Solicitation_W51DQV25RA0002_SPECS_VOL_2b.pdf

W51DQV25RA002

Caribbean District

Rio Puerto Nuevo Flood Control Project

Supplemental Contract 3:

Channel Bottom and Wall Improvements Sta. 88+33 to Sta. 118+50 and Sta 123+50 to Sta. 147+40

San Juan, Puerto Rico

Construction Solicitation and Specifications Volume 2 of 3

See Volume 1 of 3 for issue date

DATE: December 22, 2023

RPN FLOOD CONTROL PROJECT

SUPP. CONTRACT 3: CHANNEL BOTTOM AND WALL IMPROVEMENTS

SPECIFICATIONS

SUPERVISING ENGINEER CERTIFICATION DOCUMENT

PROJECT ENGINEER OF RECORD 00 31 32 31 23 19 31 23 19

00 33 50 31 32 23 33 05 07

01 11 00 31 36 00

01 22 00 31 41 16

02 22 13 31 52 10

02 41 00 31 63 29

03 11 13 32 15 00

03 15 00 32 31 13

03 20 00 33 05 07

03 31 01 33 30 00

03 35 00 33 40 00

03 39 00 35 20 23

05 51 00 35 20 26

06 73 01 35 20 27

06 82 14 35 31 19

09 97 02 35 31 19.20

31 00 00 35 31 19.26

31 05 19 35 42 35

31 11 00

STRUCTURAL-BRIDGE 03 41 00

05 50 13

05 52 00

DISCIPLINE

SPECIFICATION SECTIONS

PUERTO RICO

PROFESSIONAL

SUPERVISING

PROFESSIONAL

Sergio Gaitan, PE

Garrett Masiulis, PE

May 28, 2024

SUPP. CONTRACT 3: CHANNEL BOTTOM AND WALL IMPROVEMENTS

SPECIFICATIONS

SUPERVISING ENGINEER CERTIFICATION DOCUMENT

STRUCTURAL-BRIDGE 03 41 00

STRUCTURAL-CHANNEL 03 11 13

03 15 00

03 20 00

03 31 01

03 35 00

03 39 00

05 50 13

05 52 00

STRUCTURAL-CHANNEL 09 97 02

Benjamin Curole, PE

DISCIPLINE

SPECIFICATION SECTIONS

PUERTO RICO

PROFESSIONAL

SUPERVISING

PROFESSIONAL

Patrick Pecot, PE

Tanvir Hossain, PE

SUPP. CONTRACT 3: CHANNEL BOTTOM AND WALL IMPROVEMENTS

SPECIFICATIONS

SUPERVISING ENGINEER CERTIFICATION DOCUMENT

GEOTECHNICAL 00 31 32

31 41 16

31 52 10

GEOTECHNICAL 02 22 13

31 00 00

31 05 19

31 32 23

31 63 29

ROADWAY DESIGN 01 55 26

32 01 16

32 11 23

32 12 16

32 16 19

32 17 23

32 92 19

32 92 23

34 71 13

Scott Breen, PE

DISCIPLINE

SPECIFICATION SECTIONS

PUERTO RICO

PROFESSIONAL

SUPERVISING

PROFESSIONAL

Timothy Newton, PG

Gary Sowell, PE

SUPP. CONTRACT 3: CHANNEL BOTTOM AND WALL IMPROVEMENTS

SPECIFICATIONS

SUPERVISING ENGINEER CERTIFICATION DOCUMENT

CIVIL 00 33 50 32 15 00

01 11 00 32 16 19

01 22 00 32 17 23

01 55 26 32 31 13

02 41 00 32 92 19

05 51 00 32 92 23

06 73 01 33 30 00

06 82 14 34 71 13

31 11 00 35 20 23

32 01 16 35 20 26

32 11 23 35 20 27

32 12 16

HYDRAULICS 31 36 00

33 40 00

35 31 19

35 31 19.20

35 31 19.26

35 42 35

ELECTRICAL 26 00 00

26 08 00

26 56 00

33 71 01

DISCIPLINE

SPECIFICATION SECTIONS

PUERTO RICO

PROFESSIONAL

SUPERVISING

PROFESSIONAL

Garret Keller, PE

Brian Bandy, PE

Eric Battle, PE

SUPP. CONTRACT 3: CHANNEL BOTTOM AND WALL IMPROVEMENTS

SPECIFICATIONS

SUPERVISING ENGINEER CERTIFICATION DOCUMENT

ELECTRICAL 26 00 00

26 08 00

26 56 00

33 71 01

WATER UTILITIES 33 11 00 33 11 00

01 30 00 01 52 10

01 32 01 01 57 20

01 33 00 01 57 25

01 35 25 01 74 19

01 35 26 01 78 02

01 45 00 01 78 23

01 45 04

01 45 08

01 50 02

SPECIFICATION SECTIONS

PUERTO RICO

PROFESSIONAL

SUPERVISING

PROFESSIONAL

Bobby Sharpe, PE

Fransisco Sola, PE

The Specification Sections listed here have been provided by the Government and are not under the purview of the designers of the project.

DISCIPLINE

02 42 00

Ri o Puer t o Nuevo Pr oj ect Mai n Channel Desi gn Suppl ement al Cont r act 3 San Juan, Puer t o Ri co

PROJECT TABLE OF CONTENTS

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

00 31 32 GEOTECHNI CAL DATA REPORT ( SEE SEPARATE FI LE)

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 04 CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 52 10 CONTRACTI NG OFFI CER' S FI ELD OFFI CE

01 55 26 TRAFFI C CONTROL

01 57 20 ENVI RONMENTAL PROTECTI ON

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

01 74 19 CONSTRUCTI ON WASTE MANAGEMENT AND DI SPOSAL

01 78 02 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

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

02 22 13 VI BRATI ON AND NOI SE MONI TORI NG REQUI REMENTS

02 41 00 DEMOLI TI ON

02 42 00 DECONSTRUCTI ON OF ELECTRI C TRANSMI SSI ON AND DI STRI BUTI ON

UTI LI TY

DI VI SI ON 03 - CONCRETE

03 11 13 STRUCTURAL CAST- I N- PLACE CONCRETE FORMI NG

03 15 00 CONCRETE ACCESSORI ES

03 20 00 CONCRETE REI NFORCI NG

03 31 01 CAST- I N- PLACE STRUCTURAL CONCRETE FOR CI VI L WORKS

03 35 00 CONCRETE FI NI SHI NG

03 39 00 CONCRETE CURI NG

03 41 00 PRECAST, PRESTRESSED CONCRETE BRI DGE GI RDERS

DI VI SI ON 05 - METALS

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 00 METAL STAI RS

05 52 00 METAL HAND RAI LI NGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 73 01 FI BERGLASS REI NFORCED PLASTI C ( FRP) GRATI NG

