SF30_Amend_0003to_IWW_Bakers_Haulover_17B0010.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Intracoastal Waterway Jacksonville to Miami, Florida, 10-Foot Project, Vicinity of Bakers Haulover Inlet, Dade County, Florida

This Amendment is being issued for the follow ing:

See the attached SF30 Continuation page for details of this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION

NO. W912EP-17-B-0010

X 9B. DATED (SEE ITEM 11)

21-Jul-2017

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

18-August-2017

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Receipt of Bids is changed from 22 August 2017 @ 2:00 pm to 24 August 2017 @ 2:00 pm.

X

W912EP-17-B-0010 Amendment 0003

SF 30 CONTINUATION SHEET

Intracoastal Waterway, Jacksonville to Miami, Florida Maintenance Dredging, 10-Foot Project, Vicinity of Bakers Haulover Inlet

Dade County, Florida Amendment 0003

SUMMARY OF CHANGES

1. SPECIFICATIONS:

The text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment.

The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents. In some cases, replacement clauses are attached to this amendment.

DELETE Section 00 31 21 and REPLACE with the attached revised Section 00 31 21.

DELETE Section 01 11 00 and REPLACE with the attached revised Section 01 11 00.

DELETE Section 01 22 00 and REPLACE with the attached revised Section 01 22 00.

DELETE Section 01 30 00 and REPLACE with the attached revised Section 01 30 00.

DELETE Section 01 32 01.10 and REPLACE with the attached revised Section 01 32 01.10.

DELETE Submittal Register and REPLACE with the attached revised Submittal Register.

DELETE Section 01 35 26 and REPLACE with the attached revised Section 01 35 26.

DELETE Section 01 45 05 and REPLACE with the attached revised Section 01 45 05.

DELETE Section 01 50 02 and REPLACE with the attached revised Section 01 50 02.

DELETE Section 01 57 20 and REPLACE with the attached revised Section 01 57 20.

ADD after the end of Section 01 57 20 “August 2013 Pre-Construction Benthic Resources Surveys for Maintenance Dredging of the Intracoastal Waterway in the Vicinity of Bakers Haulover Inlet” and “Post-Construction Benthic Resources Survey for Maintenance Dredging of Intracoastal Waterway in the Vicinity of Bakers Haulover Inlet”.

DELETE Section 02 22 13 and REPLACE with the attached revised Section 02 22 13.

DELETE Section 35 20 23 and REPLACE with the attached revised Section 35 20 23.

2. DRAWINGS:

DELETE Sheet G-02 and REPLACE with the attached revised Sheet G-02.

DELETE Sheet G-03 and REPLACE with the attached revised Sheet G-03.

DELETE Sheet G-04 and REPLACE with the attached revised Sheet G-04.

DELETE Sheet C-01 and REPLACE with the attached revised Sheet C-01.

DELETE Sheet C-02 and REPLACE with the attached revised Sheet C-02.

DELETE Sheet C-03 and REPLACE with the attached revised Sheet C-03.

DELETE Sheet C-05 and REPLACE with the attached revised Sheet C-05.

(End of Summary of Changes)

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1 Amendment 0003

DESIGNATION - 872 3073 TIDAL 1

PID - AC3334

STATE/COUNTY- FL/MIAMI-DADE

COUNTRY - US

USGS QUAD - NORTH MIAMI (1988)

MARKER: DJ = TIDAL STATION DISK

SETTING: 37 = SET IN A MASSIVE RETAINING WALL

SP_SET: CONCRETE BULKHEAD

STAMPING: NO 1 1973

MARK LOGO: NOS

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014

HISTORY - Date Condition Report By

HISTORY - 20020505 MONUMENTED FLDNR

HISTORY - 20050815 GOOD USPSQD

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1982

1.1 MI NORTH FROM BAL HARBOUR. IN BAL HARBOUR BEGIN AT THE STATE

HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4 MILE NORTH ON A1A

TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK AT THE SOUTH END

OF THE MARINA. THE MARK BEARS 120 FEET SOUTH OF THE CENTER OF PIER

NO. 1, 36 FEET EAST OF THE NORTHWEST CORNER OF THE FUELING PIER, THE

MARK IS RECESSED IN ASPHALT. THE MARK IS ABOVE LEVEL WITH BULKHEAD.

