION: N/A

MAGNETIC: NO MAGNETIC MATERIAL

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

MOTION

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE

WINGWALL.

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS – June 14, 2022

DESCRIPTION: RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991

4.3 KM (2.7 MI) SOUTHERLY ALONG THE FLORIDA EAST

COAST RAILROAD FROM THE INTERSECTION OF WEST

ATLANTIC BOULEVARD (STATE HIGHWAY 806) IN DELRAY

BEACH, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE

WEST END OF THE NORTH CONCRETE WINGWALL OF A

RAILROAD BRIDGE SPANNING A CANAL, 7.0 M (23.0 FT)

WEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW

THE LEVEL OF THE TRACK.

RECOVERY: RECOVERY NOTE BY PICKETT AND ASSOCIATES 2022 (JF)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 8

SECTION 00 31 21 Page 9

DESIGNATION – J 402

TYPE: PRIMARY

STAMPING: J 402 1991

STATE/COUNTY: FL/PALM BEACH

MARKER: FLANGE-ENCASED ROD

MARK LOGO: NGS

PROJECTION: RECESSED 9 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: MOST RELIABLE AND EXPECTED TO HOLD

POSTION/ELEVATION WELL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS – DECEMBER 01, 2016

ROD DEPTH: 8.1 meters

DESCRIPTION: DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 IN

LANTANA, AT THE INTERSECTION OF THE FLORIDA EAST

COAST RAILROAD AND OCEAN AVENUE, 17.3 M (56.8 FT)

WEST OF THE WEST CURB OF U.S. HIGHWAY 1, 12.0 M

(39.4 FT) NORTH OF AND LEVEL WITH THE AVENUE

CENTERLINE, 8.7 M (28.5 FT) EAST OF THE NEAR

RAIL, 0.4 M (1.3 FT)SOUTH OF A RIGHT-OF-WAY POST,

AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.

NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-

INCH LOGO CAP.

RECOVERY: RECOVERY NOTE BY WANTMAN GROUP INC 2016 RECOVERED

IN GOOD CONDITION.

SECTION 00 31 21 Page 10

SECTION 00 31 21 Page 11

SECTION 00 31 21 Page 12

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wind, wave, and weather data are provided for inclusion in the subject project’s P&S. The water level datums provided here are for information only and are not for use in conjunction with any contract-related hydrographic surveying.

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

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and Table 1. These data are referenced to the North American Vertical Datum of 1988 (NAVD88), with tidal datums are referenced to the tidal epoch period of 1983 to 2001. Additional tidal data on stations in the vicinity of the subject project area can be found at the following website:

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

The elevations in Table 1 are taken from NOAA’s Tide Station 8722670 (Lake Worth Pier, Atlantic Ocean, FL) and are based on a controlling tide station near Port Canaveral, Florida (NOAA Tide Station 8721604).

These datums are based on a 6-year analysis from July 2010 to June 2012 and January 2013 to December 2016 from a gauge on the Atlantic Ocean alongside the Lake Worth Pier in Palm Beach County, FL, which is roughly 9.5 miles north of the project area.

Figure 1. NOAA Tide Stations in the Vicinity of Delray Beach, Florida https://tidesandcurrents.noaa.gov/map/index.html?region=Florida

SECTION 00 33 50 Page 2

Table 1. Datums from NOAA Station 8722670 (Lake Worth Pier, Atlantic Ocean, FL)

Location: 26° 36.8' N, 80° 2.1' W Analysis Period: July 2010 to June 2012 and January 2013 to December 2016

Datum Elevation (NAVD88)

Highest Observed Tide (11/10/2022) 2.83 Mean Higher-High Water (MHHW) 0.55 Mean High Water (MHW) 0.37 North American Vertical Datum of 1988 (NAVD88) 0.00 Mean Sea Level (MSL) -0.97 Mean Tide Level (MTL) -0.99 Mean Low Water (MLW) -2.35 Mean Lower-Low Water (MLLW) -2.51 Lowest Observed Tide (3/28/1971) -4.24

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

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

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

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

ii. U.S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database is a wave hindcast database for various stations located along the U.S. Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station ST63463 is in roughly 267 meters of water relative to the Mean Sea Level (MSL) datum (i.e., 875.8 ft-MSL) at 26° 25.2' N, 79° 55.2' W. This station lies approximately 9 miles east of the project site. Available data includes a hindcast time series of wave height, wave spread, wave period, wave and wind direction, and wind speed at 1-hour intervals for the 44-year period of January 1980 to January 2024. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: https://wisportal.erdc.dren.mil/.

