17B0012Volume2Specs.pdf

W912EP-17-B-0012

Jacksonville District

SMALL BUSINESS SET-ASIDE

Maintenance Dredging, 12-Foot Projects Intracoastal Waterway Cut V-22 Through Cut V-35 and Ponce De Leon Inlet Cut-1A Through Cut-5N

Volusia County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Maintenance Dredging, 12-Foot Projects Intracoastal Waterway and Ponce De Leon Inlet

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 00 31 32 00 33 50

CONTROL MONUMENT DESCRIPTIONS

GEOTECHNICAL DATA REPORT (ATTACHED SEPARATELY)

WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING AND NEARSHORE DISPOSAL

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

TRACKING PROFILE

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: 872 1147 A

PID: DK6692

Stamping: 1147 A 1996 Stability: Monument will probably hold position well Setting: Stainless steel rod without sleeve (10FT+ or 3.048M+)

Mark Condition: Good Description: Recovered as described. Contact the Coast Guard Base for access. 386-

428-9084 Observed: 2016-12-07T13:14:00Z

Source: OPUS - page5

1209.04 See Also 2016-07-21

STATION RECOVERY (2006)

THE MARK IS IN NEW SMYRNA BEACH, AT THE SOUTHWEST CORNER OF THE PONCE DE LEON

INLET COAST GUARD STATION (2999 NORTH PENINSULA AVENUE).

TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE OAK

AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH, GO EAST ON

STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI TO THE JUNCTION OF PENINSULA AVENUE

ON THE LEFT, TURN LEFT ON PENINSULA AVENUE AND GO NORTH FOR 0.6 MI TO THE

INTERSECTION OF STATE HIGHWAY 44 (FLAGLER AVENUE), CONTINUE NORTH ON PENINSULA

AVENUE FOR 2.0 MI TO THE ENTRANCE OF THE PONCE DE LEON INLET COAST GUARD

STATION, PASSING THROUGH THE GATE, GO WEST FOR ABOUT 160.0 FT TO THE FIRST DRIVE

ON THE LEFT, TURN LEFT ON THE DRIVE AND GO SOUTH FOR ABOUT 160.0 FT TO THE

SEAWALL, JUST EAST OF THE BOAT RAMP AND THE END OF TRUCK TRAVEL, NOW BY

WALKING, GO WEST ABOUT 200.0 FT TO THE MARK NEAR THE SOUTHWEST CORNER OF A

ASPHALT HELICOPTER PAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF

48.0 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED

0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED ABOUT 228.0 FT WEST OF NOS DISK 1 1973, ABOUT 208.0 FT WEST-NORTHWEST OF

THE AQUA TRAK (TIDE GAGE), 13.2 FT NORTHEAST OF THE SOUTHWEST CORNER OF THE

SEAWALL, 11.0 FT NORTHEAST OF A CARSONITE WITNESS POST, 10.3 FT NORTH OF THE

SOUTH EDGE OF THE SEAWALL AND 9.8 FT SOUTHWEST OF THE SOUTHWEST CORNER OF

THE HELICOPTER PAD.

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

STATION RECOVERY (2016)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)

RECOVERED AS DESCRIBED.

SECTION 00 31 21 Page 2

872 1147 A (continued)

SECTION 00 31 21 Page 3

Designation: 872 1147 1

PID: AQ1522

Stamping: 1 1973 Stability: May hold commonly subject to ground movement Setting: Retaining wall or concrete ledge

Mark Condition: Good Description: Recovered as described. Note that half the disk is covered by a new concrete seawall.

Observed: 2016-12-07T13:25:00Z

Source:

OPUS -

page5 1209.04

See Also 2006

STATION RECOVERY (2003)

THE MARK IS IN NEW SMYRNA BEACH.

TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE OAK

AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH, GO EAST ON

STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI TO THE JUNCTION OF PENINSULA AVENUE

ON THE LEFT. TURN LEFT ON PENINSULA AVENUE AND GO NORTH FOR 0.6 MI TO THE

INTERSECTION OF STATE HIGHWAY 44 (FLAGLER AVENUE). CONTINUE NORTH ON PENINSULA

AVENUE FOR 2.0 MI TO THE ENTRANCE OF THE PONCE DE LEON INLET COAST GUARD

STATION, PASSING THROUGH THE GATE, GO WEST FOR ABOUT 160.0 FT TO THE FIRST DRIVE

ON THE LEFT. TURN LEFT ON THE DRIVE AND GO SOUTH FOR ABOUT 160.0 FT TO THE

SEAWALL, JUST EAST OF THE BOAT RAMP AND THE MARK, SET FLUSH IN THE TOP OF THE

SOUTH SEAWALL, NEAR THE SOUTHWEST CORNER OF A FUEL STORAGE AREA BARRIER

WALL, ABOUT 1.5 FT BELOW THE LEVEL OF THE DRIVEWAY.

THE MARK IS LOCATED ABOUT 380.0 FT SOUTHWEST OF TIDAL MARK 1147 B, ABOUT 228.0 FT

SOUTHEAST OF TIDAL MARK 1147 A, ABOUT 180.0 FT WEST OF THE SOUTHEAST END OF THE

SEAWALL, 56.5 FT NORTHEAST OF THE AQUATRAK (TIDE GAGE), 47.9 FT SOUTHWEST OF THE

SOUTHWEST CORNER OF THE FUEL STORAGE AREA BARRIER WALL 43.1 FT EAST OF THE

SOUTHEAST CORNER OF THE BOAT RAMP, 1.0 FT SOUTH OF A CARSONITE WITNESS POST

AND 0.9 FT NORTH OF THE NORTH FACE OF THE SEAWALL.

STATION RECOVERY (2016)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)

RECOVERED AS DESCRIBED.

https://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AQ1522

SECTION 00 31 21 Page 4

872 1147 1 (continued)

SECTION 00 31 21 Page 5

DESIGNATION - 872 1138 B

PID - DM3649

STATE/COUNTY - FL/VOLUSIA

MARKER: SURVEY DISK

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

SP_SET: BASE OF A BLOCK WALL

STAMPING: 1138 B 2005

MARK LOGO: FLDEP

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - January 22, 2005

HISTORY - Date Condition Report By

HISTORY - 20050122 MONUMENTED FLDEP

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)

THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHWEST OF EDGEWATER,

5.1 MI SOUTHEAST OF PORT ORANGE AND 4.0 MI NORTH OF NEW SMYRNA BEACH AT

PONCE INLET IN SECTION 37, TOWNSHIP 16 SOUTH, RANGE 34 EAST.

TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 421 (DUNLAWTON

AVENUE) AND STATE ROAD A1A (SOUTH ATLANTIC AVENUE) IN DAYTONA BEACH

SHORES, GO SOUTHWEST ON SOUTH ATLANTIC AVENUE FOR 5.3 MI TO THE

INTERSECTION OF BEACH STREET. TURN RIGHT ON BEACH STREET AND GO WEST

FOR 0.3 MI TO THE INTERSECTION OF SOUTH PENINSULA DRIVE. CONTINUE WEST

ON BEACH STREET FOR 0.25 MI TO THE T-JUNCTION OF FRONT STREET. TURN RIGHT

ON FRONT STREET AND GO NORTH TO THE END OF THE PAVEMENT AND THE MARK,

A SURVEY DISK CEMENTED INTO A DRILLED HOLE AT THE BASE OF THE NORTH END

OF A 6.0 FT HIGH BLOCK WALL.

THE MARK IS LOCATED 393.0 FT NORTH OF THE EXTENDED CENTERLINE OF BEACH

STREET, 47.5 FT NORTH OF THE END OF THE PAVEMENT OF FRONT STREET, 25.0 FT

NORTH OF THE SOUTH END OF THE HEADWALL, 1.2 FT SOUTH OF THE NORTH END OF

THE HEADWALL AND 0.9 FT WEST OF A 6.0 FT BLOCK WALL.