STATION RECOVERY (1994)

RECOVERY NOTE BY US POWER SQUADRON 1994

RECOVERED IN GOOD CONDITION.

STATION RECOVERY (2008)

RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)

RECOVERED IN GOOD CONDITION.

STATION RECOVERY (2014)

RECOVERY NOTE BY GEOCACHING 2014 (KEN)

SECTION 00 31 21 Page 2 Amendment 0003

DESIGNATION - 872 3080 D TIDAL

PID - AC4681

STATE/COUNTY- FL/MIAMI-DADE

COUNTRY - US

USGS QUAD - NORTH MIAMI (1988)

MARKER: DJ = TIDAL STATION DISK

SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: 3080 D 1982

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: I = MARKER IS A STEEL ROD

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012 ROD/PIPE-DEPTH: 9.0 meters

HISTORY - Date Condition Report By

HISTORY - 1982 MONUMENTED NOS

HISTORY - 19901212 GOOD NGS

HISTORY - 19930519 GOOD NGS

HISTORY - 20080415 GOOD DCPWD

HISTORY - 20120621 GOOD CALGOR

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1990

1.6 KM (1.0 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS

AVENUE)FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN

BAL HARBOUR, 64.0 M (210.0 FT) NORTHEAST OF BENCH MARK IWDA 7

REFERENCE MARK 1, 29.8 M (97.8 FT) WEST OF THE NORTHWEST CORNER OF

THE FLORIDA POWER AND LIGHT COMPANY, 14.9 M (48.9 FT) SOUTH OF THE

FIRST PIER (SOUTH OF THE NORTH END) OF THE HIGHWAY BRIDGE SPANNING

HAULOVER INLET, 14.6 M (47.9 FT) EAST OF A PALM TREE, 2.5 M (8.2 FT)

WEST OF A CURB, AND 2.2 M (7.2 FT) SOUTH OF A CURB. NOTE--THE DISK

IS ENCASED IN A 4-INCH PVC PIPE THAT IS 0.2 M (0.7 FT) BELOW THE

GROUND SURFACE.

STATION RECOVERY (1993)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993

1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)

FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL

HARBOR, 29.8 M (97.8 FT) WEST OF THE NORTHWEST CORNER OF THE FLORIDA

LIGHT AND POWER COMPANY, 14.9 M (48.9 FT) SOUTH OF THE 1ST PIER SOUTH

OF THE NORTH END OF THE HIGHWAY BRIDGE SPANNING BAKERS HAULOVER

INLET, 14.6 M (47.9 FT) EAST OF A PALM TREE, 2.5 M (8.2 FT) WEST OF A

CURB, AND 2.2 M (7.2 FT) SOUTH OF A CURB. NOTE--THE DISK IS ENCASED

IN A 4-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND

SURFACE.

SECTION 00 31 21 Page 3 Amendment 0003

STATION RECOVERY (2008)

RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)

STATION RECOVERY (2012)

RECOVERY NOTE BY CALVIN GIORDANO & ASSOCIATES 2012

RECOVERED AS DESCRIBED

SECTION 00 31 21 Page 4 Amendment 0003

DESIGNATION – R 26

PID - AC4653

STATE/COUNTY- FL/MIAMI-DADE

COUNTRY - US

MARKER: DD = SURVEY DISK

SETTING: 37 = SET IN A MASSIVE RETAINING WALL

SP_SET: RETAINING WALL

STAMPING: R 26 74 DADE CO

MARK LOGO: FLDNR

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012

HISTORY - Date Condition Report By

HISTORY - 1974 MONUMENTED FLDNR

HISTORY - 19890201 GOOD NGS

HISTORY - 19901212 GOOD NGS

HISTORY - 19930520 GOOD NGS

HISTORY - 20080415 GOOD DCPWD

HISTORY - 20120621 GOOD CALGOR

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1989

THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH OF MIAMI BEACH,

AT THE NORTH EDGE OF BAL HARBOUR, ABOUT 0.32 KM (0.20 MI) NORTH OF

THE

NORTH END OF STATE ROUTE A1A HIGHWAY BRIDGE OVER BAKERS HAULOVER CUT

INLET, ABOUT 2.4 KM (1.50 MI) NORTH OF SURFSIDE, AT HAULOVER BEACH

PARK AND PIER. OWNERSHIP--CITY OF MIAMI.

