A.07.23_18B0007Volume2Specs.pdf

W912EP18B0007

Jacksonville District

Tampa Harbor Maintenance Dredging 45-Foot Project - Egmont Channel Cuts 1 & 2 and 43-Foot Project - Mullet Key Channel

Hillsborough County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Tampa Har bor Mai nt enance Dr edgi ng, 45- Foot Pr oj ect - Egmont Channel Cut s 1 & 2 and 43- Foot Pr oj ect - Mul l et Key Channel

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRI PTI ONS

00 33 50 WEATHER, WATER STAGE AND TI DE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMI NI STRATI VE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 25 OWNER SAFETY REQUI REMENTS - DI VI NG

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

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

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

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 57 20 ENVI RONMENTAL PROTECTI ON

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

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

35 20 23 DREDGING

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

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

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - 872 6367 C TIDAL

PID - AG7401

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/PINELLAS

The elevation (NAVD88) was determined by differential leveling and adjusted by the NATIONAL GEODETIC SURVEY in June 1991. This Tidal Bench Mark is designated as VM 12107 by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS

AND SERVICES.

MARKER: TIDAL STATION DISK

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: CONCRETE CULVERT

STAMPING: 6367 C 1976

MARK LOGO: NOS

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SATELLITE

OBSERVATIONS - October 01, 2004

HISTORY - Date Condition Report By

HISTORY - 1976 MONUMENTED NOS

HISTORY - 20041001 GOOD USPSQD

STATION DESCRIPTION

THE MARK IS LOCATED AT THE FORT DESOTO PARK FISHING PIER (EASTERN PIER)

PARKING AREA. THE MARK BEARS 25.0 FEET WEST OF THE CENTERLINE OF THE EAST

ENTRANCE ROAD TO THE PARKING AREA, 89.5 FEET SOUTH OF THE JUNCTION OF THE

ENTRANCE ROAD WITH THE PARK ROAD, 87.0 FEET EAST OF A FIRE HYDRANT, AND 67

FEET NORTH OF THE NORTH EDGE OF THE PARKING LOT. THE MARK IS 1 FT BELOW

ROAD.

STATION RECOVERY (2004)

THE MARK IS 2 FEET SOUTH OF THE NORTH END OF A CONCRETE HEADWALL.

SECTION 00 31 21 Page 2

Designation: 872 6384 E TIDAL

PID: AG7341

Stamping: 6384 E 1976 MAN H-2 1987 Stability: Monument will probably hold position well

Setting: Massive retaining walls Mark Condition: G

Description: THEN PROCEED WEST ON PINEY POINT RD FOR 0.35 MILES, (0.56 KM) THEN

PROCEED SW ON HARLEY RD FOR 0.75 MILES (1.21 KM) THRU THE SECURITY

GATE, HARLEY THEN TURNS INTO NORTH DOCK RD, STAY STRAIGHT TO THE

WATERS EDGE, THE BENCH MARK IS SET IN THE NE CORNER OF THE CONCRETE

DOCK ON THE SOUTH SIDE OF THE BOAT BASIN, 1.6 M (5.2 FT) SOUTH OF THE

NORTH EDGE OF THE DOCK, AND 1.4 M (4.6 FT) WEST OF THE EAST EDGE OF THE

DOCK AND 1.4 M (4.6 FT) NORTH OF A YELLOW STEEL CLEAT SECURED TO THE

CONCRETE DOCK.

SECTION 00 31 21 Page 3

Designation: 872 6384 K 2004

PID: BBBT27

Stamping: 6384 K 2004 Stability: Monument will probably hold position well

Setting: Retaining wall or concrete ledge Description: From the intersection of I-275 and US 41, proceed North on US 41 for 3.3 miles to Piney Point Road.

Turn Left on Piney Point Road for 0.4 miles to Port Manatee Security Gate.

Enter Port Security Gate on North Dock Street for 0.5 miles to Eastern Avenue. Turn right on Eastern Ave. proceed 0.15 miles and bear left on Coastal Street. Take Coastal Street to end. Mark is located on the northwest corner of the seawall.

