B.08 W912EP24B0008_MCSF_BI_MD_FY24 Specs_RTA_Volume 2.pdf
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- Marine Corps Support Facility - Blount Island, Maintenance Dredging, Duval County, Florida
- Solicitation number
- W912EP24B0008
About this file
This document is a Request for Bid (RFB) for a maintenance dredging project at the Marine Corps Support Facility - Blount Island (MCSF-BI) in Duval County, Florida. The project consists of dredging from Station 0+00 to Station 56+09.1 to a 38-foot Mean Lower Low Water (MLLW) depth, with 2 feet of allowable overdepth. The dredged material will be placed at the Dayson Island Disposal Area (D/A-D). Additional work includes environmental monitoring, turbidity and disposal monitoring, standby time, and partnering regroup. The contract is a single firm fixed-price award, with a 120-calendar day period of performance. The solicitation has been set aside for small businesses, with a $37 million size standard. Bids are due on June 28, 2024 by 1:00 PM EDT, and the bid opening will be held at 2:00 PM EDT the same day. Interested vendors must register on the System for Award Management (SAM) website to receive notifications of any amendments to the solicitation.
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W912EP24B0008
Jacksonville District
Marine Corps Support Facility - Blount Island, Maintenance Dredging
Duval County, Florida
Construction Solicitation and Specifications Volume 2 of 2
See Volume 1 of 2 for issue date
Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and Mai nt enance Dr edgi ng
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 ( Al t er nat e)
01 33 00 SUBMI TTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS
01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)
01 45 05 DREDGI NG/ BEACH FI LL PLACEMENT - 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 DREDGI NG
35 20 26 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM - SCOW ULLAGE
PROFI LE
- - 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: USACE BIMT ARP
PID: BBGM25
Stamping: NONE Setting: Unspecified setting
Description: To reach mark, proceed to the Marine Corps Support Facility Blount Island Command on the northeast side of Jacksonville, Duval County, FL. Permission must be granted for entry into base through a controlled entry point.
Station is located just before an area called Navy Point and is attached to a group of electrical junction boxes, on the east side of the road. Point is a GPS antenna attached with an aluminum pole attached to a larger pipe which is part of the stand for the junction boxes.
SECTION 00 31 21 Page 2
Designation: BIMT-101
PID: BBBX61
Stamping: BIMT-101, 2010, JAX DIST Setting: Set in top of concrete monument
Description: To reach from the intersection of Heckscher Dr and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate.
Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Turn left and proceed southerly 0.7 miles to an area known as Navy Point and station location.
SECTION 00 31 21 Page 3
Designation: STJO-302
PID: BBCB02
Stamping: STJO 302 1991 JAX DIST Setting: Massive retaining walls
Description: To reach from the intersection of Heckscher Dr. and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate.
Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Continue west to pier. Mark is located near SW corner of bulkhead near most southerly bollard.
SECTION 00 31 21 Page 4
DESIGNATION - 872 0221 K TIDAL
PID - BC2397
TIDAL BM - This is a Tidal Benchmark.
STATE/COUNTY- FL/DUVAL
MARKER: TIDAL STATION DISK SET IN TOP OF CONCRETE MONUMENT SET
FLUSH WITH THE GROUND.
STAMPING: 0221 K 1984
MARK LOGO: NOS
MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET
STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE MOTION
SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
SATELLITE OBSERVATIONS - July 11, 2004
STATION DESCRIPTION BY FL DEPT OF NAT RES 1987 (RWH)
AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO 0.5 MILE
WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, GO 0.5 MILE
NORTHERLY ON FULTON ROAD TO THE MARK. THE MARK BEARS 29.8 FEET
SOUTHEAST OF THE CENTERLINE OF FULTON ROAD, 49.0 FEET NORTHEAST OF THE
CENTERLINE OF CHARLES BENNETT DRIVE, 17.7 FEET NORTHEAST OF A WOODEN
FENCE CORNER, 6.2 FEET SOUTHWEST OF A 2 FOOT BY 2 FOOT STONE COLUMN,
AND 1.3 FEET NORTHWEST OF A WOODEN FENCE. THE MARK IS 1.0 FT ABOVE
THE ROAD. THE MARK IS 1.9 E FROM A WITNESS POST.
STATION RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
RECOVERED IN GOOD CONDITION. THE MARK IS IN THE SMALL COMMUNITY OF
BEACON HILLS.
NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
SECTION 00 31 21 Page 5
DESIGNATION: ST JO 351 2009 JAX FL
PROCEED FROM INTERSECTION OF I295/S.R. 9A AND HECKSCHER DRIVE, 4.1 MI. SOUTH ON
HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK
BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE
345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD +/-170'.
POINT IS +/- 260' NORTH OF CENTERLINE OF GRAVEL ROAD, +/-75' WEST OF WEST TOP OF
LEVEE.
SECTION 00 31 21 Page 6
DESIGNATION: ST JO 352 2009 JAX FL
PROCEED FROM INTERSECTION OF I295/S.R. 9A AND HECKSCHER DRIVE, 4.1 MI. SOUTH ON
HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK
BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE
345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD 1 MILE'.
POINT IS +/- 65' NORTH OF NORTH TOP OF LEVEE.
SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA
SECTION 00 33 50 Page 1
1. The following water stage, wind, wave, and weather data are provided for inclusion in the subject project’s P&S. The water level datums provided here are for information only and are not for use in conjunction with any contract-related hydrographic surveying.
a) Water Stages. Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms may affect the area any time of the year.
Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide station shown in Figure 1 and Table 1. These data are referenced to Mean Lower Low Water (MLLW) from the tidal epoch period of 1983 to 2001 and are based on a controlling tide station near Mayport, Florida (NOAA Tide Station 8720220). Additional tidal data on stations in the vicinity of the subject project area can be found at the following website: https://tidesandcurrents.noaa.gov/map/index.html?region=Florida.
The datums in Table 1 are based on values from the NOS tidal benchmark for tide station 8720221 (Fulton, St. Johns River, FL). These datums are based on a 5-month analysis from 01 October 1977 to 28 February 1978 from a gauge in the St. Johns River located roughly 1,000 feet southeast of the project area.
Figure 1. NOAA Tide Stations in the Vicinity of Duval County, Florida
Project Area
8720221 Fulton, St. Johns River, FL
Placement Area
N https://tidesandcurrents.noaa.gov/map/index.html?region=Florida
SECTION 00 33 50 Page 2
Table 1. Datums from NOAA Station 8720221 (Fulton, St. Johns River, FL)
Location: 30° 23.4' N, 81° 30.4' W Analysis Period: October 1977 to February 1978
Datum Elevation (ft-MLLW) Mean Higher-High Water (MHHW) 3.91 Mean High Water (MHW) 3.71 North American Vertical Datum of 1988 (NAVD) 2.36 Mean Sea Level (MSL) 1.93 Mean Tide Level (MTL) 1.90 Mean Low Water (MLW) 0.10 Mean Lower-Low Water (MLLW) 0.00
Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area, are included in the publication East Coast of North and South America Tide Tables, United States (U.S.) Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean tide levels, diurnal tide ranges, and some astronomical data (sunrise, sunset, moonrise, and moonset). Of note, tidal data provided in this publication are also listed at the following website:
https://tidesandcurrents.noaa.gov/tide_predictions.html.
b) Wind and Wave Data. The publications in this section include wind and wave information in the vicinity of the project area. They are available for review at the websites or agencies indicated.
i. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or on the following website: https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.
ii. U.S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database is a wave hindcast database for various stations located along the U.S. Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station ST63407 is in roughly 13.0 meters (42.7 feet) of water relative to the Mean Sea Level (MSL) datum at 30° 25' 12" N, 81° 15' 0" W. This station lies approximately 9.0 miles east of the mouth of the St. Johns River. Available data includes a hindcast time series of wave height, wave spread, wave period, wave and wind direction, and wind speed at 1-hour intervals for the 43-year period of January 1980 to December 2022. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: https://wisportal.erdc.dren.mil/.
iii. National Data Buoy Center (NDBC) Website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website include wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gauge readings are updated hourly, and archived data is available for most stations. Data relevant to Florida projects are found at the following website:
https://www.ndbc.noaa.gov/.
c) Weather Conditions. The project area is subject to tropical systems June through November and to windy and rainy weather any time of the year. The climate of the area is essentially tropical, as temperatures below freezing are seldom. During the wet season (May through October), rainfall events are usually short https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html https://wisportal.erdc.dren.mil/ https://www.ndbc.noaa.gov/
SECTION 00 33 50 Page 3 and sporadic and closely associated with convective activity. Winter months generally constitute the dry season, where rainfall is typically associated with mid-latitude, or extratropical, systems and distributed in a more spatially uniform pattern. Daily rainfall events in the dry season are occasionally heavy when mid-latitude systems impact northeast Florida. Notably, hazardous thunderstorms can occur in this area at any time of the year.
i. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (https://www.ncdc.noaa.gov/cdo-web/) published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological data relevant to this region. Available data include quality-controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 15- to 30-year climate normals.
NOAA’s Climate Data Online website includes Monthly Normals (average values) for temperature, precipitation, and other climatological information over three periods: 1981 to 2010, 1991 to 2020, and 2006 to 2020. NOAA’s Jacksonville 8.8 E, FL station (US1FLDV0021) is closest to the project area and lies roughly 2.8 miles south of the project site at 30° 21' 22'' N, 81° 30' 43'' W. The most applicable period for data at this site is likely 1991 to 2020 and is found at the following website:
https://www.ncei.noaa.gov/maps/normals/.
https://www.ncdc.noaa.gov/cdo-web/ https://www.ncei.noaa.gov/maps/normals/
SECTI ON TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
SECTI ON 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1. 1 REFERENCES
1. 2 WORK COVERED BY CONTRACT DOCUMENTS
1. 2. 1 Pr oj ect Descr i pt i on
1. 2. 2 Locat i on
1. 2. 3 Saf et y Requi r ement s
1. 2. 4 Wor k Per f or med by Ot her s
1. 3 SUBMI TTALS
1. 4 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK
1. 5 LI QUI DATED DAMAGES - CONSTRUCTI ON
1. 6 PHYSI CAL DATA
1. 6. 1 Physi cal Condi t i ons
1. 6. 2 Weat her , Wat er St age and Ti de Dat a
1. 6. 3 Cont r act or I nvest i gat i on
1. 6. 4 Mar i t i me Tr af f i c
1. 6. 5 Obst r uct i on of Channel
1. 6. 6 Hydr ogr aphi c Sur veys
1. 7 CONTRACTOR ACCESS AND USE OF PREMI SES
1. 7. 1 MARI NE CORPS SUPPORT FACI LI TY - BLOUNT I SLAND ( MCSF- BI ) ENTRY
CONTROL REGULATI ONS
1. 7. 1. 1 Access
1. 7. 1. 2 No Smoki ng Pol i cy
1. 7. 1. 3 Cel l Phone Usage
1. 7. 1. 4 Cont r act or Vehi c l es
1. 7. 1. 5 Secur i t y Requi r ement s
1. 8 PHOTOGRAPHY
1. 9 LAYOUT OF WORK
1. 9. 1 Est abl i shed Pr oj ect Cont r ol
1. 9. 2 Layout
1. 9. 3 Sur vey
1. 10 DAMAGE TO WORK
1. 11 EXI STI NG WORK
1. 12 ENTRY CONTROL PROCEDURES APPENDI X
PART 2 PRODUCTS ( NOT USED)
PART 3 EXECUTI ON ( NOT USED)
- - End of Sect i on Tabl e of Cont ent s - -
SECTI ON 01 11 00 Page 1
SECTI ON 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1. 1 REFERENCES
The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by t he basi c desi gnat i on onl y.