06 82 14 FI BERGLASS REI NFORCED PLASTI C ( FRP) PI PE AND TUBE RAI LI NGS

DI VI SI ON 09 - FI NI SHES

09 97 02 PAI NTI NG: COAL TAR EPOXY

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 26 - ELECTRI CAL

26 00 00 BASI C ELECTRI CAL MATERI ALS AND METHODS

26 08 00 APPARATUS I NSPECTI ON AND TESTI NG

26 56 00 EXTERI OR LI GHTI NG

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTI LE

31 11 00 CLEARI NG AND GRUBBI NG

31 23 19 UNWATERI NG

31 32 23 JET GROUTI NG

31 36 00 GABI ON MATTRESS

31 41 16 METAL SHEET PI LI NG

31 52 10 TEMPORARY RETAI NI NG STRUCTURES

31 63 29 DRI LLED CONCRETE PI ERS AND SHAFTS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 16 COLD MI LLI NG ASPHALT PAVI NG

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT- MI X ASPHALT ( HMA) FOR ROADS

32 15 00 AGGREGATE SURFACI NG

32 16 19 CONCRETE CURBS, GUTTERS AND SI DEWALKS

32 17 23 PAVEMENT MARKI NGS

32 31 00 FENCES AND GATES

32 92 19 SEEDI NG

32 92 23 SODDI NG

DI VI SI ON 33 - UTI LI TI ES

33 05 07 PI LOT TUBE GUI DED BORI NG AND JACKI NG

33 11 00 WATER UTI LI TY DI STRI BUTI ON PI PI NG

33 30 00 SANI TARY SEWERAGE

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 71 01 OVERHEAD TRANSMI SSI ON AND DI STRI BUTI ON

DI VI SI ON 34 - TRANSPORTATI ON

34 71 13 VEHI CLE CRASH BARRI ERS

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

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

HYDRAULI C DREDGE

35 31 19 STONE AND CHANNEL PROTECTI ON FOR STRUCTURES

35 31 19. 20 ARTI CULATI NG CONCRETE BLOCK REVETMENTS

35 31 19. 26 CONCRETE ARMOR UNI TS

35 42 35 MARI NE MATTRESS

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

PROJECT TABLE OF CONTENTS Page 2

SECTI ON TABLE OF CONTENTS

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

SECTI ON 00 31 32

GEOTECHNI CAL DATA REPORT ( SEE SEPARATE FI LE)

PART 1 GENERAL

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

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

DOCUMENT 00 31 32 Page 1

SECTI ON TABLE OF CONTENTS

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

SECTI ON 00 33 50

WEATHER, WATER STAGE AND TI DE DATA

PART 1 GENERAL

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

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

DOCUMENT 00 33 50 Page 1

1. The below stated water levels are for informational purposes only and are not to be utilized in conjunction with any contract-related hydrographic surveying purposes as noted on the control drawing(s) of the contract plans.

2. The Rio Puerto Nuevo Flood Control Project (RPN Project) Contract 3, which encompasses Channel Improvements over Rio Piedras between the Margarita Channel near the Jose De Diego Bridge (PR-22) and south of the Franklin Delano Roosevelt Bridge, as shown in the plans and specifications of the RPN Project.

3. Rio Piedras water levels at the Channel Improvements are affected by rainfall, evaporation, local runoff and groundwater levels, and are subject to changes resulting from rainfall runoff from steep terrain and impermeable areas.

4. In general, historic water levels are not necessarily indicative of future water levels. The contractor should not expect that water levels/flows will be manipulated for the contractor. It shall be the contractor's responsibility to obtain information concerning water levels and flows. The United States Geological Survey (USGS) has historical observations (water level and flow data) available for a stream gage located at Latitude:

18°24’34.38” N, Longitude: 66°04’09.60” W known as Rio Piedras at Hato Rey, Puerto Rico (USGS Gage No. 50049100) that can be accessed at the USGS website:

https://waterdata.usgs.gov/pr/nwis/nwis. In addition, the National Weather Service (NWS) Forecast Office in San Juan, Puerto Rico has an Advanced Hydrologic Prediction Service for the USGS Gage No. 50049100 that can be accessed at the NWS website:

https://water.weather.gov/ahps2/hydrograph.php?gage=rpop4&wfo=sju.

5. It shall be the contractor's responsibility to obtain information concerning rain and wind. Reference is made to the National Oceanic and Atmospheric Administration (NOAA) publication entitled Local Climatological Data – Monthly Summary which contains climatological and meteorological observations and data, including wind, rain, and temperature data.

Subscription price and ordering information is available from the National Centers for Environmental Information, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: https://www.ncdc.noaa.gov/.

6. The climate is essentially tropical and humid. Temperatures below freezing are rare. The wet season is from May through November. The hurricane season is from June through November. In general, the winter months constitute the dry season and the summer months comprise the wet season. Occasionally, daily rainfall in the dry season can be quite heavy. The project area is subject to tropical storms and hurricanes from June through November and to windy and/or rainy weather throughout the year. Weather forecasts as well as actual rainfall information from the NWS Forecast Office in San Juan, Puerto Rico can be found at:

https://www.weather.gov/sju/.

7. The following data are provided:

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON A 5-DAY WORK WEEK

SECTION 00 33 50 WEATHER AND WATER STAGE DATA

SECTION 00 33 50 Page 1 https://waterdata.usgs.gov/pr/nwis/nwis https://water.weather.gov/ahps2/hydrograph.php?gage=rpop4&wfo=sju https://www.ncdc.noaa.gov/ https://www.weather.gov/sju/

The average number of work days in each calendar month with precipitation greater than or equal to 0.50 inches (1.27 cm) is provided for the area in the below table. This information is based on data obtained from Station Rio Piedras EXP STN located at Latitude: 18.3906 N, Longitude: 66.0542 W.