SECTION 00 31 21 Page 6

872 1138 B (continued)

SECTION 00 31 21 Page 7

Designation: NS 17

PID: BBFS24

Stamping: NS 17 2017 Stability: May hold, commonly subject to ground movement Setting: Object surrounded by mass of concrete

Description: Station is located in New Smyrna Beach, Florida east of the Volusia County Beach Safety Ocean Rescue building. Station is approximately 35.55' from the NE corner of a 4' tall concrete wall, 26.10' from the SE corner of a HCAP ramp, and 0.8' from the SW corner of a precast concrete storm water drain.

Station is a Corps of Engineers brass disk set in a precast concrete storm water drainage structure.

Observed: 2017-03-12T13:54:00Z Source: OPUS - page5 1603.24

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

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

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

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

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

All datum elevations in these tables are referred to mean lower low water (MLLW). The datums in the first table are based on field measurements from a tide station located inside of Ponce De Leon Inlet and the second table is based on the tide station located in the Halifax River, just north of the inlet. The National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS) established these tide stations. The tidal station data for both stations is based on the 1983-2001 tidal epoch. Additional information on this and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/map/index.shtml?type=Datums&region=Florida

Station ID: 8721147 PUBLICATION DATE: 11/19/2010 Name: PONCE DE LEON INLET SOUTH, FLORIDA Latitude: 29° 3.8' N Longitude: 80° 54.9' W Highest Observed Water Level () = N/A Mean Higher High Water (MHHW) = 3.46 Feet Mean High Water (MHW) = 3.18 Feet North American Vertical Datum-1988 (NAVD) = 2.57 Feet Mean Tide Level (MTL) = 1.66 Feet Mean Tide Level (MSL) = 1.67 Feet Mean Low Water (MLW) = 0.14 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level () = N/A

Station ID: 8721138 PUBLICATION DATE: 04/17/2003 Name: HALIFAX RIVER, PONCE INLET, FLORIDA Latitude: 29° 4.9' N Longitude: 80° 56.2' W Highest Observed Water Level (10/6/1974) = 5.20 Feet Mean Higher High Water (MHHW) = 3.17 Feet Mean High Water (MHW) = 2.90 Feet North American Vertical Datum-1988 (NAVD) = 2.25 Feet Mean Tide Level (MTL) = 1.52 Feet Mean Tide Level (MSL) = 1.51 Feet Mean Low Water (MLW) = 0.15 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (2/26/1975) = -1.64Feet http://tidesandcurrents.noaa.gov/map/index.shtml?type=Datums&region=Florida

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 as well as mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website:

http://tidesandcurrents.noaa.gov/.

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

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S.

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

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

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (63428) lies approximately 12.2 miles east of Ponce De Leon Inlet in Volusia County, FL. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period extending from 1980-2014, at a station located in 23 meters (75.44 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/hindcasts.html

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 http://tidesandcurrents.noaa.gov/ http://nauticalcharts.noaa.gov/nsd/cpdownload.htm http://wis.usace.army.mil/hindcasts.html http://www.ndbc.noaa.gov/maps/Florida.shtml

SECTION 00 33 50 Page 3 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 south Florida. Dangerous thunderstorms can occur in this area at any time of the year.

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

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The New Smyrna Beach Marine Discovery Center, Florida, NOAA rain gage in proximity to the project location provides a Summary of Monthly Normals over the period of record of 2010. This station is located at latitude 29.0361° N, longitude -80.918° 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

Mai nt enance Dr edgi ng, 12- Foot Pr oj ect s I nt r acoast al Wat er way and Ponce De Leon I nl et

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 Wor k Rest r i ct i ons

1. 2. 3 Locat i on

1. 2. 4 Saf et y Requi r ement s

1. 2. 5 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 Mai nt enance Dr edgi ng, 12- Foot Pr oj ect s, I nt r acoast al Wat er way Cut - 22 t hr ough Cut - 35 And Ponce de Leon I nl et Cut - 1A t hr ough Cut - 5N, Vol usi a Count y, Florida

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

Wor k consi st s of mai nt enance dr edgi ng t he I nt r acoast al Wat er way ( I WW) i n t he v i c i ni t y of Ponce de Leon I nl et f r om Cut V- 22 t o Cut V- 35 t o a dept h of 12 f eet pl us 2 f eet of al l owabl e over dept h. Al so i ncl uded i s mai nt enance dr edgi ng t he Ponce de Leon I nl et navi gat i on channel f r om Cut - 1A t o Cut - 5N t o a dept h of 12 f eet pl us 2 f eet of al l owabl e over dept h.