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

https://www.ndbc.noaa.gov/.

https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html https://wisportal.erdc.dren.mil/ https://www.ndbc.noaa.gov/

SECTION 00 33 50 Page 3

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

i. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (https://www.ncdc.noaa.gov/cdo-web/) published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological data relevant to this region. Available data include quality-controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 15- to 30-year climate normals.

NOAA’s Climate Data Online website includes Monthly Normals (average values) for temperature, precipitation, and other climatological information over three periods: 1981-2010, 1991-2020, and 2006- 2020. NOAA’s Delray Beach 1.6 WSW, FL station (ID US1FLPB0061) is closest to the project area and lies roughly 3.0 miles west of the project site at 26° 26.5' N, 80° 6.6' W. The most applicable period for data at this site is likely 1991-2020 and is found at the following website:

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

https://www.ncdc.noaa.gov/cdo-web/ https://www.ncei.noaa.gov/maps/normals/

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

1. 2. 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. 3. 1 Wor k Rest r i ct i ons

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 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 USED)

PART 3 EXECUTI ON ( NOT USED)

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

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

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

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

GDR Geot echni cal Dat a Repor t f or Beach Renour i shment , Del r ay, Pal m Beach Count y, Fl or i da

EM 385- 1- 1 ( 2024) Saf et y and Occupat i onal Heal t h ( SOH) Requi r ement s

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

Thi s pr oj ect wi l l r enour i sh 2. 7 mi l es of shor el i ne i n Pal m Beach Count y, wi t hi n t he Ci t y of Del r ay Beach. Del r ay Beach Renour i shment i s l ocat ed bet ween Fl or i da Depar t ment of Envi r onment al Pr ot ect i on ( FDEP) Range Monument s R- 175 and R- 188a. The sand f or t he pr oj ect wi l l be sour ced f r om t wo of f shor e bor r ow ar eas l ocat ed appr oxi mat el y 0. 9 naut i cal mi l es nor t heast f r om t he mi dpoi nt of t he pl acement s i t e. Wor k al so i ncl udes but i s not l i mi t ed t o envi r onment al speci es moni t or i ng, sea t ur t l e t r awl i ng ( hopper dr edges onl y) , t ur bi di t y moni t or i ng, beach t i l l i ng, beach f i l l qual i t y cont r ol , scr eeni ng, and vi br at i on cont r ol and moni t or i ng.

1. 2. 2 Locat i on

The Del r ay Beach Renour i shment i s l ocat ed al ong t he east coast of Fl or i da i n t he sout her n por t i on of Pal m Beach Count y, i n t he c i t y of Del r ay Beach.

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. 3. 1 Wor k Rest r i ct i ons

Beach f i l l pl acement , gr adi ng, t i l l i ng or any ot her wor k or st or age on t he beach, known her ei n as beach f i l l wor k, i s not per mi t t ed dur i ng t he per i od f r om May 1st t hr ough Oct ober 31st .

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 Hydr ogr aphi c Sur veys

Hydr ogr aphi c sur veys ar e pr ovi ded on t he ehydr o web si t e:

ht t ps: / / www. ar cgi s. com/ apps/ opsdashboar d/ i ndex. ht ml #/ 4b8f 2ba307684cf 597617bf 1b6d2f 85d Sur vey number s ar e i ndi cat ed on t he dr awi ngs.

1. 6 LAYOUT OF WORK

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

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

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

The Gover nment has est abl i shed monument s al ong t he wor k s i t e( s) . Each monument i s r epr esent ed i n t he cont r act dr awi ngs by a Desi gnat i on and i n most cases, an al phanumer i c Per manent I dent i f i er ( PI D) . I nf or mat i on concer ni ng t he l ocat i on and el evat i ons can be f ound wi t hi n t he Sur vey Not es on t he pl an sheet s. The Sur vey Not es f or each i ncl uded f i el d sur vey

SECTI ON 01 11 00 Page 3 wi l l c i t e a par t i cul ar sur vey number , and speci f y t he cont r ol used t o conduct t hat sur vey. Addi t i onal i nf or mat i on i s i ncl uded i n t he Sur vey Not es t hat must be dupl i cat ed i f an at t empt t o r ecr eat e t he subj ect sur vey i s desi r ed.