U. S. ARMY CORPS OF ENGI NEERS ( USACE)
GDR SECTI ON 00 31 32, Geot echni cal Dat a Repor t f or Mar i ne Cor ps Suppor t Faci l t y - Bl ount I s l and, Mai nt enance Dr edgi ng, Duval Count y, Fl or i da
EM 385- 1- 1 ( 2024) Saf et y and Occupat i onal Heal t h ( SOH) Requi r ement s
1. 2 WORK COVERED BY CONTRACT DOCUMENTS
1. 2. 1 Pr oj ect Descr i pt i on
Pr oj ect wor k consi st s of mai nt enance dr edgi ng at t he Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and ( MCSF- BI ) f r om St at i on 0+00 t o St at i on 56+09. 1 wi t h a 38- f oot r equi r ed Mean Lower Low Wat er ( MLLW) mai nt enance dept h pl us t wo f eet of al l owabl e over dept h as shown on t he dr awi ngs. The pl acement l ocat i on of t he dr edged mat er i al wi l l be Dayson I s l and Di sposal Ar ea ( D/ A- D) as shown on t he dr awi ngs. Addi t i onal wor k al so i ncl udes envi r onment al moni t or i ng, t ur bi di t y and di sposal moni t or i ng, st andby t i me, and par t ner i ng r egr oup.
1. 2. 2 Locat i on
MCSF- BI i s l ocat ed appr oxi mat el y 15 mi l es nor t heast of downt own Jacksonvi l l e, Fl or i da and ni ne mi l es west of t he mout h of t he St . Johns Ri ver . Bl ount I s l and i s bor der ed t o t he nor t h by St . Johns Ri ver and Ful t on Cut of f Channel t o t he sout h.
1. 2. 3 Saf et y Requi r ement s
See Sect i on 01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS and EM 385- 1- 1.
1. 2. 4 Wor k Per f or med by Ot her s
See par agr aph PROJECT COORDI NATI ON of Sect i on 01 30 00 ADMI NI STRATI VE
PROCEDURES.
1. 3 SUBMI TTALS
Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;
submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When
SECTI ON 01 11 00 Page 2 used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Tr ansmi t submi t t al i t ems i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES.
SD- 01 Pr econst r uct i on Submi t t al s
Li st Of Cont act Per sonnel
1. 4 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK
Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK ( FAR 52. 211- 10) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.
1. 5 LI QUI DATED DAMAGES - CONSTRUCTI ON
Ref er t o t he Cl ause LI QUI DATED DAMAGES - CONSTRUCTI ON ( FAR 52. 211- 12) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.
1. 6 PHYSI CAL DATA
Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause PHYSI CAL DATA ( FAR
52. 236- 4) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.
1. 6. 1 Physi cal Condi t i ons
The i ndi cat i ons of physi cal condi t i ons on t he dr awi ngs and i n t he speci f i cat i ons ar e t he r esul t of s i t e i nvest i gat i ons by sur veys and/ or by cor e bor i ngs. When t he i ndi cat ed physi cal condi t i ons ar e t he r esul t of s i t e i nvest i gat i ons by cor e bor i ngs, t he cor e bor i ng l ogs and l abor at or y dat a ar e i n 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. 6. 2 Weat her , Wat er St age and Ti de Dat a
See Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA.
1. 6. 3 Cont r act or I nvest i gat i on
Ref er t o t he Cl ause SI TE I NVESTI GATI ON AND CONDI TI ONS AFFECTI NG THE WORK ( FAR 52. 236- 3) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.
1. 6. 4 Mar i t i me Tr af f i c
Mar i ne Tr af f i c i n t he pr oj ect ar ea consi st s of Naval , commer ci al , pl easur e, and smal l r ecr eat i onal vessel s of al l t ypes and si zes whi ch can be accommodat ed by exi st i ng dept hs.
1. 6. 5 Obst r uct i on of Channel
The Gover nment wi l l not under t ake t o keep t he channel f r ee f r om vessel s or ot her obst r uct i ons, except t o t he ext ent of such r egul at i ons, i f any, as may be pr escr i bed by t he Secr et ar y of t he Ar my, i n accor dance wi t h t he pr ovi s i ons of Sect i on 7 of t he Ri ver and Har bor Act appr oved 8 August 1917. 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, pr ompt l y move sai d pl ant on t he appr oach of any vessel t o such an ext ent as may be
SECTI ON 01 11 00 Page 3 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, pr ompt l y r emove t he pl ant , i ncl udi ng r anges, buoys, pi l es, and ot her mar ks pl aced under t he Cont r act i n navi gabl e wat er s or on shor e.