Observed: 2009-04-28T13:56:00Z See Also Original Source: OPUS - page5 1209.04

SECTION 00 31 21 Page 4

Designation: R POWERS

PID: BBDR33

Stamping: R POWERS 2014 JAX DIST Setting: Mat foundation or concrete slab other than pavement

Description: Station is located at the southwest tip of Mullet Key in Fort Desoto Park, St. Petersburg, Pinellas County, Florida. To reach from the north side of parking lot for Fort Desoto, proceed up concrete walkway to top of fort, between two sets of observation binoculars at approximate center of fort. Mark is set in a 2.5 x 2.0 ft concrete pad, 8.3 ft east of east handrail, 0.5 ft south of north edge of concrete pad and 0.5 ft east of west edge of concrete pad and is a standard Corps of Engineers disk.

SECTION 00 31 21 Page 5

Designation: TH 89 USE

PID: AG0988

Stability: Monuments of questionable or unknown reliability Setting: Light structures (other than listed below)

Mark Condition: Good.

Description: Station is located in St. Petersburg, Florida at Fort Desoto County Park at southeast end of

Mullet Key. Mark is set flush in top of concrete sidewalk, approximately 800 feet south of the south edge of the parking area for Fort Desoto fishing pier, 84.5 feet southwest of the northeast end of concrete seawall, 62.7 feet west of the southeast corner of concrete seawall and 5.5 feet north of the concrete seawall.

-CONTINUED NEXT PAGE -

SECTION 00 31 21 Page 6

DESIGNATION - TH 89 USE (Continued)

MARKER: BENCH MARK DISK

SETTING: SET IN A LIGHT STRUCTURE

SP_SET: SIDEWALK

STAMPING: TH 89 1976

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - October 01, 2004

HISTORY - Date Condition Report By

HISTORY - 1976 MONUMENTED DOD

HISTORY - 20041001 GOOD USPSQD

STATION DESCRIPTION

TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. ALTERNATE

HWY. 19A (PINELLAS BAYWAY, S.R. 682), THENCE RUN WESTERLY ON PINELLAS BAYWAY

FOR 2.3 MILES TO THE INTERSECTION S.R. 693 (PAVED SIDE ROAD LEADING SOUTH TO

FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN SOUTHERLY FOR 6.85 MILES TO

THE INTERSECTION OF S.R. 699. TURN RIGHT ON S.R. 699 AND RUN WESTERLY FOR

1.15 MILE TO A PAVED ROAD ON LEFT (LEADING TO FORT DESOTO AND FISHING PIER).

TURN LEFT ON PAVED ROAD AND RUN SOUTHERLY AND NORTHERLY FOR 0.45 MILES TO

PARKING AREA OF FORT DESOTO AND FISHING PIER. TURN LEFT AND RUN WESTERLY FOR

0.05 MILE TO THE CENTER OF PARKING AREA, THEN 0.1 MILE S.E. OF THE SOUTH EDGE

OF ASPHALT PARKING AREA TO THE CONCRETE SEAWALL. STATION ON LEFT, 84.5 FT.

S.W. OF THE N.E. END OF CONCRETE SEAWALL, 62.7 FT. WEST OF THE S.E. CORNER OF

CONCRETE SEAWALL, 5.5 FT. NORTH OF THE CONCRETE SEAWALL, SET IN THE TOP OF

THE CONCRETE SIDEWALK.

STATION RECOVERY (2004)

RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB) - RECOVERED IN GOOD CONDITION.

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 wind and tidal fluctuations of the Gulf of Mexico which are mixed (diurnal and semi-diurnal). The project area is also subject to storm surges from hurricanes and tropical storms from June through November.

Surges from extratropical storms may affect the area during any time of the year.

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

All datum elevations in these tables are referred to mean lower low water (MLLW). The datums in Table 1 are taken from tide station 8726364 (Mullet Key, Tampa Bay, FL) and are based on a control station in St Petersburg, Tampa Bay. These values should be applied for maintenance dredging at Egmont Bar Channel Cuts 1 and 2 and Mullet Key Cut. The datums in Table 2 are based on tide station 8726347 (Egmont Key, Tampa Bay, FL). These values should be applied for any material placement taking place on Egmont Key. The tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS) and are applicable within the project vicinity. Additional information on these and other nearby tide stations is available at this NOAA website:

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

Table 1: Tidal Datum Information for Station 8726364 (Mullet Key)

Highest Observed Water Level (12/03/1990) = 3.42 Feet Mean Higher High Water (MHHW) = 2.08 Feet Mean High Water (MHW) = 1.83 Feet NAVD88 = 1.53 Feet Mean Sea Level (MSL) = 1.11 Feet Mean Tide Level (MTL) = 1.09 Feet Mean Low Water (MLW) = 0.35 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (01/19/1977) = -2.16 Feet