The Ponce de Leon channel i nt er sect s t he I WW i n t wo l ocat i ons. Excavat ed mat er i al f r om bot h pr oj ect s wi l l be pl aced i n a desi gnat ed near shor e pl acement ar ea whi ch l i es sout h of t he i nl et i n 8 t o 18 f eet of wat er . The excavat ed mat er i al wi l l be pi ped ei t her f r om t he I WW vi a a cr oss- i s l and r out e whi ch emer ges ont o t he beach or ar ound t he sout h j et t y and t hen t o t he di sposal ar ea. The pi pel i ne r out e t o be used wi l l be dependent on condi t i ons at t he t i me of t he wor k. I nci dent al wor k i ncl udes t ur bi di t y moni t or i ng and endanger ed speci es moni t or i ng.

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

Cut t er suct i on dr edges used f or t hi s wor k ar e r est r i ct ed t o di schar ge di amet er s of 16 i nches or gr eat er t o r educe t he r i sk of damage or s i nki ng due t o sever e seasonal wave condi t i ons known t o occur i n t he v i c i ni t y of Ponce De Leon I nl et .

1. 2. 3 Location

I WW and Ponce I nl et I nl et Wor k i s l ocat ed near New Symr na I nl et i n Vol usi a Count y, Fl or i da.

SECTI ON 01 11 00 Page 2

1. 2. 4 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. 5 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

a. Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK ( FAR 52. 211- 10) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

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

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

Ref er t o t he Cl ause LI QUI DATED DAMAGES - CONSTRUCTI ON ( FAR 52. 211- 12) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 5 PHYSI CAL DATA

Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause PHYSI CAL DATA ( FAR

52. 236- 4) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 5. 1 Physi cal Condi t i ons

The i ndi cat i ons of physi cal condi t i ons on t he dr awi ngs and i n t he speci f i cat i ons ar e t he r esul t of s i t e i nvest i gat i ons by sur veys and/ or by cor e bor i ngs. When t he i ndi cat ed physi cal condi t i ons ar e t he r esul t of s i t e i nvest i gat i ons by cor e bor i ngs, t he cor e bor i ng l ogs and l abor at or y dat a ar e i n Sect i on 00 31 32 GEOTECHNI CAL DATA REPORT ( GDR) and t he cor e bor i ng l ocat i ons ar e shown on t he dr awi ngs. Al so, see t he GDR f or i nst r uct i ons concer ni ng avai l abi l i t y of cor e bor i ngs f or i nspect i on.

1. 5. 2 Weat her , Wat er St age and Ti de Dat a

See Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA.

1. 5. 3 Cont r act or I nvest i gat i on

Ref er t o t he Cl ause SI TE I NVESTI GATI ON AND CONDI TI ONS AFFECTI NG THE WORK ( FAR 52. 236- 3) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 5. 4 Mar i t i me Tr af f i c

Mar i ne Tr af f i c i n t he pr oj ect ar ea consi st s of 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

SECTI ON 01 11 00 Page 3 may be pr escr i bed by t he Secr et ar y of t he Ar my, i n accor dance wi t h t he pr ovi s i ons of Sect i on 7 of t he Ri ver and Har bor Act appr oved 8 August 1917. The Cont r act or wi l l be r equi r ed t o conduct t he wor k i n such manner as t o obst r uct navi gat i on as l i t t l e as possi bl e, and i n case t he Cont r act or ' s pl ant so obst r uct s t he channel as t o make di f f i cul t or endanger t he passage of any vessel s, sai d pl ant shal l be pr ompt l y moved on t he appr oach of any vessel t o such an ext ent as may be necessar y t o af f or d a pr act i cabl e passage. Upon compl et i on of t he wor k t he Cont r act or shal l pr ompt l y r emove hi s pl ant , i ncl udi ng r anges, buoys, pi l es, and ot her mar ks pl aced by hi m under t he cont r act i n navi gabl e wat er s or on shor e.