1. 6. 6 Hydr ogr aphi c Sur veys
Hydr ogr aphi c sur veys ar e pr ovi ded on t he ehydr o web si t e:
ht t ps: / / www. ar cgi s. com/ apps/ opsdashboar d/ i ndex. ht ml #/ 4b8f 2ba307684cf 597617bf 1b6d2f 85d Sur vey number s ar e i ndi cat ed on t he dr awi ngs.
1. 7 CONTRACTOR ACCESS AND USE OF PREMI SES
Fur ni sh a l i s t of cont act per sonnel of t he Cont r act or and subcont r act or s i ncl udi ng addr esses and t el ephone number s f or use i n t he event of an emer gency. As changes occur and addi t i onal i nf or mat i on becomes avai l abl e, cor r ect and change t he i nf or mat i on cont ai ned i n pr evi ous l i s t s.
I t i s i ncumbent on t he Cont r act or t o ascer t ai n t he cur r ent secur i t y and base access r equi r ement s appr opr i at e t o t he pr oj ect l ocat i on and i ncor por at e t he cost , i f any, f or compl i ance t o sai d r equi r ement s i nt o Cont r act or ' s pr oposal . Lack of knowl edge of cur r ent r equi r ement s does not const i t ut e a basi s f or an adj ust ment t o t he cont r act . Ensur e t hat Cont r act or per sonnel empl oyed on t he act i v i t y become f ami l i ar wi t h and obey act i v i t y r egul at i ons i ncl udi ng saf et y, f i r e, t r af f i c and secur i t y r egul at i ons. Keep wi t hi n t he l i mi t s of t he wor k and avenues of i ngr ess and egr ess. Wear har d hat s i n desi gnat ed ar eas. Do not ent er any r est r i ct ed ar eas unl ess c l ear ed by t he Cont r act i ng Of f i cer .
1. 7. 1 MARI NE CORPS SUPPORT FACI LI TY - BLOUNT I SLAND ( MCSF- BI ) ENTRY
CONTROL REGULATI ONS
1. 7. 1. 1 Access
Mar i ne Cor ps Suppor t Faci l i t y Bl ount I s l and ( MCSF- BI ) has t r ansi t i oned t o t he Def ense Bi omet r i c I dent i f i cat i on Syst em ( DBI DS) . The DBI DS cr edent i al / pass i s no cost t o t hose r equi r i ng access t o MCSF- BI f or of f i c i al busi ness.
Al l cont r act or s and vendor s r equi r e sponsor shi p t o come aboar d MCSF- BI .
Bef or e bei ng gr ant ed access aboar d MCSF- BI , cont r act or s and vendor s ar e r equi r ed t o possess a DBI DS cr edent i al / pass. The DBI DS cr edent i al / pass ver i f i es t hat t he cont r act or or v i s i t or has of f i c i al busi ness on MCSF- BI , and t hat an Aut hor i zed Gover nment Sponsor has sponsor ed t hem aboar d MCSF- BI . The Sponsor ' s i nf or mat i on wi l l be pr ovi ded t o t he Cont r act or af t er awar d. Cont r act or empl oyees accessi ng Dayson I s l and Di sposal Ar ea ( D/ A- D) must go t hr ough t he same badgi ng pr ocess as speci f i ed f or access t o MCSF- BI and have t hei r badges on t hem whi l e at D/ A- D.
Ent r y Cont r ol Pr ocedur es ar e def i ned i n CmdO 5560. 1F at t ached as Appendi x A. Cont r act or empl oyees and r epr esent at i ves per f or mi ng wor k under t hi s cont r act ar e r equi r ed t o be ei t her Uni t ed St at es c i t i zens or document ed l egal r esi dent s ( st at us ver i f i ed by pr i me cont r act or ) . Al l Cont r act or empl oyees must obt ai n t he r equi r ed empl oyee and vehi c l e passes. Each empl oyee i s r equi r ed t o wear t he Gover nment i ssued badge over t he f r ont of t he out er c l ot hi ng. Fai l ur e t o obt ai n secur i t y and base access passes wi l l not be a cause f or cont r act per f or mance t i me ext ensi on. I mmedi at el y t ur n i n al l t er mi nat ed empl oyee' s badges t o t he i ssui ng of f i ce.
To r equest DBI DS, submi t compl et ed f or m MCSF PD 5512/ 2, avai l abl e f r om t he
SECTI ON 01 11 00 Page 4
Cont r act i ng Of f i cer . Backgr ound check t ypi cal l y t akes 7 t o 10 days.
Cont act Pass & I D ( Bui l di ng 110, 904- 696- 3806) one week af t er DBI DS submi ssi on t o check st at us. When backgr ound check i s compl et e and f avor abl e, pr esent val i d i dent i f i cat i on, such as a passpor t or Real I D Act compl i ant st at e dr i ver ' s l i cense, t o pi ck up DBI DS cr edent i al .
Reasons why per sons wi l l be deni ed access t o t he i nst al l at i on ar e l i s t ed i n MCI EAST- MCB CAMLEJO 5530. 15B, sect i on 3- 3.
Thr oughout t he l engt h of t he cont r act , t he Cont r act or empl oyee wi l l cont i nue t o meet backgr ound scr een st andar ds. Per i odi c backgr ound scr eeni ngs ar e conduct ed t o ver i f y cont i nued DBI DS par t i c i pat i on and i nst al l at i on access pr i v i l eges. DBI DS access pr i v i l eges wi l l be i mmedi at el y suspended or r evoked i f at any t i me a Cont r act or empl oyee becomes i nel i gi bl e. An adj udi cat i on pr ocess may be i ni t i at ed when a backgr ound scr een f ai l ur e r esul t s i n di squal i f i cat i on f r om par t i c i pat i on i n t he DBI DS, and Cont r act or empl oyee does not agr ee wi t h t he r eason f or di squal i f i cat i on. The Gover nment i s t he f i nal aut hor i t y.