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

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

1. 6. 2 Layout

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

1. 6. 3 Sur vey

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

The Cont r act i ng Of f i cer may r equi r e t hat wor k be suspended at any t i me when l ocat i on and l i mi t mar ks est abl i shed by t he Cont r act or ar e not r easonabl y adequat e t o per mi t checki ng of t he wor k.

1. 7 DAMAGE TO WORK

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

SECTI ON 01 11 00 Page 4

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON ( NOT USED)

- - 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 20 00

PRI CE AND PAYMENT PROCEDURES

PART 1 GENERAL

1. 1 SUMMARY

1. 1. 1 Ref er ence

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Def i ni t i on

1. 2. 2 I nst r uct i ons

1. 3 SUBMI TTALS

1. 4 JOB PAYMENT I TEMS

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

1. 4. 1. 1 Payment

1. 4. 1. 2 Uni t of Measur e

1. 4. 2 Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0007)

1. 4. 2. 1 Payment

1. 4. 2. 2 Uni t of Measur e

1. 4. 3 Tur bi di t y Moni t or i ng ( Li ne I t em 0008)

1. 4. 3. 1 Payment

1. 4. 3. 2 Uni t of Measur e

1. 4. 4 Envi r onment al Speci es Moni t or i ng ( Li ne I t ems 0009)

1. 4. 4. 1 Payment

1. 4. 4. 2 Uni t of Measur e

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

( Hopper Dr edge Onl y) ( Li ne I t em 0010)

1. 4. 5. 1 Payment

1. 4. 5. 2 Uni t of Measur e

1. 5 UNI T PRI CE PAYMENT I TEMS

1. 5. 1 Beach Fi l l ( Li ne I t em 0002)

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

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

1. 5. 2 Scr eeni ng ( Li ne I t em 0003)

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

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

1. 5. 3 Beach Ti l l i ng ( Li ne I t em 0004)

1. 5. 3. 1 Payment

1. 5. 3. 2 Measur ement

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

1. 5. 4 Remedi at i on of Noncompl i ant Mat er i al ( Li ne I t em 0005)

1. 5. 4. 1 Payment

1. 5. 4. 2 Measur ement

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

1. 5. 5 Tr anspor t at i on and Di sposal of Unaccept abl e Mat er i al ( Li ne

I t em 0006)

1. 5. 5. 1 Payment

1. 5. 5. 2 Measur ement

SECTI ON 01 20 00 Page 1

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

1. 5. 6 Sea Tur t l e Tr awl i ng ( Hopper Dr edge Onl y, Li ne I t em 0011)

1. 5. 6. 1 Payment

1. 5. 6. 2 Measur ement

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

1. 5. 7 St andby Ti me ( Li ne I t em 0012)

1. 5. 7. 1 Payment

1. 5. 7. 2 Measur ement

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

1. 5. 8 Par t ner i ng Regr oup ( Li ne I t em 0013)

1. 5. 8. 1 Payment

1. 5. 8. 2 Measur ement

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

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

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

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

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

SECTI ON 01 20 00 Page 2

SECTI ON 01 20 00

PRI CE AND PAYMENT PROCEDURES

PART 1 GENERAL

1. 1 SUMMARY

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

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

1. 1. 1 Ref er ence

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- 1- 1005 ( 2007) Cont r ol Topogr aphi c Sur veyi ng

EM 1110- 2- 1003 ( 2013) Hydr ogr aphi c Sur veyi ng

ER 1110- 2- 8164 Pol i c i es, Gui dance, and Requi r ement s f or Hydr ogr aphi c Sur veyi ng and Mappi ng Di gi t al pr oduct s

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Def i ni t i on

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

1. 2. 2 I nst r uct i ons

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

( RMS CM) .

SECTI ON 01 20 00 Page 3

1. 3 SUBMI TTALS

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

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

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

Schedul e of Val ues; G, RO

SD- 07 Cer t i f i cat es

Request f or Pr ogr ess Payment ; G, RO

1. 4 JOB PAYMENT I TEMS

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

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

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

1. 4. 1. 1 Payment

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

1. 4. 1. 2 Uni t of Measur e

Uni t of measur e: Job.