1. 5. 6 Hydr ogr aphi c Sur veys

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

http://navigation.usace.army.mil/Survey/Hydro# Sur vey number s ar e i ndi cat ed on t he dr awi ngs.

1. 6 LAYOUT OF WORK

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

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

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

The Gover nment has est abl i shed monument s al ong t he wor k s i t e( s) . Each monument i s r epr esent ed i n t he cont r act dr awi ngs by a Desi gnat i on and i n most cases, an al phanumer i c Per manent I dent i f i er ( PI D) . I nf or mat i on concer ni ng t he l ocat i on and el evat i ons can be f ound wi t hi n t he Sur vey Not es on t he pl an sheet s. The Sur vey Not es f or each i ncl uded f i el d sur vey wi l l c i t e a par t i cul ar sur vey number , and speci f y t he cont r ol used t o conduct t hat sur vey. Addi t i onal i nf or mat i on i s i ncl uded i n t he Sur vey Not es t hat must be dupl i cat ed i f an at t empt t o r ecr eat e t he subj ect sur vey i s desi r ed.

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

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

1. 6. 2 Layout

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

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

SECTI ON 01 11 00 Page 4 i n l ayi ng out any par t of t he wor k f r om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he Gover nment . I t shal l be t he r esponsi bi l i t y of t he Cont r act or t o mai nt ai n and pr eser ve al l st akes and ot her mar ks est abl i shed by t he Cont r act i ng Of f i cer unt i l aut hor i zed t o r emove t hem, and i f such mar ks ar e dest r oyed by t he Cont r act or or t hr ough hi s negl i gence, pr i or t o t hei r aut hor i zed r emoval , t hey may be r epl aced by t he Cont r act i ng Of f i cer , at hi s di scr et i on, and t he expense of r epl acement wi l l be deduct ed f r om any amount s due or t o become due t he Cont r act or .

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

1. 7 DAMAGE TO WORK

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

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 5

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

1. 1. 1 Ref er ence

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Def i ni t i on

1. 2. 2 I nst r uct i ons

1. 3 SUBMI TTALS

1. 4 JOB PAYMENT I TEMS

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

1. 4. 2 Tur bi di t y Moni t or i ng ( Li ne I t em 0004)

1. 4. 3 Dedi cat ed Manat ee Obser ver ( Li ne I t em 0005)

1. 4. 4 Li abi l i t y I nsur ance ( Li ne I t em 0006)

1. 5 UNI T PRI CE PAYMENT I TEMS

1. 5. 1 Excavat i on, Uncl assi f i ed ( Li ne I t ems 0002 and 0003)

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

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

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

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

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

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

SECTI ON 01 22 00 Page 1

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

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

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

1. 1. 1 Reference

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

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

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

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Definition

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

1. 2. 2 Instructions

See Sect i on 01 45 05 DREDGI NG/ BEACH FI LL PLACEMENT - CONTRACTOR QUALI TY CONTROL f or i nst r uct i ons on l i nki ng a CLI N t o a schedul e of val ues of pay act i v i t i es and const r uct i on schedul e, and i n- dept h payment pr ocedur e.

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 20 cal endar days af t er awar d or 5 cal endar days af t er Not i ce t o Pr oceed, whi chever i s later:

SECTI ON 01 22 00 Page 2

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

Schedul e of Val ues; G, RO

Pr ovi de a br eakdown of j ob i t ems i nt o pr oposed pay act i v i t i es as par t of t he i ni t i al pr oj ect schedul e. Schedul e of Val ues wi l l become basi s f or CLI N and Pay Act i v i t y dat a i n t he RMS payment dat a base.