I mmedi at el y r epor t i nst ances of l ost or st ol en badges t o t he Cont r act i ng Of f i cer . I mmedi at el y col l ect DBI DS cr edent i al s and not i f y t he Cont r act i ng Of f i cer i n wr i t i ng under t he f ol l owi ng ci r cumst ances: ( 1) An empl oyee has depar t ed t he company wi t hout havi ng pr oper l y r et ur ned or sur r ender ed t hei r DBI DS cr edent i al s. ( 2) Ther e i s a r easonabl e basi s t o concl ude t hat an empl oyee, or f or mer empl oyee, mi ght pose a r i sk, compr omi se, or t hr eat t o t he saf et y or secur i t y of t he I nst al l at i on or anyone t her ei n.
1. 7. 1. 2 No Smoki ng Pol i cy
Smoki ng i s pr ohi bi t ed wi t hi n and out si de of al l bui l di ngs on i nst al l at i ons under t he cogni zance of NAVFAC Sout heast except i n desi gnat ed smoki ng ar eas. Thi s appl i es t o exi st i ng bui l di ngs, bui l di ngs under const r uct i on and bui l di ngs under r enovat i on. Di scar di ng t obacco mat er i al s ot her t han i nt o desi gnat ed t obacco r ecept acl es i s consi der ed l i t t er i ng and i s subj ect t o f i nes. The Cont r act i ng Of f i cer wi l l i dent i f y desi gnat ed smoki ng ar eas.
1. 7. 1. 3 Cel l Phone Usage
Cel l phone usage on MCSF- BI whi l e dr i v i ng i s st r i ct l y pr ohi bi t ed and vi ol at or s wi l l be t i cket ed. Make sur e al l empl oyees and t hose of subcont r act or s ar e awar e of t hi s r est r i ct i on.
1. 7. 1. 4 Cont r act or Vehi c l es
Al l vehi c l es must di spl ay a val i d st at e l i cense pl at e and saf et y i nspect i on st i cker , i f appl i cabl e, and must be mai nt ai ned i n good r epai r .
The company name must be di spl ayed i n a c l ear l y v i s i bl e manner and si ze on each Cont r act or vehi c l e used i n t he cour se of wor k. Regi st r at i on, pr oof of i nsur ance and dr i ver ' s l i censes ar e r equi r ed t o obt ai n a st at i on vehi c l e pass.
1. 7. 1. 5 Secur i t y Requi r ement s
Compl y wi t h al l Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and secur i t y i nst r uct i ons and di r ect i ves.
1. 8 PHOTOGRAPHY
The use of camer as, v i deo r ecor der s, mobi l e devi ces, wi r el ess phones wi t h
SECTI ON 01 11 00 Page 5 camer as, et c. f or t he use of phot ogr aphy i s not aut hor i zed wi t hout a val i d camer a pass i ssued by t he Physi cal Secur i t y Of f i cer v i a t he Secur i t y Manager . Cont act MCSF- BI I nst al l at i on Di v i s i on t o r equest camer a passes.
Addi t i onal l y, phot ogr aphy of any sensi t i ve mat er i al mar ked For Of f i c i al Use Onl y, Cl assi f i ed, or of secur i t y f or ces or appar at us i s st r i ct l y pr ohi bi t ed. Phot ogr aphi ng Mar i t i me Pr e- Posi t i oni ng For ce ( MPF) vessel s i s al so pr ohi bi t ed. Not i f y t he Cont r act i ng Of f i cer bef or e any phot ogr aphs ar e t aken. Af t er phot ogr aphs ar e t aken, pr ovi de t he phot ogr aphs t o t he Cont r act i ng Of f i cer f or appr oval .
1. 9 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. 9. 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. Cal i br at e al l pr oj ect s const r uct ed and mai nt ai ned t o a t i dal dat um t o t he St at i on I D speci f i ed i n t he pl an sheet dr awi ngs. I nf or mat i on r egar di ng t he l ocat i on and associ at ed benchmar ks of t he r ef er enced St at i on I D i s i ncl uded i n t he Monument Descr i pt i on sect i on of t hese speci f i cat i ons.
See Sect i on 00 31 21 CONTROL MONUMENT DESCRI PTI ONS f or MARI NE CORPS
SUPPORT FACI LI TY - BLOUNT I SLAND AND DAYSON I SLAND DI SPOSAL AREA.
1. 9. 2 Layout
Fr om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he Gover nment , compl et e t he l ayout of t he wor k and obt ai n al l measur ement s t hat may be r equi r ed f or t he execut i on of t he wor k t o t he l ocat i on and l i mi t mar ks pr escr i bed i n t he speci f i cat i ons or on t he cont r act dr awi ngs, subj ect t o such modi f i cat i ons as t he Cont r act i ng Of f i cer may r equi r e t o meet changed condi t i ons or as a r esul t of necessar y modi f i cat i ons t o t he cont r act wor k.
1. 9. 3 Sur vey
Pr ovi de equi pment , t ool s, mat er i al , l abor f or l ayi ng out any par t of t he wor k f r om t he monument s, cont r ol dat a, and el evat i ons est abl i shed by t he Gover nment . Mai nt ai n and pr eser ve al l monument s, st akes and ot her mar ks est abl i shed by t he Cont r act i ng Of f i cer unt i l aut hor i zed t o r emove t hem, and i f such mar ks or monument s ar e dest r oyed by t he Cont r act or or t hr ough negl i gence, pr i or t o t hei r aut hor i zed r emoval , t hey may be r epl aced by t he Cont r act i ng Of f i cer , at t hei r di scr et i on, and t he expense of r epl acement wi l l be deduct ed f r om any amount s due or t o become due t he Cont r act or .