Table 2: Tidal Datum Information for Station 8726347 (Egmont Key)

Highest Observed Water Level (--/--/---) = N/A Feet Mean Higher High Water (MHHW) = 2.15 Feet Mean High Water (MHW) = 1.90 Feet NAVD88 = 1.59 Feet Mean Sea Level (MSL) = 1.16 Feet Mean Tide Level (MTL) = 1.14 Feet Mean Low Water (MLW) = 0.38 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (--/--/----) = N/A Feet http://tidesandcurrents.noaa.gov/stations.html?type=Datums#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 and mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website: http://tidesandcurrents.noaa.gov/.

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

1. U.S. Coast Pilot Volume 5, Gulf of Mexico, Puerto Rico and Virgin Islands, U.S.

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

http://nauticalcharts.noaa.gov/ .

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 (73270) lies approximately 9 miles west of the project site. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014, at a station located in 10 meters (32.80 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website:

http://wis.usace.army.mil/ .

3. National Data Buoy Center (NDBC) Website. This Internet website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is: http://www.ndbc.noaa.gov/maps/Florida.shtml.

c) Weather Conditions. The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year.

The climate of the area is subtropical, and temperatures below freezing occur rarely. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into central Florida. Dangerous thunderstorms can occur in this area at any time of the year.

http://tidesandcurrents.noaa.gov/ http://nauticalcharts.noaa.gov/ http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml

SECTION 00 33 50 Page 3

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

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The St Petersburg Station, located at St Petersburg Albert Whitted Airport, Florida, is the closest NOAA rain gage in proximity to the project location. Summary of Monthly Normals is provided over the period of record from 1981 through 2010. This station is located at latitude 27.7647° N, longitude 82.6275° 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 http://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

1. 2. 2 Locat i on

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

1. 2. 4 Wor k Per f or med by Ot her s

1. 3 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 5 PHYSI CAL DATA

1. 5. 1 Physi cal Condi t i ons

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

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

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

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

1. 5. 6 Hydr ogr aphi c Sur veys

1. 6 LAYOUT OF WORK

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

1. 6. 2 Layout

1. 6. 3 Sur vey

1. 7 DAMAGE TO WORK

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

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

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

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

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

GDR Sect i on 00 31 32, Geot echni cal Dat a Repor t f or Tampa Har bor , Mai nt enance Dr edgi ng 45- Foot Pr oj ect - Egmont Channel Cut s 1 & 2 and 43- Foot Pr oj ect - Mul l et Key Channel , Hi l l sbor ough Count y, Fl or i da

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

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

Pr oj ect consi st s of mai nt enance dr edgi ng Egmont Channel Cut - 1 and Cut - 2, and Mul l et Key Cut . Thi s pr oj ect was l ast under t aken i n 2014. Dr edged mat er i al wi l l be pl aced i n t he desi gnat ed beach pl acement ar ea on Egmont Key. Addi t i onal wor k i ncl udes t ur bi di t y moni t or i ng, sea t ur t l e t r awl sweepi ng and r el ocat i on, envi r onment al speci es obser vat i on, and beach tilling.

1. 2. 2 Location

Pr oj ect i s l ocat ed i n Tampa Har bor , Hi l l sbor ough Count y, Fl or i da.

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.

Dr edgi ng i n t he pr oj ect ar ea may cause t he r el ease of hydr ogen sul f i de (H 2S) gas. Requi r ement s f or hydr ogen sul f i de ar e f ound i n OSHA r egul at i ons i ndi cat ed i n par agr aphs CONFI NED SPACE ENTRY REQUI REMENTS ( PART 1) and WORK I N CONFI NED SPACES ( PART 3) of Sect i on 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS.

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

SECTI ON 01 11 00 Page 2

CONTRACT CLAUSES i n Vol ume 1.

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 Naval , cr ui se shi ps, commer ci al , pl easur e, and smal l r ecr eat i onal vessel s of al l t ypes and si zes whi ch can be accommodat ed by exi st i ng dept hs.

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

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

1. 5. 6 Hydr ogr aphi c Sur veys

Hydr ogr aphi c sur veys ar e post ed as separ at e el ect r oni c f i l es. Sur vey number s ar e i ndi cat ed on t he dr awi ngs.