Average Number of Days per Month with Precipitation >= 0.50 Inches (1.27 cm)

Station Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Rio Piedras

EXP STN 2 2 1 2 3 2 3 3 3 3 4 2

The data in the above table, which have been rounded to the nearest whole number, was obtained from the Summary of Monthly Normals 1981-2010 internet publication of the National Centers for Environmental Information, NOAA for Station Rio Piedras EXP STN via the internet page:

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

SECTION 00 33 50 WEATHER AND WATER STAGE DATA

SECTION 00 33 50 Page 2 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 SUBMI TTALS

1. 3 WORK COVERED BY CONTRACT DOCUMENTS

1. 3. 1 Pr oj ect Descr i pt i on

1. 3. 2 Locat i on

1. 3. 3 Channel Bypass Requi r ement s

1. 3. 4 Saf et y Requi r ement s

1. 3. 5 Wor k Per f or med by Ot her s

1. 4 PRECONSTRUCTI ON LOGI STI CS PLAN

1. 4. 1 PCL Conf er ence

1. 4. 2 Rel at ed Speci f i cat i on Sect i ons

1. 5 SCHEDULE MI LESTONES

1. 6 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK

1. 7 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 8 PHYSI CAL DATA

1. 8. 1 Physi cal Condi t i ons

1. 8. 2 Weat her , Wat er St age and Ti de Dat a

1. 8. 3 Cont r act or I nvest i gat i on

1. 8. 4 Mar i t i me Tr af f i c

1. 8. 5 Obst r uct i on of Channel

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 DAMAGE TO WORK - - BYPASS SHEET PI LES

1. 12 EXI STI NG WORK

1. 13 LOCATI ON OF UNDERGROUND FACI LI TI ES

1. 13. 1 Not i f i cat i on Pr i or t o Excavat i on

1. 14 TI ME EXTENSI ONS FOR UNUSUALLY SEVERE WEATHER ( 31 OCT 1989)

1. 14. 1 Schedul e of Mont hl y Ant i c i pat ed Adver se Weat her Del ays

1. 14. 2 Cont r act or Responsi bi l i t y

1. 15 UNI TS OF MEASURE

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)

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

GDR Sect i on 00 31 32, Geot echni cal Dat a Repor t Ri o Puer t o Nuevo Suppl ement al Cont r act 3

1. 2 SUBMI TTALS

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

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

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

Pr econst r uct i on Logi st i cs Pl an

1. 3 WORK COVERED BY CONTRACT DOCUMENTS

1. 3. 1 Pr oj ect Descr i pt i on

The wor k f or t he Ri o Puer t o Nuevo Suppl ement al Cont r act 3 i ncl udes t he wi deni ng and deepeni ng of t he exi st i ng channel f or f l ood cont r ol pur poses by const r uct i ng t wo dr i l l ed shaf t wal l s and dr edgi ng t o t he r equi r ed dept h. Each wal l i s appr oxi mat el y 5200 f eet l ong wi t h exposed hei ght s r angi ng f r om 24 f eet t o 31 f eet and wi l l be t i ed t oget her wi t h a cap beam.

Const r uct i on of t he wal l s wi l l r equi r e t empor ar y sheet pi l i ng t o mai nt ai n a mi ni mum f l ow ar ea f or f l ood event s. Thi s cont r act al so i ncl udes a t i e- i n st r uct ur e at t he Josef i na Conf l uence, a t r ansi t i on t he exi st i ng r i ver upst r eam, and a t r ansi t i on t o an exi st i ng pr oj ect at t he downst r eam out l et . Ot her wor k i ncl udes sani t ar y sewer , wat er , and el ect r i cal ut i l i t y r el ocat i ons, as wel l as, i mpl ement at i on of new st or mwat er i nl et s f or dr ai nage acr oss t he wal l i nt o t he channel .

1. 3. 2 Locat i on

The wor k i s l ocat ed al ong t he Ri o Pi edr as bet ween t he Mar gar i t a Channel near t he Jose De Di ego Br i dge ( PR- 22) and appr oxi mat el y 2740 f eet sout h of t he Fr ankl i n Del ano Roosevel t Br i dge i n San Juan, Puer t o Ri co.

SECTI ON 01 11 00 Page 2

1. 3. 3 Channel Bypass Requi r ement s

Cont r act or shal l mai nt ai n t he r equi r ed channel conveyance capaci t y as descr i bed wi t hi n dr awi ngs GC101 t hr ough GC104 and t he CO300 dr awi ng ser i es. Ref er t o Channel Bypass Requi r ement s and pr ovi s i ons st at ed on dr awi ng G- 005.

1. 3. 4 Saf et y Requi r ement s

See Sect i on 01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS and EM 385- 1- 1.

1. 3. 5 Wor k Per f or med by Ot her s

See par agr aph PROJECT COORDI NATI ON of Sect i on 01 30 00 ADMI NI STRATI VE

PROCEDURES.

1. 4 PRECONSTRUCTI ON LOGI STI CS PLAN

Submi t a pr oj ect - wi de pl an demonst r at i ng t he abi l i t y t o compl et e t he const r uct i on act i v i t i es wi t hi n t he r equi r ed pr oj ect schedul e and t o t he qual i t y descr i bed i n t he cont r act document s. The Pr econst r uct i on Logi st i cs ( PCL) Pl an i s t o be an i nt egr at ed pl an and nar r at i ve t o demonst r at e t he means and met hods and sequence of const r uct i on f or t he t i mel y compl et i on of t he wor k whi l e mai nt ai ni ng t he bypass f l ows as r equi r ed wi t hi n t he Cont r act Pl ans.

Submi t t he PCL Pl an wi t h t he I ni t i al Pr oj ect Schedul e whi ch i s r equi r ed 42 days af t er i ssuance of not i ce t o pr oceed. The PCL Pl an i s t o be consi st ent wi t h and compl y wi t h t he dur at i ons wi t hi n t he I ni t i al Pr oj ect Schedul e i ncl udi ng t he r equi r ed mi l est ones l i s t ed wi t hi n t he par agr aph SCHEDULE

MI LESTONES.