1. 4 JOB PAYMENT I TEMS

Payment i t ems f or t he wor k of t hi s cont r act f or whi ch cont r act j ob 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. 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 l ump sum i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The j ob pr i ce and payment made f or each i t em l i st ed shal l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or whi ch separ at e payment i s not ot her wi se pr ovi ded.

Pr ogr ess payment s f or 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 schedul e.

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 Tur bi di t y Moni t or i ng ( Li ne I t em 0004)

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

1. 4. 3 Dedi cat ed Manat ee Obser ver ( Li ne I t em 0005)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o a dedi cat ed manat ee obser ver r equi r ed when cl amshel l dr edgi ng. See Sect i on

01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 4 Li abi l i t y I nsur ance ( Li ne I t em 0006)

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 a pr oper t y damage l i abi l i t y i nsur ance pol i cy f or f i ve mi l l i on dol l ar s

SECTI ON 01 22 00 Page 3

( $5, 000, 000. 00) of cover age. The pol i cy shal l meet al l t he r equi r ement s of FAR 52. 228- 5 i n Sect i on 00700 CONTRACT CLAUSES and Par agr aph

999. 228- 4000 i n Sect i on 00800 SPECI AL REQUI REMENTS.

1. 5 UNI T PRI CE PAYMENT I TEMS

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

Each Uni t Pr i ce CLI N may be a s i ngl e pay act i v i t y i t em or may be br oken down i nt o pay act i v i t i es wi t h smal l er quant i t i es equal t o CLI N t ot al .

Cont r act uni t pr i ce mul t i pl i ed by agr eed quant i t y i s f ul l compensat i on.

1. 5. 1 Excavat i on, Uncl assi f i ed ( Li ne I t ems 0002 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 excavat i on, t r anspor t at i on, and di sposal of mat er i al s; maneuver s t o pr event obst r uct i on of channel ; pr ovi di ng and mai nt ai ni ng access t o t he wor k s i t e( s) and di sposal ar ea( s) ; noi se cont r ol ; debr i s r emoval ;

scr eeni ng f or r ock and debr i s on t he beach di sposal , and beach di sposal ar ea mar ki ng. See Sect i on 35 20 23 DREDGI NG.

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

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

1. 5. 1. 2 Measurement

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

b. The t ot al amount of mat er i al r emoved, and t o be pai d f or under t he cont r act , wi l l be measur ed by t he cubi c yar d i n pl ace. The vol ume comput ed shal l be bet ween t he bot t om sur f ace shown by soundi ngs t aken wi t hi n 3 weeks bef or e dr edgi ng and t he bot t om sur f ace shown by t he soundi ngs t aken wi t hi n 2 weeks af t er t he wor k speci f i ed i n each

SECTI ON 01 22 00 Page 4 accept ance sect i on has been compl et ed. The Cont r act or shal l gi ve 10 days advance not i ce, i n wr i t i ng, t o t he Cont r act i ng Of f i cer ' s Repr esent at i ve of t he need f or a pr e- dr edgi ng sur vey or af t er - dr edgi ng sur vey f or f i nal accept ance f or each accept ance sect i on. The quant i t y shal l i ncl ude t he vol ume wi t hi n t he l i mi t s of t he s i de sl opes descr i bed i n subpar agr aph " Si de Sl opes" of par agr aph REQUI RED DEPTH, ALLOWABLE OVERDEPTH, AND SI DE SLOPES of Sect i on 35 20 23 DREDGI NG, l ess any deduct i ons t hat may be r equi r ed f or mi spl aced mat er i al descr i bed i n subpar agr aph " Mi spl aced Mat er i al s" of par agr aph DI SPOSAL OF EXCAVATED MATERI AL of Sect i on 35 20 23 DREDGI NG.

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

Cubi c yar d.

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.

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 " r equest 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 sum 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.