TO REACH THE STATION FROM THE NORTH END OF STATE ROUTE A1A HIGHWAY

BRIDGE OVER BAKERS HAULOVER CUT INLET, LOCATED ABOUT 12.9 KM

(8.00 MI) NORTH OF MIAMI AND 2.4 KM (1.50 MI) NORTH OF SURFSIDE, GO

NORTH ALONG STATE ROUTE A1A FOR 0.32 KM (0.20 MI) TO THE ENTRANCE TO

THE HAULOVER BEACH PARK AND PIER ON THE RIGHT, THEN GO RIGHT,

EASTERLY

ALONG PAVED ENTRANCE ROAD FOR ABOUT 0.16 KM (0.10 MI) TO THE WEST END

OF THE PIER AND THE STATION.

THE STATION IS SET IN THE TOP OF THE CONCRETE SEAWALL ON THE EAST

SIDE

OF THE BERM ROADWAY AND AT THE EAST SIDE OF A LARGE PARKING AREA.

LOCATED 18.3 M (60.0 FT) NORTH OF A WALKWAY DOWN TO THE BEACH, 70 M

(229.7 FT) SOUTH OF THE CENTER OF THE ONSHORE ENTRANCE END OF THE

FISHING PIER, 17 M (55.8 FT) NORTHEAST OF CONCRETE POLE NUMBER 2464

HM

V6 AND 2 M (6.6 FT) EAST OF THE CENTER OF THE PAVED SERVICE ROAD

WHICH

ABUTS THE SEAWALL AND PARALLELS THE ATLANTIC OCEAN SHORELINE.

DESCRIBED BY G.F. SMITH.

SECTION 00 31 21 Page 5 Amendment 0003

STATION RECOVERY (1990)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990

1.8 KM (1.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)

FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL

HARBOUR, THENCE 0.1 KM (0.1 MI) EASTERLY ALONG THE HAULOVER BEACH

ENTRANCE ROAD, IN A CONCRETE RETAINING WALL ALONG THE EAST SIDE OF A

PAVED ROAD, 108.9 M (357.3 FT) SOUTH OF THE CENTER OF THE HAULOVER

FISHING PIER, 40.1 M (131.6 FT) EAST OF THE CENTER OF THE MAIN ROAD

LEADING THROUGH THE PARK, 24.9 M (81.7 FT) SOUTH OF UTILITY POLE

NUMBER 2464 HMV 7, 24.3 M (79.7 FT) NORTH OF THE NORTH END OF A

CONCRETE WALL, 18.1 M (59.4 FT) NORTH OF CONCRETE UTILITY POLE NUMBER

2464 HMV 6, AND 2.0 M (6.6 FT) EAST OF AND LEVEL WITH THE ROAD

CENTER.

STATION RECOVERY (1993)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993

1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)

FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,

THENCE 0.1 KM (0.05 MI) EASTERLY ALONG HAULOVER BEACH PARK ENTRANCE

ROAD, IN A CONCRETE RETAINING WALL ALONG THE EAST SIDE OF A PAVED

ROAD, 108.9 M (357.3 FT) SOUTH OF THE CENTER OF HAULOVER FISHING

PIER, 40.1 M (131.6 FT) EAST OF THE CENTER OF THE MAIN ROAD LEADING

THROUGH THE PARK, 24.9 M (81.7 FT) SOUTH OF UTILITY POLE NUMBER 2464

HMV 7, 24.3 M (79.7 FT) NORTH OF THE NORTH END OF A CONCRETE WALL,

18.1 M (59.4 FT) NORTH OF UTILITY POLE NUMBER 2464 HMV 6, AND 2.0 M

(6.6 FT) EAST OF AND LEVEL WITH THE ROAD CENTER.