SECTI ON 01 20 00 Page 4

1. 4. 2 Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0007)

1. 4. 2. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o t he pr ot ect i on of exi st i ng st r uct ur es f r om const r uct i on act i v i t i es and moni t or i ng. See Sect i on 02 22 13 VI BRATI ON MONI TORI NG REQUI REMENTS FOR

EXI STI NG STRUCTURES.

1. 4. 2. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 4. 3 Tur bi di t y Moni t or i ng ( Li ne I t em 0008)

1. 4. 3. 1 Payment

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

1. 4. 3. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 4. 4 Envi r onment al Speci es Moni t or i ng ( Li ne I t ems 0009)

1. 4. 4. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o endanger ed speci es moni t or i ng and any associ at ed ef f or t s. See Sect i on

01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 4. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 4. 5 Mobi l i zat i on and Demobi l i zat i on f or Sea Tur t l e Tr awl i ng ( Hopper Dr edge Onl y) ( Li ne I t em 0010)

1. 4. 5. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o mobi l i zat i on and demobi l i zat i on f or sea t ur t l e t r awl i ng and r el ocat i on ( Hopper Dr edge Onl y) . See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 5. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 5 UNI T PRI CE PAYMENT I TEMS

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

SECTI ON 01 20 00 Page 5 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 em 0002)

1. 5. 1. 1 Payment

a. Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o bar r i cades and si gns, debr i s r emoval , pi pel i ne cr ossi ng, 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; noi se cont r ol ; and di ve r epor t s. 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. When beach f i l l i s pl aced up- sl ope above t he sl 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. See PAYMENT PROFI LES i n t he dr awi ngs.

1. 5. 1. 2 Measur ement

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 usi 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 Tr i angul at ed I r r egul ar Net wor k ( TI N) sur f ace- t o- sur f ace di f f er ence met hod. 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. Conduct sur veys i n accor dance wi t h EM 1110- 2- 1003, EM 1110- 1- 1005, and ER 1110- 2- 8164. 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 veys made on t he const r uct i on t empl at e i ndi cat ed on t he dr awi ngs. Sur vey sect i ons wi l l be col l ect ed at 100- f oot st at i ons al ong t he Const r uct i on Basel i ne wi t h el evat i ons t aken at a maxi mum of 10- f oot r ange i nt er val s. Addi t i onal sect i ons wi l l be col l ect ed at al l poi nt of i nt er sect i on ( PI ) st at i ons al ong t he Const r uct i on Basel i ne and any ar eas wher e condi t i ons var y s i gni f i cant l y al ongshor e. Addi t i onal dat a shal l be col l ect ed at br eaks i n t he dune ( e. g. st or mwat er out f al l s, handi cap access poi nt s, access r oads, or ot her speci al pl acement l ocat i ons) t o gener at e adequat e sur f aces i n or der t o accur at el y capt ur e mat er i al pl aced i n t he s l opes at t hese br eaks. Sur vey dat a i n beach t empl at e t aper s may be col l ect ed per pendi cul ar t o t he t oe of f i l l i nst ead of t he CBL based upon angl e of t aper . Pr ovi de i n wr i t i ng t o t he Cont r act i ng Of f i cer 10 cal endar days advance not i ce f or t he need t o per f or m or i gi nal sur veys and 3 cal endar days advance not i ce f or t he need t o per f or m f i nal sur veys.

Qual i t y Cont r ol Sur veys wi l 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

SECTI ON 01 20 00 Page 6

Vol ume 1.

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

Uni t of measur e: Cubi c yar d.

1. 5. 2 Scr eeni ng ( Li ne I t em 0003)

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 scr eeni ng of al l dr edged mat er i al by a met hod det ai l ed i n Sect i on 35 20 25 BEACH

FI LL.

1. 5. 2. 2 Measur ement

Scr eeni ng wi l l be measur ed f or payment by t he Beach f i l l quant i t y sat i sf act or i l y pl aced. 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

Uni t of measur e: Cubi c yar d.

1. 5. 3 Beach Ti l l i ng ( Li ne I t em 0004)

1. 5. 3. 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.

1. 5. 3. 2 Measur ement

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 an acr e.

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

Uni t of measur e: Acr e.

1. 5. 4 Remedi at i on of Noncompl i ant Mat er i al ( Li ne I t em 0005)

1. 5. 4. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h and 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 si de t he l i mi t s of t he bor r ow ar ea.