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 5

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. 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. 2 Par t ner i ng Regr oups

1. 7 NOTI CE TO PROCEED

1. 8 COORDI NATI ON MEETI NG

1. 9 PROGRESS MEETI NGS

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

1. 10 CONTRACTOR PERFORMANCE EVALUATI ONS

1. 10. 1 Tr ai ni ng

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 GENERAL MEETI NG REQUI REMENTS

3. 2 PROGRESS MEETI NG AGENDA

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

SECTI ON 01 30 00 Page 1

SECTI ON 01 30 00

ADMI NI STRATI VE PROCEDURES

PART 1 GENERAL

1. 1 SUMMARY

Manage pr oj ect and coor di nat e act i v i t i es of own empl oyees, subcont r act or s, suppl i er s and of f s i t e f abr i cat or s. Cont r act or shal l use comput er s, E- mai l , and I nt er net r esour ces f or admi ni st r at i ve wor k. Not i f y Cont r act i ng Of f i cer of i mpor t ant meet i ngs, schedul e event s and act i v i t i es. Fur ni sh l abor and mat er i al s and equi pment r equi r ed t o pl an and execut e pr oj ect management f unct i ons and coor di nat i on. Coor di nat e act i v i t i es and manage r esour ces t o const r uct pr oj ect conf or mi ng t o cont r act , on t i me and wi t hi n budget . Rel at ed Sect i ons ar e 01 32 01 PROJECT SCHEDULE, and 01 45 05 DREDGI NG/ BEACH FI LL PLACEMENT - CONTRACTOR

QUALI TY CONTROL.

1. 2 SUBMITTALS

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

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

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

Li st of Subcont r act or s

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

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

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

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

SD- 07 Cer t i f i cat es

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.

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

SECTI ON 01 30 00 Page 2

( 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. 4 PROJECT MEETI NGS

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

- - Pr econst r uct i on Conf er ence

- - Par t ner i ng Meet i ng

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

- - Coor di nat i on Meet i ng

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

- - Pr oj ect Pr ogr ess Meet i ngs

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

1. 5 PRECONSTRUCTI ON CONFERENCE

Cont r act i ng Of f i cer wi l l conduct a Pr econst r uct i on Conf er ence f or t hi s pr oj ect i n accor dance wi t h Cl ause PRECONSTRUCTI ON CONFERENCE of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. Pr econst r uct i on Conf er ence wi l l be hel d wi t hi n 30 t o 60 cal endar days af t er Not i ce t o Pr oceed ( NTP) acknowl edgment . ( Ref er t o subpar agr aph " Pr econst r uct i on Conf er ence Submi t t al s" bel ow) . Cont r act i ng Of f i cer wi l l not i f y Cont r act or of t i me, pl ace, and agenda. Cont r act or shal l not i f y key subcont r act or s and suppl i er s t o at t end. Cont r act i ng Of f i cer wi l l di scuss cont r act " gr ound r ul es" and gener al i ssues i ncl udi ng:

- - Li nes of Cont r act i ng Of f i cer aut hor i t y

- - Li nes of Cont r act or aut hor i t y

- - 00700 Cont r act Cl auses

- - 00800 Speci al Cont r act Requi r ement s

- - Cont r act Admi ni st r at i on

- - Pr ogr ess Payment

- - Cor r espondence Pr ocedur es

- - Pr oj ect Schedul e

- - Submi t t al Regi st er

- - Labor r equi r ement s

- - Gener al Si t e Saf et y

- - FDEP Per mi t Requi r ement s

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

Cont r act i ng Of f i cer wi l l t ake det ai l ed mi nut es of Pr econst r uct i on Conf er ence di scussi ons and may use an audi o or v i deo t ape. Copi es of t yped mi nut es wi l l be pr ovi ded t o t he Cont r act or t o r evi ew f or accur acy, s i gn and r et ur n. Si gned mi nut es become par t of t he cont r act f i l e. Audi o or v i deo t apes i f used wi l l be made avai l abl e f or Cont r act or t o r evi ew or copy at Ar ea Of f i ce.

SECTI ON 01 30 00 Page 3

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

The t i mi ng of submi ssi on of submi t t al s and compl et i on of t he Pr econst r uct i on Conf er ence i s i nt ended t o al l ow t he Cont r act or and t he Gover nment adequat e t i me t o pr epar e f or commencement of wor k. However , shoul d t he Cont r act or f ai l t o submi t r equi r ed i t ems and r ecei ve accept ance and/ or appr oval wi t hi n t he t i mes st at ed, t he Cont r act or wi l l not be per mi t t ed t o commence wor k unt i l t hese r equi r ement s have been sat i sf i ed.