STATION RECOVERY (2008)

RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)

RECOVERED IN GOOD CONDITION.

STATION RECOVERY (2012)

RECOVERY NOTE BY CALVIN GIORDANO & ASSOCIATES 2012

RECOVERED AS DESCRIBED

I nt r acoast al Wat er way Jacksonvi l l e t o Mi ami , Fl or i da 10- Foot Pr oj ect , Vi c i ni t y of Baker s Haul over I nl et

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

1. 2. 2 Locat i on

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

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

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

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 5 PHYSI CAL DATA

1. 5. 1 Physi cal Condi t i ons

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

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

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

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

1. 5. 6 Hydr ogr aphi c Sur veys

1. 6 LAYOUT OF WORK

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

1. 6. 2 Layout

1. 6. 3 Sur vey

1. 7 DAMAGE TO WORK

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

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

W912EP-17-B-0010 SECTI ON 01 11 00 Page 1 Amendment 0003

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

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

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

GDR Sect i on 00 31 32, Geot echni cal Dat a Repor t f or 10- Foot Pr oj ect , Vi c i ni t y of Baker s Haul over I nl et

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

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

Wor k i ncl udes mai nt enance dr edgi ng i n t he v i c i ni t y of Baker s Haul over I nl et , Cut s DA- 9 t o 10 f eet r equi r ed dept h pl us 2 f eet al l owabl e over - dept h i n t he I WW, and t he mat er i al i s t o be pl aced on t he beach j ust sout h of t he i nl et . Wor k al so i ncl udes but i s not l i mi t ed t o t ur bi di t y moni t or i ng, har dbot t om and seagr ass moni t or i ng, beach t i l l i ng, and endanger ed speci es obser ver .

1. 2. 2 Location

Baker s Haul over I nl et wor k i s l ocat ed near Bal Har bour i n Dade Count y, Florida.

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

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

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

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

PROCEDURES.

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

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

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

W912EP-17-B-0010 SECTI ON 01 11 00 Page 2 Amendment 0003

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

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

1. 5 PHYSI CAL DATA

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

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

1. 5. 1 Physi cal Condi t i ons

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

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

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

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

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

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

Mar i ne Tr af f i c i n t he pr oj ect ar ea consi st s of commer ci al , pl easur e, and smal l r ecr eat i onal vessel s of al l t ypes and si zes whi ch can be accommodat ed by exi st i ng dept hs.

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

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

1. 5. 6 Hydr ogr aphi c Sur veys

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

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

W912EP-17-B-0010 SECTI ON 01 11 00 Page 3 Amendment 0003

1. 6 LAYOUT OF WORK

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

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

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

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

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

See Sect i ons 00 31 21 CONTROL MONUMENT DESCRI PTI ONS - St . August i ne I nl et Baker s Haul over I nl et and 00 31 22 CONTROL MONUMENT DESCRI PTI ONS - Mat anzas Inlet .

1. 6. 2 Layout

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

1. 6. 3 Survey

The Cont r act or shal l f ur ni sh, at hi s own expense, such st akes, t empl at es, pl at f or ms, equi pment , t ool s and mat er i al , and al l l abor as may be r equi r ed i n l ayi ng out any par t of t he wor k f r om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he Gover nment . I t shal l be t he r esponsi bi l i t y of t he Cont r act or t o mai nt ai n and pr eser ve al l s t akes and ot her mar ks est abl i shed by t he Cont r act i ng Of f i cer unt i l aut hor i zed t o r emove t hem, and i f such mar ks ar e dest r oyed by t he Cont r act or or t hr ough hi s negl i gence, pr i or t o t hei r aut hor i zed r emoval , t hey may be r epl aced by t he Cont r act i ng Of f i cer , at hi s di scr et i on, and t he expense of r epl acement wi l l be deduct ed f r om any amount s due or t o become due t he Cont r act or . The Cont r act i ng Of f i cer may r equi r e t hat wor k be suspended at any t i me when l ocat i on and l i mi t mar ks est abl i shed by t he Cont r act or ar e not r easonabl y adequat e t o per mi t checki ng of t he wor k.