The PCL Pl an may al so i ncl ude modi f i cat i ons or devi at i ons t o t he over al l pr oj ect sequenci ng as al l owed wi t hi n t he GC ser i es of t he cont r act dr awi ngs. Submi t changes t o t he const r uct i on sequenci ng whi ch may af f ect t he f eat ur es depi ct ed on dr awi ngs or speci f i cat i ons as a var i at i on t o t he cont r act . Any pr oposed modi f i cat i ons or devi at i ons must be consi st ent wi t h t he Channel Bypass Requi r ement s not ed i n par agr aph " Channel Bypass Requi r ement s" . The devi at i ons t o t he const r uct i on sequenci ng must be si gned and seal ed by an engi neer l i censed i n t he Commonweal t h of Puer t o Ri co.

As par t of t he PCL Pl an, pr ovi de cer t i f i cat es or l et t er s of commi t ment f r om suppl i er s f or mat er i al s and equi pment , as wel l as, a nar r at i ve descr i bi ng t he sequence and means and met hods r equi r ed t o compl et e t he act i v i t i es bel ow. These i t ems i ncl ude:

A. Exi st i ng Const r uct i on Remnant Demol i t i on

1. Debr i s Di sposal Si t e

2. Met hod f or Removi ng Exi st i ng Pi l es, Sheet pi l es, St r uct ur al Member s, and Ot her Debr i s at t he De Di ego Br i dge

B. Dr i l l ed Shaf t Const r uct i on

1. Cr ane Suppl i er or Sour ce

2. Del i ver y Logi st i cs

3. Met hods f or Const r uct i on

C. Concr et e Ready Mi x Pl ant s

1. Suppl i er Li st

2. Concr et e Pl ant Capaci t i es

3. Del i ver y Logi st i cs

D. Rei nf or ci ng St eel For Dr i l l ed Shaf t s

SECTI ON 01 11 00 Page 3

1. Suppl i er Li st

2. Del i ver y Logi st i cs

3. Met hods f or Assembl i ng Rebar Cages

4. Met hods f or Pl aci ng Rebar Cages E. Met al Sheet Pi l e

1. Suppl i er Li st

2. Del i ver y Logi st i cs

3. Dr i v i ng Met hod

4. Ext r act i on Met hod f or Tempor ar y Sheet Pi l es

F. Pr ecast Gi r der Const r uct i on

1. Suppl i er Li st

2. Del i ver y Logi st i cs

3. Cast i ng Yar d Capabi l i t i es and FI B Gi r der For mwor k Pr ocur ement

3. Met hods f or Pl aci ng Gi r der s

G. Dr edgi ng And Di sposal

1. Equi pment Suppl i er or Sour ce

2. Del i ver y Logi st i cs

3. Met hod of Dr edgi ng

4. Met hod of Di sposal

H. I n- Channel Mat er i al Mechani cal Excavat i on And Di sposal

1. Equi pment Suppl i er or Sour ce

2. Del i ver y Logi st i cs

3. Met hod of I n- Channel Excavat i on

4. Met hod and Logi st i cs of Mat er i al Di sposal

I . Ar t i cul at i ng Concr et e Bl ocks and Concr et e Ar mor Uni t s

1. Suppl i er Li st

2. Del i ver y Logi st i cs

3. Met hod of Pl acement

J. Wat er Ut i l i t y Modi f i cat i ons

1. Pi pe Suppl i er Li st

2. Val ve Suppl i er Li st

3. Del i ver y Logi st i cs

4. Phasi ng of I nst al l at i on

K. Sani t ar y Sewer Ut i l i t y Modi f i cat i ons

1. Pi pe Suppl i er Li st

2. Del i ver y Logi st i cs

3. Met hod of I nst al l at i on

4. Phasi ng of I nst al l at i on

L. Tr af f i c Management

1. Tempor ar y Si gnal Suppl i er

2. Tempor ar y Bar r i cade Suppl i er

1. 4. 1 PCL Conf er ence

Schedul e a conf er ence 30 days af t er i ssuance of not i ce t o pr oceed t o r evi ew and di scuss pr ogr ess of t he PCL pl an wi t h t he Gover nment .

Cont r act or shoul d be pr epar ed t o di scuss gener al schedul e and out l i ne t he maj or aspect s of t he PCL Pl an. Al l ow f or a 4- hour meet i ng dur at i on.

Do not per f or m wor k at t he s i t e, wi t h t he except i on of s i t e i nspect i ons and sur veys, unt i l t he PCL Revi ew Conf er ence has been compl et ed and t he PCL has been submi t t ed.

1. 4. 2 Rel at ed Speci f i cat i on Sect i ons

Revi ew t he f ol l owi ng sect i ons pr i or t o devel opi ng t he PCL Pl an f or speci f i c r equi r ement s t hat may r equi r e consi der at i on wi t hi n t he pl an:

SECTI ON 01 11 00 Page 4

01 32 01 PROJECT SCHEDULE

01 55 26 TRAFFI C CONTROL

02 41 00 DEMOLI TI ON

03 41 00 PRECAST, PRESTRESSED CONCRETE BRI DGE GI RDERS

26 00 00 BASI C ELECTRI CAL MATERI ALS AND METHODS

31 00 00 EARTHWORK

31 41 16 METAL SHEET PI LI NG

31 63 29 DRI LLED CONCRETE PI ERS AND SHAFTS

33 11 00 WATER UTI LI TY DI STRI BUTI ON PI PI NG

33 30 00 SANI TARY SEWERAGE

33 40 00 STORM DRAI N UTI LI TI ES

35 20 23 DREDGI NG

35 31 19. 20 ARTI CULATI NG CONCRETE BLOCK REVETMENTS

35 31 19. 26 CONCRETE ARMOR UNI TS

1. 5 SCHEDULE MI LESTONES

I ncl ude t he f ol l owi ng schedul e mi l est ones i n t he Pr oj ect Schedul e f or use by t he Gover nment i n eval uat i ng const r uct i on pr ogr ess. Compl et e const r uct i on phasi ng i s shown on t he Cont r act Document s l i s t ed i n Tabl e 2.

Addi t i onal r equi r ement s of t he schedul e ar e l ocat ed i n 01 32 01 PROJECT

SCHEDULE.