Any del ays at t r i but abl e t o t he Cont r act or ' s f ai l ur e t o compl y wi t h t hese pr e- wor k r equi r ement s shal l be at t he Cont r act or ' s expense and may be cause f or r emedi al act i on by t he Cont r act i ng Of f i cer . Submi t t al s r equi r ed by t hi s Sect i on ar e descr i bed i n par agr aph SUBMI TTALS above.

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

The Cont r act i ng Of f i cer r evi ews submi t t ed dr af t pl ans t o pr epar e Coor di nat i on Meet i ng agenda and under st and Cont r act or pr ocedur es. 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:

- - Pr oj ect Schedul e - See Sect i on 01 32 01 PROJECT SCHEDULE

- - Di v i ng Pl an - See Sect i on 01 35 25 OWNER SAFETY REQUI REMENTS -

DIVING

- - Acci dent Pr event i on Pl an - See Sect i on 01 35 26 GOVERNMENTAL

SAFETY REQUI REMENTS

- - Qual i t y Cont r ol Pl an - See Sect i on 01 45 05 DREDGI NG/ BEACH FI LL

PLACEMENT - CONTRACTOR QUALI TY CONTROL

- - Tempor ar y Faci l i t i es Pl an - See Sect i on 01 50 02 TEMPORARY

CONSTRUCTI ON FACI LI TI ES

- - Envi r onment al Pr ot ect i on Pl an - See Sect i on 01 57 20

ENVI RONMENTAL PROTECTI ON

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

I n addi t i on t o t he above, br i ng submi t t al i t ems f or mat er i al s, wor kmanshi p, pl ans or event s r equi r ed ear l y i n pr oj ect schedul e whi ch ar e r eady f or t r ansmi t t al t o Cont r act i ng Of f i cer . Pr epar e t r ansmi t t al of submi t t al i t ems i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES.

1. 6 PARTNERING

Cont r act i ng Of f i cer want s t o have a bi l at er al pr oj ect par t ner shi p wi t h Cont r act or t hat dr aws on st r engt hs of bot h or gani zat i ons t o i dent i f y and achi eve common goal s. Typi cal par t ner i ng goal s i ncl ude:

- - Ef f ect i ve and ef f i c i ent cont r act per f or mance

- - Pr oj ect compl et i on on t i me and wi t hi n budget

- - Const r uct i on compl et ed accor di ng t o pl ans and speci f i cat i ons

- - Devel opment of cooper at i ve management t eams

- - Pr oj ect success wi t h cust omer ( st akehol der s) sat i sf act i on

- - I mpr oved Pr oj ect communi cat i on

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

Cont r act or , key subcont r act or s and suppl i er s shal l at t end a one- day pr oj ect " Par t ner i ng Meet i ng" . The Par t ner i ng Meet i ng i s a pr oj ect t eam bui l di ng wor kshop f aci l i t at ed by qual i f i ed per sons. Cont r act i ng Of f i cer at t endees and i nvi t ed per sons may i ncl ude:

SECTI ON 01 30 00 Page 4

Maintenance Dredging, 12-Foot Projects Intracoastal Waterway and Ponce De Leon Inlet

Administrative Contracting Officer (Area Engineer) Construction Quality Assurance Representatives Jacksonville District - Construction Branch persons Jacksonville District - Engineering Division Designers

Goal of initial Partnering Meeting is to build trust, identify common goals, and understand individual project members' expectations and organizational values. Usual results include better communication between contract parties, shortened project learning curve and a cohesive two party contract partnership. Participants usually sign a voluntary partnering agreement generally describing mutual obligation to cooperate to achieve project goals and maintain effective communication.

Contracting Officer will pay costs for workshop site rental and facilitator fees.

1.6.2 Partnering Regroups

After initial Partnering Meeting participation will be voluntary in…