SECTI ON 01 11 00 Page 3

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 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

SECTI ON 01 11 00 Page 4

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 0003)

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

0004)

1. 4. 4 Manat ee Obser ver ( Cl amshel l Dr edgi ng Onl y, Li ne I t em 0005)

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 Sweepi ng

( Hopper Dr edge Onl y, 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 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 Sea Tur t l e Tr awl Sweepi ng ( Hopper Dr edge Onl y, Li ne I t em 0007)

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

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

1. 5. 3 St andby Ti me ( Li ne I t em 0008)

1. 5. 3. 1 Measur ement and Payment

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

1. 5. 4 Beach Ti l l i ng ( Li ne I t em 0009)

1. 5. 4. 1 Payment

1. 5. 4. 2 Measur ement

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

1. 5. 5 Scr eeni ng of Unaccept abl e Mat er i al ( Li ne I t em 0010)

1. 5. 5. 1 Payment

1. 5. 5. 2 Measur ement

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

1. 5. 6 Removal of Unaccept abl e Mat er i al ( 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

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

SECTI ON 01 22 00 Page 1

3. 1 PAYMENT PROCEDURES

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

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

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

SECTI ON 01 22 00 Page 2

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

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

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Definition

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

1. 2. 2 Instructions

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

( RMS CM) .

1. 3 SUBMITTALS

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

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

SECTI ON 01 22 00 Page 3 days af t er Not i ce t o Pr oceed:

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

Schedul e of Val ues; G, RO

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

SD- 07 Cer t i f i cat es

Request f or Pr ogr ess Payment ; G, RO

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

1. 4 JOB PAYMENT I TEMS

Payment i t ems f or t he wor k of t hi s cont r act f or whi ch cont r act l ump sum payment s wi l l be made ar e l i s t ed i n t he LI NE I TEMS AND PRI CI NG SCHEDULE wi t h t he uni t " JOB" and descr i bed bel ow. Al l cost s f or i t ems of wor k, whi ch ar e not speci f i cal l y ment i oned t o be i ncl uded i n a par t i cul ar j ob or uni t pr i ce payment i t em, shal l be i ncl uded i n t he l i s t ed j ob i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The j ob pr i ce and payment made f or each i t em l i 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 0003)

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.

SECTI ON 01 22 00 Page 4

1. 4. 3 Endanger ed Speci es Obser ver ( Hopper Dr edge Onl y, 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 endanger ed speci es obser ver s r equi r ed wi t h t he use of a hopper dr edge. See Sect i on

01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 4 Manat ee Obser ver ( Cl amshel l Dr edgi ng Onl y, Li ne I t em 0005)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o manat ee obser ver s r equi r ed when cl amshel l dr edgi ng. See Sect i on 01 57 20

ENVI RONMENTAL PROTECTI ON.

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 Sweepi ng ( Hopper Dr edge Onl y, 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 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. 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 em 0002)

1. 5. 1. 1 Payment

a. Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o excavat i on, t r anspor t at i on, and di sposal of mat er i al s; pr ovi di ng and mai nt ai ni ng access t o t he wor k s i t e( s) and di sposal ar ea( s) ; noi se cont r ol ; debr i s r emoval ; and i nst al l at i on, oper at i on or mai nt enance of t he el ect r oni c t r acki ng syst em f or sur vei l l ance of al l dr edgi ng and di sposal act i v i t i es. 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 .

SECTI ON 01 22 00 Page 5

1. 5. 1. 2 Measurement

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

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

DREDGING.

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

Cubi c yar d.

1. 5. 2 Sea Tur t l e Tr awl Sweepi ng ( Hopper Dr edge Onl y, Li ne I t em 0007)

1. 5. 2. 1 Payment

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

1. 5. 2. 2 Measurement

Sea Tur t l e Non- Capt ur e Tr awl Sweepi ng wi l l be measur ed f or payment based upon t he dur at i on of per f or mance on a dai l y basi s. A day of t r awl sweepi ng i s def i ned as 24 hour s of cont i nuous t r awl i ng. The Cont r act or shal l conduct non- capt i ve t r awl sweepi ng as descr i bed i n Par agr aph " Sea Tur t l e Non- Capt ur e Tr awl Sweepi ng" i n Sect i on 01 57 20 ENVI RONMENTAL

PROTECTION.

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

Day.