SECTI ON 01 11 00 Page 6
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. 10 DAMAGE TO WORK
The r esponsi bi l i t y f or damage t o any par t of t he per manent wor k wi l l be as set f or t h i n Cl ause PERMI TS AND RESPONSI BI LI TI ES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. However , i f any par t of t he per manent wor k per f or med by t he Cont r act or i s damaged by f l ood, ear t hquake, hur r i cane, or t or nado, whi ch damage i s not due t o t he f ai l ur e of t he Cont r act or t o t ake r easonabl e pr ecaut i ons or t o exer ci se sound engi neer i ng and const r uct i on pr act i ces i n t he conduct of t he wor k, make t he r epai r s as or der ed by t he Cont r act i ng Of f i cer and f ul l compensat i on f or such r epai r s wi l l be made at t he appl i cabl e Cont r act uni t or j ob pr i ces as f i xed and est abl i shed i n t he Cont r act . I f , i n t he opi ni on of t he Cont r act i ng Of f i cer , t her e ar e no cont r act uni t or j ob pr i ces appl i cabl e t o any par t of such wor k, an equi t abl e adj ust ment pur suant t o Cl ause CHANGES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1 wi l l be made as f ul l compensat i on f or t he r epai r s of t hat par t of t he per manent wor k f or whi ch t her e ar e no appl i cabl e cont r act uni t or j ob pr i ces. Except as her ei n pr ovi ded, r epai r damage t o al l wor k ( i ncl udi ng t empor ar y const r uct i on) , ut i l i t i es, mat er i al s, equi pment and pl ant at t he Cont r act or ' s expense, r egar dl ess of t he cause of such damage.
1. 11 EXI STI NG WORK
I n addi t i on t o FAR 52. 236- 9, Pr ot ect i on of Exi st i ng Veget at i on, St r uct ur es, Equi pment , Ut i l i t i es, and I mpr ovement s:
a. Remove or al t er exi st i ng wor k i n such a manner as t o pr event i nj ur y or damage t o any por t i ons of t he exi st i ng wor k whi ch r emai n.
b. Repai r or r epl ace por t i ons of exi st i ng wor k whi ch have been al t er ed dur i ng const r uct i on oper at i ons t o mat ch exi st i ng or adj oi ni ng wor k, as appr oved by t he Cont r act i ng Of f i cer . At t he compl et i on of oper at i ons, exi st i ng wor k must be i n a condi t i on equal t o or bet t er t han t hat whi ch exi st ed bef or e new wor k st ar t ed.
1. 12 ENTRY CONTROL PROCEDURES APPENDI X
APPENDI X A - - Mar i ne Cor ps Suppor t Faci l i t y - Bl ount I s l and Command Or der Ent r y Cont r ol Pr ocedur es ( CmdO 5560. 1F) ( 35 PAGES)
PART 2 PRODUCTS ( NOT USED)
PART 3 EXECUTI ON ( NOT USED)
- - End of Sect i on - -
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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 Mar i ne Ani mal Obser ver ( Mechani cal / Cl amshel l Dr edgi ng Onl y, Li ne I t em 0004)
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 Bi r d Moni t or i ng ( Li ne I t em 0005)
1. 5. 2. 1 Payment
1. 5. 2. 2 Measur ement
1. 5. 2. 3 Uni t of Measur e
1. 5. 3 St ur geon Pr ot ect ed Speci es Obser ver ( Cut t er head Dr edgi ng Onl y, Li ne I t em 0006)
1. 5. 3. 1 Payment
1. 5. 3. 2 Measur ement
1. 5. 3. 3 Uni t of Measur e
1. 5. 4 St andby Ti me ( Li ne I t em 0007)
1. 5. 4. 1 Payment
1. 5. 4. 2 Measur ement
1. 5. 4. 3 Uni t of Measur e
1. 5. 5 Par t ner i ng Regr oup ( Li ne I t em 0008)
1. 5. 5. 1 Payment
1. 5. 5. 2 Measur ement
1. 5. 5. 3 Uni t of Measur e
PART 2 PRODUCTS ( NOT USED)
PART 3 EXECUTI ON
3. 1 PAYMENT PROCEDURES
3. 1. 1 Request i ng Pr ogr ess Payment
3. 1. 2 Opt i ons and Modi f i cat i on CLI NS
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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 Ref er ence
The publ i cat i on l i s t ed bel ow f or ms a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. Thi s publ i cat i on i s r ef er r ed t o i n t he t ext by t he basi c desi gnat i on onl y.
U. S. ARMY CORPS OF ENGI NEERS ( USACE)
EM 1110- 2- 1003 ( 2013) Hydr ogr aphi c Sur veyi ng
1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)
1. 2. 1 Def i ni t i on
The t er ms Cont r act Li ne I t em Number ( CLI N) and Li ne I t em ar e i nt er changeabl e her ei n ( e. g. : CLI N 0001 i s Li ne I t em 0001) . The t er m CLI N i s a cont r act i ng t er m used i n t he Resi dent Management Syst em ( RMS) payment dat a base.