Tabl e 1 - Requi r ed Schedul e Mi l est ones Mi l est one Act i v i t y Ref er ence Cont r act

Document

I . I nst al l at i on of t he Demonst r at i on Wal l and Appr oval t o Pr oceed wi t h Pr oduct i on Shaf t s

31 63 29

CO302

I I . Dr edgi ng Downst r eam and Bel ow De Di ego Br i dge and Pl ace Br i dge Pi er Scour Pr ot ect i on

GC101

I I I . Compl et i on of Subr eaches R1, R2A, R2C R3, L1A, L1B, L6A, L6C and LC1 I ncl udi ng Dr i l l ed Shaf t Const r uct i on, Pump St at i on Out l et , and Channel Dr edgi ng

GC101

I V. Compl et i on of Subr eaches R4, R5, RC- 1A, RC- 1B L7A, L7B, and LC- 2 I ncl udi ng Dr i l l ed Shaf t Const r uct i on, 48" Wat er l i ne Rel ocat i on, and Channel Dr edgi ng

GC101

SECTI ON 01 11 00 Page 5

Mi l est one Act i v i t y Ref er ence Cont r act Document

V. Compl et i on of Subr eaches RC- 2, R6, L8, and LC- 3 I ncl udi ng Dr i l l ed Shaf t Const r uct i on, 10" Wat er l i ne Rel ocat i on, and Channel Dr edgi ng

GC102

VI . Compl et i on of Subr eaches J- R1, J- R2, J- L1, J- L2, J- C1, J- C2, and J- M1 I ncl udi ng Dr i l l ed Shaf t Const r uct i on, Channel Dr edgi ng, and Josef i na Tr ansi t i on

GC102

VI I . Compl et i on of Subr eaches R7, RC- 3, and L9 I ncl udi ng Dr i l l ed Shaf t Const r uct i on and Channel Dr edgi ng

GC102

VI I I . Compl et i on of Subr eaches R8, R9, LC- 4, L10, C1 and C2 I ncl udi ng Dr i l l ed Shaf t Const r uct i on, Channel Dr edgi ng, and RPN Tr ansi t i on

GC102

I X. Compl et i on of Subr eaches R2B, L6B, and Rel ocat i on of t he Sani t ar y Sewer Si phon

GC101

1. 6 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. Wor k wi l l not be consi der ed compl et e unt i l t ur f has been est abl i shed as def i ned i n 32 92 19 SEEDI NG and 32 92 23

SODDI NG

1. 7 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. 8 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. 8. 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

SECTI ON 01 11 00 Page 6 bor i ng l ocat i ons ar e shown on t he dr awi ngs. Al so, 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. 8. 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. 8. 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. 8. 4 Mar i t i me Tr af f i c

Mar i ne Tr af f i c on t he dr edgi ng di sposal r out e 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. 8. 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 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 hi s 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. 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. Al l pr oj ect s const r uct ed and mai nt ai ned t o a t i dal dat um ar e t o 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 t he Cont r act Dr awi ngs f or Benchmar k l ocat i on and i nf or mat i on.

SECTI ON 01 11 00 Page 7

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

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

1. 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 , i n t he j udgment of t he Cont r act i ng Of f i cer , any par t of t he per manent wor k per f or med by t he Cont r act or i s damaged by f l ood, ear t hquake, hur r i cane, or t or nado, whi ch damage i s not due t o t he f ai l ur e of t he Cont r act or t o t ake r easonabl e pr ecaut i ons or t o exer ci se sound engi neer i ng and const r uct i on pr act i ces i n t he conduct of t he wor k, 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 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.

1. 11 DAMAGE TO WORK - - BYPASS SHEET PI LES

a. The r esponsi bi l i t y f or damage t o any par t of t he wor k t o be per f or med under t hi s cont r act i s 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 t he bypass sheet pi l es ar e const r uct ed i n accor dance wi t h pl ans and pr ogr ess schedul es appr oved by t he Cont r act i ng Of f i cer , but ar e over t opped by f l ood and such f l ood causes damage t o t he bypass sheet pi l es or i f any par t of t he per manent wor k 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 on 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

SECTI ON 01 11 00 Page 8 wor k, make t he r epai r s or der ed by t he Cont r act i ng Of f i cer .

Compensat i on wi l l be made f or any such r epai r s i n accor dance wi t h t he Cl ause CHANGES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. The equi t abl e adj ust ment shal l be based on t he cont r act uni t or j ob pr i ces appl i cabl e t o any par t of t he damaged wor k.

b. The Cont r act i ng Of f i cer may or der t he Cont r act or t o, f l ood or br each t he bypass sheet pi l es dur i ng a r i se pr i or t o, and i n ant i c i pat i on of , nat ur al f l oodi ng due t o over t oppi ng. Such f l oodi ng or br each wi l l be consi der ed t he same as t hough t he bypass sheet pi l es, i f const r uct ed i n accor dance wi t h pl ans and pr ogr ess schedul es appr oved by t he Cont r act i ng Of f i cer , had been over t opped, i n whi ch event an equi t abl e adj ust ment wi l l be made f or damages t o t he bypass sheet pi l es and/ or any par t of t he per manent wor k, as pr ovi ded i n subpar agr aph a. above.

1. 12 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. 13 LOCATI ON OF UNDERGROUND FACI LI TI ES

Obt ai n di ggi ng per mi t s 15 cal endar pr i or t o st ar t of excavat i on, and compl y wi t h i nst al l at i on r equi r ement s f or l ocat i ng and mar ki ng under gr ound ut i l i t i es. Cont act l ocal ut i l i t y l ocat i ng ser vi ce a mi ni mum of 48 hour s pr i or t o excavat i ng, t o mar k ut i l i t i es, and wi t hi n suf f i c i ent t i me r equi r ed i f wor k occur s on a Monday or af t er a Hol i day. Ver i f y exi st i ng ut i l i t y l ocat i ons i ndi cat ed on cont r act dr awi ngs, wi t hi n ar ea of wor k.