SECTI ON 01 22 00 Page 6

1. 5. 3 St andby Ti me ( Li ne I t em 0008)

1. 5. 3. 1 Measur ement and Payment

St andby t i me f or dr edgi ng wi l l be pai d f or each hour or par t t her eof t hat t he pl ant i s not i n oper at i on by r equest of t he Cont r act i ng Of f i cer .

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o st andby of t he dr edge pl ant onl y upon i mpl ement at i on of t hi s l i ne i t em. I f per f or mance of t hi s l i ne i t em i s not r equi r ed or i mpl ement ed per t he NOTES i n Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE, no payment wi l l be made t o t he Cont r act or f or t hi s l i ne i t em. The Cont r act i ng Of f i cer may cease oper at i ons subsequent t o t he i ni t i al 24- hour per i od f ol l owi ng a t ur t l e t ake. However , i f i t i s subsequent l y det er mi ned by t he Gover nment t hat a t ur t l e t ake r esul t ed f r om i mpr oper oper at i onal pr ocedur es, consi der at i on f or t he st andby t i me may be wi t hhel d by t he Gover nment .

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

Hour.

1. 5. 4 Beach Ti l l i ng ( Li ne I t em 0009)

1. 5. 4. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o Beach Ti l l i ng. See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON and Sect i on

35 20 23DREDGING.

1. 5. 4. 2 Measurement

Measur ement wi l l be by t he ar ea t i l l ed.

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

Acre.

1. 5. 5 Scr eeni ng of Unaccept abl e Mat er i al ( Li ne I t em 0010)

1. 5. 5. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o scr eeni ng of unaccept abl e mat er i al as det er mi ned by t he Cont r act i ng Of f i cer .

Scr eeni ng of unaccept abl e mat er i al shal l be of t he Cont r act or ' s desi gn t o ensur e t he qual i t y of beach pl acement mat er i al as speci f i ed i n par agr aph QUALI TY CONTROL FOR BEACH PLACEMENT of Sect i on 35 20 23 DREDGI NG. I f per f or mance of t hi s l i ne i t em i s not r equi r ed or i mpl ement ed per Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE, no payment wi l l be made t o t he Cont r act or f or t hi s l i ne i t em. See Sect i on 35 20 23 DREDGI NG.

1. 5. 5. 2 Measurement

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

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

Cubi c yar d.

SECTI ON 01 22 00 Page 7

1. 5. 6 Removal of Unaccept abl e Mat er i al ( 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 or i nci dent al t o r emoval of unaccept abl e mat er i al af t er i t has been scr eened f r om t he beach pl acement t empl at e and det er mi ned by t he Cont r act i ng Of f i cer . Removal pr ocedur es f or unaccept abl e mat er i al shal l be of t he Cont r act or ' s own desi gn and ensur e t he qual i t y of mat er i al pl aced. I f per f or mance of t hi s l i ne i t em i s not r equi r ed or i mpl ement ed per Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE, no payment wi l l be made t o t he Cont r act or f or t hi s l i ne item.

1. 5. 6. 2 Measurement

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

1. 5. 6. 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 . Submi t a r equest f or pr ogr ess payment mont hl y i n accor dance wi t h Cl ause 52. 232- 5 PAYMENTS UNDER FI XED- PRI CE CONSTRUCTI ON CONTRACTS of Sect i on 00700 CONTRACT CLAUSES. I n addi t i on t o t he i t ems l i s t ed i n Cl ause

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

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

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

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

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

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

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

SECTI ON 01 22 00 Page 8

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

When addi t i onal wor k i s added by modi f i cat i on, exi st i ng CLI Ns f undi ng amount s must be updat ed, or new CLI Ns f or modi f i cat i on wi l l be cr eat ed.

I f cont r act has opt i on CLI Ns not yet awar ded, opt i on CLI Ns wi l l appear as zer o dol l ar CLI Ns unt i l opt i on i s awar ded by modi f i cat i on. No payment may be r equest ed f or Opt i ons or Modi f i cat i on CLI Ns unt i l cont r act modi f i cat i on has been f unded and si gned.

- - End of Sect i on - -

SECTI ON 01 22 00 Page 9

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 30 00

ADMI NI STRATI VE PROCEDURES

PART 1 GENERAL

1. 1 SUMMARY

1. 2 SUBMI TTALS

1. 3 PROJECT COORDI NATI ON

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

1. 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…