Remedi at i on t o r emove over si zed mat er i al i s at t he Cont r act or ' s expense and t hi s l i ne i t em not i mpl ement ed. 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, 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.

SECTI ON 01 20 00 Page 7

1. 5. 4. 2 Measur ement

Remedi at i on wi l l be measur ed f or payment by t he acr e of noncompl i ant mat er i al bl ended wi t h adj acent mat er i al or di sper sed among t he f i l l t empl at e t o t he t ent h ( 0. 1) of an acr e. The quant i t y l i s t ed 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

Uni t of measur e: Acr e.

1. 5. 5 Tr anspor t at i on and Di sposal of Unaccept abl e Mat er i al ( Li ne I t em 0006)

1. 5. 5. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o t r anspor t at i on and di sposal of f - s i t e of unaccept abl e mat er i al af t er t he unaccept abl e mat er i al has been 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. See Sect i on 35 20 25 BEACH FI LL. 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, 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. 5. 2 Measur ement

Tr anspor t at i on and di sposal of unaccept abl e mat er i al wi l l be measur ed f or payment by t he quant i t y di sposed. Par t i al l y f i l l ed dumpst er s/ t r uck/ bi ns wi l l be measur ed t o t he one cubi c yar d. The quant i t y l i s t ed 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. 5. 3 Uni t of Measur e

Uni t of measur e: Cubi c yar d.

1. 5. 6 Sea Tur t l e Tr awl i ng ( Hopper Dr edge Onl y, Li ne I t em 0011)

1. 5. 6. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o t he sea t ur t l e t r awl i ng and r el ocat i on. Thi s pr i ce i ncl udes al l cost s f or f ur ni shi ng l abor , equi pment , f uel , oi l , mat er i al s, and suppl i es r equi r ed f or t r awl i ng t o c l ear and/ or r el ocat e sea t ur t l es f r om i n t he v i c i ni t y of t he dr edge, and t he cost of r epor t i ng as speci f i ed. See Sect i on 01 57 20

ENVI RONMENTAL PROTECTI ON.

1. 5. 6. 2 Measur ement

Sea t ur t l e t r awl i ng wi l l be measur ed f or payment based upon t he dur at i on of per f or mance on a dai l y basi s. A day of t r awl i ng i s def i ned as 24 hour s of cont i nuous t r awl i ng. Conduct t r awl i ng as descr i bed i n Sect i on 01 57 20

ENVI RONMENTAL PROTECTI ON.

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

Uni t of measur e: Day.

SECTI ON 01 20 00 Page 8

1. 5. 7 St andby Ti me ( Li ne I t em 0012)

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 st andby of dr edge pl ant onl y upon i mpl ement at i on of t hi s l i ne i t em. St andby t i me i s def i ned as when, at t he di r ect i on of t he Cont r act i ng Of f i cer , t he dr edge i s put out of oper at i on f or r easons out si de t he r equi r ement s i n t he cont r act .

1. 5. 7. 2 Measur ement

St andby t i me, when exer ci sed by t he Cont r act i ng Of f i cer , wi l l be measur ed f or payment by each hour , or par t t her eof , t hat t he pl ant i s not i n oper at i on.

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

Uni t of measur e: Hour .

1. 5. 8 Par t ner i ng Regr oup ( Li ne I t em 0013)

1. 5. 8. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o conduct i ng a par t ner i ng r egr oup. 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. 8. 2 Measur ement

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. 8. 3 Uni t of Measur e

Uni t of measur e: Each.

PART 2 PRODUCTS ( NOT USED)

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 ACTI VI TI ES and est abl i sh a l i nk bet ween bi d br eakdown schedul e of val ues of PAY ACTI VI TI ES t o cont r act CLI Ns usi ng SCHEDULE ACTI VI TI ES dat a ent r y page.

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

For pr ogr ess payment s, ensur e ACTI VI TY SCHEDULE, FEATURE SCHEDULE, submi t t al r egi st er , and punchl i st s ar e al l up t o dat e. Use PROGRESS PAYMENTS t o REQUREST ACTI VI TY f or bot h ACTI VI TY EARNI NGS dat a ent r y page and OTHER EARNI 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

SECTI ON 01 20 00 Page 9

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 .

f . Envi r onment al r epor t s.

g. Pr ogr ess phot ogr aphs.

h. Wor ki ng/ cur r ent as- bui l t dr awi ngs.

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.