I dent i f y and mar k al l ot her ut i l i t i es not managed and l ocat ed by t he l ocal ut i l i t y compani es. Scan t he const r uct i on s i t e wi t h Gr ound Penet r at i ng Radar ( GPR) , el ect r omagnet i c, or soni c equi pment , and mar k t he sur f ace of t he gr ound or paved sur f ace wher e exi st i ng under gr ound ut i l i t i es ar e di scover ed. Ver i f y t he el evat i ons of exi st i ng pi pi ng, ut i l i t i es, and any t ype of under gr ound obst r uct i on not i ndi cat ed, or speci f i ed t o be r emoved, t hat i s i ndi cat ed or di scover ed dur i ng scanni ng, i n l ocat i ons t o be t r aver sed by pi pi ng, duct s, and ot her wor k t o be conduct ed or i nst al l ed.

Ver i f y el evat i ons bef or e i nst al l i ng new wor k c l oser t han near est manhol e or ot her st r uct ur e at whi ch an adj ust ment i n gr ade can be made.

1. 13. 1 Not i f i cat i on Pr i or t o Excavat i on

Not i f y t he Cont r act i ng Of f i cer at l east 14 days pr i or t o st ar t i ng excavat i on wor k. Obt ai n excavat i on aut hor i zat i on f r om DTOP " Di r ect or í a de Excavaci ones, Demol i c i ones y Tuber í as" . Cont r act or i s r esponsi bl e f or mar ki ng al l ut i l i t i es not mar ked by ut i l i t y compani es af t er compl et i ng DTOP excavat i on aut hor i zat i on.

SECTI ON 01 11 00 Page 9

1. 14 TI ME EXTENSI ONS FOR UNUSUALLY SEVERE WEATHER ( 31 OCT 1989)

Thi s pr ovi s i on speci f i es t he pr ocedur e f or t he det er mi nat i on of t i me ext ensi ons f or unusual l y sever e weat her i n accor dance wi t h t he Cl ause DEFAULT ( FI XED- PRI CE CONSTRUCTI ON) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. I n or der f or t he Cont r act i ng Of f i cer t o awar d a t i me ext ensi on under t hi s c l ause, t he f ol l owi ng condi t i ons must be sat i sf i ed:

a. The weat her exper i enced at t he pr oj ect s i t e dur i ng t he cont r act per i od must be f ound t o be unusual l y sever e; t hat i s , mor e sever e t han t he adver se weat her ant i c i pat ed f or t he pr oj ect l ocat i on dur i ng any gi ven mont h.

b. The unusual l y sever e weat her must act ual l y cause a del ay t o t he compl et i on of t he pr oj ect . The del ay must be beyond t he cont r ol and wi t hout t he f aul t or negl i gence of t he Cont r act or .

1. 14. 1 Schedul e of Mont hl y Ant i c i pat ed Adver se Weat her Del ays

The schedul e of mont hl y ant i c i pat ed adver se weat her del ays i s based upon Nat i onal Oceani c and At mospher i c Admi ni st r at i on ( NOAA) or s i mi l ar dat a f or t he pr oj ect l ocat i on and wi l l const i t ut e t he base l i ne f or mont hl y weat her t i me eval uat i ons. The Cont r act or ' s pr ogr ess schedul e must r ef l ect t hese ant i c i pat ed adver se weat her del ays i n al l weat her dependent act i v i t i es.

See Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA t o obt ai n MONTHLY

ANTI CI PATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5- DAY WORK WEEK. A

r easonabl e number of ant i c i pat ed weat her del ay wor k days i s obt ai ned f r om t he aver age number of days per mont h ( r ounded t o t he near est whol e number ) wi t h pr eci pi t at i on gr eat er t han t hat i ndi cat ed i n Sect i on 00 33 50

WEATHER, WATER STAGE AND TI DE DATA.

1. 14. 2 Cont r act or Responsi bi l i t y

Upon acknowl edgment of t he Not i ce t o Pr oceed ( NTP) and cont i nui ng t hr oughout t he Cont r act , r ecor d on t he dai l y CQC r epor t t he occur r ence of adver se weat her and r esul t ant i mpact t o nor mal l y schedul ed wor k. Act ual adver se weat her del ay days must pr event wor k on cr i t i cal act i v i t i es f or 50 per cent or mor e of t he Cont r act or ' s schedul ed wor k day. I ncl ude t he number of act ual adver se weat her del ay days i mpact ed by act ual adver se weat her ( even i f adver se weat her occur r ed i n pr evi ous mont h) , be cal cul at ed chr onol ogi cal l y f r om t he f i r st t o t he l ast day of each mont h, and be r ecor ded as f ul l days. I f t he number of act ual adver se weat her del ay days exceeds t he number of days ant i c i pat ed i n Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA ( r ounded t o t he near est whol e number ) , t he Cont r act i ng Of f i cer wi l l conver t any qual i f y i ng del ays t o cal endar days, gi v i ng f ul l consi der at i on f or equi val ent f ai r weat her wor k days, and i ssue a modi f i cat i on i n accor dance wi t h t he Cl ause DEFAULT ( FI XED PRI CE CONSTRUCTI ON) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 15 UNI TS OF MEASURE

The st andar d U. S. syst em i s t o be ut i l i zed by t he Cont r act or i n t he per f or mance of wor k. The uni t of measur e used i n Cont r act Dr awi ngs and Speci f i cat i ons i s t he st andar d U. S. syst em. Ref er t o 01 78 02 CLOSEOUT SUBMI TTALS f or uni t s r equi r ed f or r ecor d and as- bui l t dr awi ngs.