1. 2. 2 I nst r uct i ons
See Sect i on 01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM) f or mor e i nf or mat i on on CLI Ns, schedul e of val ues of pay act i v i t i es and const r uct i on schedul e, and payment pr ocedur es. The Cont r act or mode user manual wi t h i n- dept h i nst r uct i ons can be downl oaded f r om t he RMS web si t e i ndi cat ed i n Sect i on 01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE
( RMS CM) .
1. 3 SUBMI TTALS
Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;
submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Tr ansmi t submi t t al i t ems i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES. Submi t t he f ol l owi ng pr econst r uct i on submi t t al i t ems no l at er t han 30 cal endar
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
SD- 07 Cer t i f i cat es
Request f or Pr ogr ess Payment ; G, RO
1. 4 JOB PAYMENT I TEMS
Payment i t ems f or t he wor k of t hi s cont r act f or whi ch cont r act l ump sum payment s wi l l be made ar e l i s t ed i n t he LI NE I TEMS AND PRI CI NG SCHEDULE wi t h t he uni t JOB and descr i bed bel ow. Al l cost s f or i t ems of wor k, whi ch ar e not speci f i cal l y ment i oned t o be i ncl uded i n a par t i cul ar j ob or uni t pr i ce payment i t em, wi l l be i ncl uded i n t he l i s t ed j ob i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The j ob pr i ce and payment made f or each i t em l i st ed wi l l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or whi ch separ at e payment i s not ot her wi se pr ovi ded.
Pr ogr ess payment s f or j ob CLI Ns wi l l be made i n accor dance wi t h t he Payment s Under Fi xed- Pr i ce Const r uct i on Cont r act s c l ause of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. Submi t Schedul e of Val ues f or Gover nment appr oval wi t h t he basel i ne schedul e submi t t al ( see Sect i on 01 32 01 PROJECT SCHEDULE) . I ncl ude a l i s t of pay act i v i t i es t o br eakdown bi d f or each j ob CLI N as par t of t he RMS Schedul e. Schedul e of Val ues wi l l become basi s f or CLI N and Pay Act i v i t y dat a i n t he RMS payment dat a base. An unbal anced Schedul e of Val ues and Pay Act i v i t y Schedul e wi l l be r et ur ned f or r evi s i on. I f t hi s cont r act cont ai ns ei t her t he Cont i nui ng Cont r act s c l ause or t he Cont i nui ng Cont r act s ( Al t er nat e) c l ause, t ake i nt o account t he amount r eser ved f or cont r act payment s when pr epar i ng t he const r uct i on schedul e.
1. 4. 1 Mobi l i zat i on and Demobi l i zat i on ( Li ne I t em 0001)
Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o mobi l i zat i on and demobi l i zat i on and est abl i shment of i ni t i al pr oj ect management and coor di nat i on. See Cl ause PAYMENT FOR MOBI LI ZATI ON AND DEMOBI LI ZATI ON of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.
1. 4. 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 Sect i on 01 57 25 TURBI DI TY AND DI SPOSAL MONI TORI NG.
1. 4. 3 Mar i ne Ani mal Obser ver ( Mechani cal / Cl amshel l Dr edgi ng 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 mar i ne ani mal obser ver s r equi r ed when mechani cal dr edgi ng, i ncl udi ng cl amshel l dr edgi ng. See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.
SECTI ON 01 22 00 Page 4
1. 5 UNI T PRI CE PAYMENT I TEMS
Payment i t ems f or t he wor k of t hi s cont r act on whi ch t he cont r act uni t pr i ce payment s wi l l be made ar e l i s t ed i n t he LI NE I TEMS AND PRI CI NG SCHEDULE and descr i bed bel ow. The uni t pr i ce and payment made f or each i t em l i st ed wi l l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or each of t he 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 and 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) ;
oper at i ons at t he di sposal ar ea( s) ; f oam r educt i on/ el i mi nat i on dur i ng out f al l st r uct ur e di schar ge; noi se cont r ol ; and debr i s r emoval . 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 Sect i on 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 AREA DESI GNATED BY THE CONTRACTI NG OFFI CER as used i n t he CONTI NUI TY OF WORK par agr aph, i s def i ned as ACCEPTANCE SECTI ON.
c. Hydr ogr aphi c sur veys f or f i nal measur ement and payment and f or accept 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.
1. 5. 1. 2 Measur ement
a. The maps and/ or dr awi ngs al r eady pr epar ed ( c l ause CONTRACT DRAWI NGS 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 wi l 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 has been compl et ed. Pr ovi de 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 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 wi l 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
SECTI ON 01 22 00 Page 5
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.
1. 5. 2 Bi r d Moni t or i ng ( Li ne I t em 0005)
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 bi r d moni t or i ng. See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.
1. 5. 2. 2 Measur ement
Measur ement wi l l be based on t he t i me t he moni t or i s wor ki ng on si t e wi t hi n t he dat es r equi r ed i n Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.
1. 5. 2. 3 Uni t of Measur e
Day.
1. 5. 3 St ur geon Pr ot ect ed Speci es Obser ver ( Cut t er head Dr edgi ng Onl y, Li ne I t em 0006)
1. 5. 3. 1 Payment
Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o st ur geon pr ot ect ed speci es obser ver r equi r ed when cut t er head dr edgi ng. See Sect i on
01 57 20 ENVI RONMENTAL PROTECTI ON.
1. 5. 3. 2 Measur ement
Measur ement wi l l be based on t he t i me t he obser ver i s wor ki ng on si t e wi t hi n t he dat es r equi r ed i n Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.
1. 5. 3. 3 Uni t of Measur e
Day.