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SECTI ON 01 20 00 Page 10

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 REFERENCES

1. 3 SUBMI TTALS

1. 4 PROJECT COORDI NATI ON

1. 4. 1 Resi dent Management Syst em ( RMS)

1. 4. 2 Access by Ot her s

1. 4. 3 I nspect i ons by Ot her s

1. 5 VI EW LOCATI ON MAP

1. 6 PROGRESS AND COMPLETI ON PI CTURES

1. 7 SMALL UNMANNED AI RCRAFT SYSTEMS ( SUAS)

1. 8 SUPERVI SI ON

1. 8. 1 Super i nt endent Qual i f i cat i ons

1. 8. 2 Mi ni mum Communi cat i on Requi r ement s

1. 8. 3 Dut i es

1. 8. 4 Non- Compl i ance Act i ons

1. 9 PROJECT MEETI NGS

1. 10 PROJECT MEETI NGS FORMAT

1. 11 PRECONSTRUCTI ON CONFERENCE

1. 11. 1 Pr econst r uct i on Conf er ence Mi nut es and Phone

1. 11. 2 Pr econst r uct i on Conf er ence Submi t t al s

1. 11. 2. 1 Ot her Di v i s i on 01 Submi t t al s

1. 11. 2. 2 Di v i s i ons 02 t hr ough 48 Submi t t al s

1. 11. 3 Joi nt Ri sk Regi st er

1. 11. 4 Li st of Subcont r act or s

1. 12 PARTNERI NG

1. 12. 1 I ni t i al Par t ner i ng Meet i ng

1. 12. 1. 1 Cont r act or Responsi bi l i t y

1. 12. 1. 2 Tasks and Del i ver abl es

1. 12. 2 Par t ner i ng Regr oups

1. 12. 2. 1 Cont r act or Responsi bi l i t y ( Regr oups)

1. 12. 2. 2 Tasks and Del i ver abl es

1. 12. 3 Cancel l at i on of Par t ner i ng Meet i ng or Regr oup

1. 13 NOTI CE TO PROCEED

1. 14 COORDI NATI ON MEETI NG

1. 15 PROGRESS MEETI NGS

1. 15. 1 Pr ogr ess Meet i ng Par t i c i pant s

1. 16 CONTRACTOR PERFORMANCE EVALUATI ONS

1. 16. 1 Tr ai ni ng

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

SECTI ON 01 30 00 Page 1

3. 1 GENERAL MEETI NG REQUI REMENTS

3. 2 PROGRESS MEETI NG AGENDA

3. 3 SI GNATURE AUTHORI TY

3. 4 DRUG- FREE WORK PLACE RECORD

3. 5 MI NI MUM I NSURANCE REQUI REMENTS

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

SECTI ON 01 30 00 Page 2

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. 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 - QUALI TY CONTROL.

1. 2 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 wi t hi n t he t ext by t he basi c desi gnat i on onl y.

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

APL 95- 1- 1 ( 2022) Avi at i on Pol i cy Let t er 95- 1- 1;

USACE Avi at i on Pol i c i es and St andar ds ( Separ at e Document )

EM 385- 1- 1 ( 2024) Saf et y and Occupat i onal Heal t h ( SOH) Requi r ement s

1. 3 SUBMI TTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Tr ansmi t submi t t al i t ems i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES.

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

Vi ew Locat i on Map; G, RO

Pr ogr ess And Compl et i on Pi ct ur es

SD- 03 Pr oduct Dat a

Smal l Unmanned Ai r cr af t Syst ems ( SUAS)

SD- 07 Cer t i f i cat es

Par t ner i ng Meet i ng( s) Wr i t t en Synopsi s; G, RO

SECTI ON 01 30 00 Page 3

Si gnat ur e Aut hor i t y

Dr ug- Fr ee Wor k Pl ace Recor d

I nsur ance Requi r ement s

1. 4 PROJECT COORDI NATI ON

1. 4. 1 Resi dent Management Syst em ( RMS)

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. 4. 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. Not i f y Cont r act i ng Of f i cer i n wr i t i ng of coor di nat i on pr obl ems encount er ed af f ect i ng wor k.

1. 4. 3 I nspect i ons by Ot her s

Dur i ng const r uct i on per i od, i nspect i on or mai nt enance wor k wi l l be per f or med by ot her s wi t hi n t he const r uct i on l i mi t s.