SECTI ON 01 11 00 Page 10

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON ( NOT USED)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 11

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

1. 2 Ref er ence

1. 3 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 3. 1 Def i ni t i on

1. 3. 2 I nst r uct i ons

1. 4 SUBMI TTALS

1. 5 JOB PAYMENT I TEMS

1. 5. 1 Ut i l i t y I nvoi ces

1. 5. 2 Mobi l i zat i on and Demobi l i zat i on ( Li ne I t ems 0001)

1. 5. 3 Er osi on and Sedi ment Cont r ol and Tur bi di t y Moni t or i ng

( Li ne I t em 0002)

1. 5. 4 Envi r onment al Speci es Moni t or i ng ( Li ne I t em 0003)

1. 5. 5 Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0004)

1. 5. 6 Cont r act i ng Of f i cer ' s Fi el d Of f i ce ( Fi xed Cost s) ( Li ne I t em

0005)

1. 5. 7 As- Bui l t Dr awi ngs & Cl ose Out Submi t t al s ( Li ne I t em 0008)

1. 5. 8 Demol i t i on ( Li ne I t em 0010)

1. 5. 9 Demol i t i on - Remnant Removal at De Di ego Br i dge ( Li ne I t em

0011)

1. 5. 10 Demonst r at i on Wal l ( Li ne I t em 0016)

1. 5. 11 Dr i l l ed Shaf t Cap Beam ( Li ne I t ems 0021)

1. 5. 12 Jet Gr out i ng - Gr ound I mpr ovement ( Li ne I t em 0023)

1. 5. 13 Concr et e Doubl e Box Cul ver t - 5f eet x6. 1f eet ( CI P) ( Li ne I t em

0052)

1. 5. 14 St or mwat er Bypass ( Li ne I t em 0059)

1. 5. 15 Ut i l i t y Br i dge - Mi ddl e Pi er Cap ( CI P) ( Li ne I t em 0063)

1. 5. 16 Ut i l i t y Br i dge - Br i dge Sl ab ( CI P) ( Li ne I t em 0064)

1. 5. 17 48" DI P Wat er l i ne Cr ossi ng ( Li ne I t em 0065)

1. 5. 18 Tr af f i c Cont r ol ( Li ne I t em 0066)

1. 5. 19 Par ki ng Lot St r i pi ng ( Li ne I t em 0070)

1. 5. 20 Met al St eps ( Li ne I t em 0074)

1. 5. 21 Rest or at i on ( Li ne I t em 0079)

1. 5. 22 LUMA El ect r i cal Power Char ges ( Li ne I t ems 0082)

1. 5. 23 AT&T/ Li ber t y Tel ecommuni cat i ons Char ges ( Li ne I t em 0083)

1. 5. 24 Cl ar o Tel ecommuni cat i ons Char ges ( Li ne I t em 0084)

1. 5. 25 Sani t ar y Si phon - Tempor ar y Ret ai ni ng St r uct ur es ( Li ne I t em

0085)

1. 5. 26 Sani t ar y Si phon - Headwal l s ( Li ne I t em 0086)

1. 5. 27 Sani t ar y Si phon - I nf l uent Box, Ef f l uent Box, and Pi pi ng

( Li ne I t em 0087)

1. 5. 28 Sani t ar y Si phon - Bor i ng and Jacki ng ( Li ne I t em 0088)

1. 5. 29 Concr et e Pr i vacy Wal l Repl acement ( Li ne I t em 0089)

1. 5. 30 Muni ci pal Taxes ( Li ne I t em 0091)

1. 6 UNI T PRI CE PAYMENT I TEMS

SECTI ON 01 22 00 Page 1

1. 6. 1 Cont r act i ng Of f i cer ' s Fi el d Of f i ce ( Recur r i ng Cost s) ( Est i mat ed Quant i t y) ( Li ne I t em 0006)

1. 6. 1. 1 Payment

1. 6. 1. 2 Measur ement

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

1. 6. 2 Par t ner i ng Regr oups ( Est i mat ed Quant i t y) ( Li ne I t em 0007)

1. 6. 2. 1 Payment

1. 6. 2. 2 Measur ement

1. 6. 2. 3 Uni t

1. 6. 3 Cl ear i ng and Gr ubbi ng ( Est i mat ed Quant i t y) ( Li ne I t em 0009)

1. 6. 3. 1 Payment

1. 6. 3. 2 Measur ement

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

1. 6. 4 Tempor ar y Bypass Sheet Pi l e ( Est i mat ed Quant i t y) ( Li ne I t em

0012)

1. 6. 4. 1 Measur ement

1. 6. 4. 2 Uni t of Measur e

1. 6. 5 Per manent and Tr ansi t i on Sheet Pi l es ( Est i mat ed Quant i t y)

( Li ne I t ems 0013, 0014 and 0015)

1. 6. 5. 1 Measur ement

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

1. 6. 6 Dr i l l ed Shaf t ( Est i mat ed Quant i t y) ( Li ne I t ems 0017, 0018, 0019, 0020 & 0061)

1. 6. 6. 1 Payment

1. 6. 6. 2 Measur ement

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

1. 6. 7 Jet Gr out Seal s ( Est i mat ed Quant i t y) ( Li ne I t ems 0022)

1. 6. 7. 1 Payment

1. 6. 7. 2 Measur ement

1. 6. 7. 3 Uni t of Measur e

1. 6. 8 Guar dr ai l ( Est i mat ed Quant i t y) ( Li ne I t em 0024)

1. 6. 8. 1 Payment

1. 6. 8. 2 Measur ement

1. 6. 8. 3 Uni t of Measur e

1. 6. 9 Handr ai l ( Est i mat ed Quant i t y) ( Li ne I t em 0025)

1. 6. 9. 1 Payment

1. 6. 9. 2 Measur ement

1. 6. 9. 3 Uni t of Measur e

1. 6. 10 Excavat i on ( Est i mat ed Quant i t y) ( Li ne I t ems 0026, 0027 & 0028)

1. 6. 10. 1 Payment

1. 6. 10. 2 Measur ement

1. 6. 10. 3 Uni t of Measur e

1. 6. 11 Backf i l l ( Est i mat ed Quant i t y) ( Li ne I t ems 0029 & 0030)

1. 6. 11. 1 Payment

1. 6. 11. 2 Measur ement

1. 6. 11. 3 Uni t of Measur e

1. 6. 12 Wal l Gr oundwat er Dr ai ns and Fi l t er ( Est i mat ed Quant i t y) ( Li ne

I t em 0031)

1. 6. 12. 1 Payment

1. 6. 12. 2 Measur ement

1. 6. 12. 3 Uni t of Measur e

1. 6. 13 Fi ni sh Gr adi ng ( Est i mat ed Quant i t y) ( Li ne I t em 0032)

1. 6. 13. 1 Payment

1. 6. 13. 2 Measur ement

1. 6. 13. 3 Uni t of Measur e

1. 6. 14 Gabi on Basket s f or Beddi ng ( Est i mat ed Quant i t y) ( Li ne I t em

0033)