1. 5. 4 St andby Ti me ( Li ne I t em 0007)
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 st andby of dr edge pl ant onl y upon i mpl ement at i on of t hi s l i ne i t em. St andby t i me i s def i ned as when, at t he di r ect i on of t he Cont r act i ng Of f i cer , t he dr edge i s put out of oper at i on f or r easons out si de t he r equi r ement s i n t he cont r act .
1. 5. 4. 2 Measur ement
St andby t i me, when exer ci sed by t he Cont r act i ng Of f i cer , wi l l be measur ed f or payment by each hour , or par t t her eof , t hat t he pl ant i s not i n oper at i on.
SECTI ON 01 22 00 Page 6
1. 5. 4. 3 Uni t of Measur e
Hour .
1. 5. 5 Par t ner i ng Regr oup ( Li ne I t em 0008)
1. 5. 5. 1 Payment
Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o conduct i ng a par t ner i ng r egr oup. See Sect i on 01 30 00 ADMI NI STRATI VE PROCEDURES. The i ni t i al par t ner i ng meet i ng wi l l not be pai d f or under t hi s l i ne i t em as i t i s a di st r i but ed cost mandat or y admi ni st r at i ve act i on.
1. 5. 5. 2 Measur ement
The basi s f or payment wi l l be f or t he compl et i on of each par t ner i ng r egr oup meet i ng and Gover nment r ecei pt of al l compl et ed wor k pr oduct s.
1. 5. 5. 3 Uni t of Measur e
Each.
PART 2 PRODUCTS ( NOT USED)
PART 3 EXECUTI ON
3. 1 PAYMENT PROCEDURES
Upon r ecei v i ng i ni t i al Resi dent Management Syst em i mpor t f i l e, go t o PAY ACTI VI TI ES and est abl i sh a l i nk bet ween bi d br eakdown schedul e of val ues of PAY ACTI VI TI ES t o cont r act CLI Ns usi ng SCHEDULE ACTI VI TI ES dat a ent r y page.
3. 1. 1 Request i ng Pr ogr ess Payment
For pr ogr ess payment s, ensur e ACTI VI TY SCHEDULE, FEATURE SCHEDULE, submi t t al r egi st er , and punchl i st s ar e al l up t o dat e. Use PROGRESS PAYMENTS t o REQUREST ACTI VI TY f or bot h ACTI VI TY EARNI NGS dat a ent r y page and OTHER EARNI NG. Pr ovi de har d copi es of suppor t i ng i nvoi ces and quant i t y measur ement s t o suppor t al l r equest ed ear ni ngs. Ensur e t hat sums of payment act i v i t i es do not exceed cont r act awar d CLI N f undi ng amount s, or unbal anced CLI Ns er r or wi l l pr event pr ocessi ng t he payment . Submi t a r equest f or pr ogr ess payment mont hl y i n accor dance wi t h Cl ause 52. 232- 5 PAYMENTS UNDER FI XED- PRI CE CONSTRUCTI ON CONTRACTS of Sect i on 00700 CONTRACT CLAUSES. I n addi t i on t o t he i t ems l i s t ed i n Cl ause
52. 232- 5( b) ( 1) , submi t t he f ol l owi ng i n t he r equest f or pr ogr ess payment :
a. Appr oved const r uct i on schedul e.
b. Up- t o- dat e payr ol l r ecor ds.
c. Cur r ent submi t t al r egi st er .
d. Appr oved submi t t al s on i nst al l ed pr oper t y.
e. QA/ QC def i c i ency t r acki ng l i s t .
f . Envi r onment al r epor t s.
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 7
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 8
SECTI ON TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
SECTI ON 01 30 00
ADMI NI STRATI VE PROCEDURES
PART 1 GENERAL
1. 1 SUMMARY
1. 2 SUBMI TTALS
1. 3 PROJECT COORDI NATI ON
1. 3. 1 Resi dent Management Syst em ( RMS)
1. 3. 2 Coor di nat i on wi t h Ot her Cont r act s
1. 4 PROJECT MEETI NGS
1. 5 PROJECT MEETI NGS FORMAT
1. 6 PRECONSTRUCTI ON CONFERENCE
1. 6. 1 Pr econst r uct i on Conf er ence Mi nut es and Phone
1. 6. 2 Pr econst r uct i on Conf er ence Submi t t al s
1. 6. 2. 1 Ot her Di v i s i on 01 Submi t t al s
1. 6. 2. 2 Di v i s i ons 02 t hr ough 48 Submi t t al s
1. 6. 3 Joi nt Ri sk Regi st er
1. 6. 4 Li st of Subcont r act or s
1. 7 PARTNERI NG
1. 7. 1 I ni t i al Par t ner i ng Meet i ng
1. 7. 1. 1 Cont r act or Responsi bi l i t y
1. 7. 1. 2 Tasks and Del i ver abl es
1. 7. 2 Par t ner i ng Regr oups
1. 7. 2. 1 Cont r act or Responsi bi l i t y ( Regr oups)
1. 7. 2. 2 Tasks and Del i ver abl es
1. 7. 3 Cancel l at i on of Par t ner i ng Meet i ng or Regr oup
1. 8 NOTI CE TO PROCEED
1. 9 COORDI NATI ON MEETI NG
1. 10 PROGRESS MEETI NGS
1. 10. 1 Pr ogr ess Meet i ng Par t i c i pant s
1. 11 CONTRACTOR PERFORMANCE EVALUATI ONS
1. 11. 1 Tr ai ni ng
PART 2 PRODUCTS ( NOT USED)
PART 3 EXECUTI ON
3. 1 GENERAL MEETI NG…
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