1. 6. 14. 1 Payment

1. 6. 14. 2 Measur ement

SECTI ON 01 22 00 Page 2

1. 6. 14. 3 Uni t of Measur e

1. 6. 15 Mar i ne Mat t r ess ( Est i mat ed Quant i t y) ( Li ne I t em 0034)

1. 6. 15. 1 Measur ement

1. 6. 15. 2 Uni t of Measur e

1. 6. 16 Ri pr ap ( Est i mat ed Quant i t y) ( Li ne I t ems 0035, 0036, 0037 &

0038)

1. 6. 16. 1 Payment

1. 6. 16. 2 Measur ement

1. 6. 16. 3 Uni t of Measur e

1. 6. 17 Ar t i cul at i ng Concr et e Bl ock Revet ment ( Est i mat ed Quant i t y)

( Li ne I t em 0039)

1. 6. 17. 1 Payment

1. 6. 17. 2 Measur ement

1. 6. 17. 3 Uni t of Measur e

1. 6. 18 Concr et e Ar mor Uni t s ( Est i mat ed Quant i t y) ( Li ne I t em 0040)

1. 6. 18. 1 Measur ement

1. 6. 18. 2 Uni t of Measur e

1. 6. 19 St or m Dr ai nage Headwal l s ( Li ne I t ems 0041, 0042, & 0043)

1. 6. 19. 1 Payment

1. 6. 19. 2 Measur ement

1. 6. 19. 3 Uni t of Measur e

1. 6. 20 St or m Dr ai nage Pi pi ng ( Est i mat ed Quant i t y) ( Li ne I t ems 0044 t hr ough 0051)

1. 6. 20. 1 Payment

1. 6. 20. 2 Measur ement

1. 6. 20. 3 Uni t of Measur e

1. 6. 21 Fl ap Gat es ( Li ne I t ems 0053 t hr ough 0056)

1. 6. 21. 1 Payment

1. 6. 21. 2 Measur ement

1. 6. 21. 3 Uni t of Measur e

1. 6. 22 St or m Dr ai nage St r uct ur es ( Li ne I t ems 0057 & 0058)

1. 6. 22. 1 Payment

1. 6. 22. 2 Measur ement

1. 6. 22. 3 Uni t of Measur e

1. 6. 23 Concr et e Sl ab on Gr ade ( Est i mat ed Quant i t y) ( Li ne I t ems 0060)

1. 6. 23. 1 Payment

1. 6. 23. 2 Measur ement

1. 6. 23. 3 Uni t of Measur e

1. 6. 24 Ut i l i t y Br i dge - Pr ecast Beams ( Li ne I t em 0062)

1. 6. 24. 1 Payment

1. 6. 24. 2 Measur ement

1. 6. 24. 3 Uni t of Measur e

1. 6. 25 Gr anul ar Subbase Cour se ( Est i mat ed Quant i t y) ( Li ne I t em 0067)

1. 6. 25. 1 Payment

1. 6. 25. 2 Measur ement

1. 6. 25. 3 Uni t of Measur e

1. 6. 26 Asphal t i c Concr et e Pavement ( Est i mat ed Quant i t y) ( Li ne I t em

0068)

1. 6. 26. 1 Payment

1. 6. 26. 2 Measur ement

1. 6. 26. 3 Uni t of Measur e

1. 6. 27 Mi l l i ng Asphal t ( Est i mat ed Quant i t y) ( Li ne I t em 0069)

1. 6. 27. 1 Payment

1. 6. 27. 2 Measur ement

1. 6. 27. 3 Uni t of Measur e

1. 6. 28 Per manent Access Road ( Est i mat ed Quant i t y) ( Li ne I t em 0071)

1. 6. 28. 1 Payment

1. 6. 28. 2 Measur ement

1. 6. 28. 3 Uni t of Measur e

SECTI ON 01 22 00 Page 3

1. 6. 29 Chai n Li nk Fenci ng ( Est i mat ed Quant i t y) ( Li ne I t ems 0072)

1. 6. 29. 1 Payment

1. 6. 29. 2 Measur ement

1. 6. 29. 3 Uni t of Measur e

1. 6. 30 Or nament al Fenci ng ( Est i mat ed Quant i t y) ( Li ne I t em 0073)

1. 6. 30. 1 Payment

1. 6. 30. 2 Measur ement

1. 6. 30. 3 Uni t of Measur e

1. 6. 31 Vehi cul ar Gat es ( Li ne I t em 0075)

1. 6. 31. 1 Payment

1. 6. 31. 2 Measur ement

1. 6. 31. 3 Uni t of Measur e

1. 6. 32 Bol l ar ds ( Li ne I t em 0076)

1. 6. 32. 1 Payment

1. 6. 32. 2 Measur ement

1. 6. 32. 3 Uni t of Measur e

1. 6. 33 Soddi ng ( Est i mat ed Quant i t y) ( Li ne I t em 0077)

1. 6. 33. 1 Payment

1. 6. 33. 2 Measur ement

1. 6. 33. 3 Uni t of Measur e

1. 6. 34 Seedi ng ( Est i mat ed Quant i t y) ( Li ne I t em 0078)

1. 6. 34. 1 Payment

1. 6. 34. 2 Measur ement

1. 6. 34. 3 Uni t of Measur e

1. 6. 35 TRS Over t oppi ng ( Est i mat ed Quant i t y) ( Li ne I t em 0080)

1. 6. 35. 1 Payment

1. 6. 35. 2 Measur ement

1. 6. 35. 3 Uni t of Measur e

1. 6. 36 TRS Over t oppi ng - Dewat er i ng Equi pment St andby ( Est i mat ed

Quant i t y) ( Li ne I t em 0081)

1. 6. 36. 1 Payment

1. 6. 36. 2 Measur ement

1. 6. 36. 3 Uni t of Measur e

1. 6. 37 Debr i s Removal f or Dr edgi ng and Excavat i on ( Est i mat ed

Quant i t y) ( Li ne I t em 0090)

1. 6. 37. 1 Payment

1. 6. 37. 2 Measur ement

1. 6. 37. 3 Uni t of Measur e

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

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

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

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

SECTI ON 01 22 00 Page 4

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. 2 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. 3 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 3. 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. 3. 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. 4 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 5 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

Ut i l i t y I nvoi ces

Request For Pr ogr ess Payment ; G, RO

1. 5 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.