1. 7 DAMAGE TO WORK

The r esponsi bi l i t y f or damage t o any par t of t he per manent wor k shal l be as set f or t h i n Cl ause PERMI TS AND RESPONSI BI LI TI ES of Sect i on 00700 CONTRACT

W912EP-17-B-0010 SECTI ON 01 11 00 Page 4 Amendment 0003

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

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

W912EP-17-B-0010 SECTI ON 01 11 00 Page 5 Amendment 0003

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 Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0005)

1. 4. 4 Endanger ed Speci es Obser ver ( Li ne I t em 0006)

1. 4. 5 Har dbot t om and Seagr ass Moni t or i ng ( Li ne I t em 0007)

1. 4. 6 Li abi l i t y I nsur ance ( Li ne I t em 0008)

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 Beach Ti l l i ng ( Li ne I t em 0004)

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

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

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

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

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

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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 c t i ons ar e descr i bed i n appl i cabl e speci f i cat i on sect i ons.

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

1. 1. 1 Reference

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

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

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

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Definition

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

1. 2. 2 Instructions

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

1. 3 SUBMITTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Tr ansmi t submi t t al i t ems i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES. Submi t t he f ol l owi ng pr econst r uct i on submi t t al i t ems no l at er t han 230 cal endar days af t er awar d or 5 cal endar days af t er Not i ce t o Pr oceed, whi chever i s l at er :

W912EP-17-B-0010 SECTI ON 01 22 00 Page 2 Amendment 0003

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

Schedul e of Val ues; G, RO

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

1. 4 JOB PAYMENT I TEMS

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

Pr ogr ess payment s f or j ob CLI Ns wi l l be made i n accor dance wi t h t he Payment s Under Fi xed- Pr i ce Const r uct i on Cont r act s c l ause of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. Submi t a l i s t of pay act i v i t i es, ( Schedul e of Val ues) t o br eakdown bi d f or each j ob CLI N. The Schedul e of Val ues shal l be submi t t ed f or Gover nment appr oval wi t h t he basel i ne schedul e submi t t al ( see Sect i on 01 32 01. 10 PROJECT SCHEDULE) . An unbal anced Schedul e of Val ues and Pay Act i v i t y Schedul e wi l l be r et ur ned f or r evi s i on. I f t hi s cont r act cont ai ns ei t her t he Cont i nui ng Cont r act s c l ause or t he Cont i nui ng Cont r act s ( Al t er nat e) c l ause, t he Cont r act or shoul d t ake i nt o account t he amount r eser ved f or cont r act payment s when pr epar i ng t he const r uct i on schedul e.

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

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

1. 4. 2 Tur bi di t y Moni t or i ng ( Li ne I t em 0003)

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

1. 4. 3 Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0005)

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

EXI STI NG STRUCTURES.

1. 4. 4 Endanger ed Speci es Obser ver ( Li ne I t em 0006)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o moni t or i ng of sea t ur t l es, mi gr at or y bi r ds and endanger ed speci es. See Sect i on

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01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 5 Har dbot t om and Seagr ass Moni t or i ng ( Li ne I t em 0007)

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

1. 4. 6 Li abi l i t y I nsur ance ( Li ne I t em 0008)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o obt ai ni ng a pr oper t y damage l i abi l i t y i nsur ance pol i cy f or f i ve mi l l i on dol l ar s ( $5, 000, 000. 00) of cover age. The pol i cy shal l meet al l t he r equi r ement s of FAR 52. 228- 5 i n Sect i on 00700 CONTRACT CLAUSES and Par agr aph 999. 228- 4000 i n Sect i on 00800 SPECI AL REQUI REMENTS.

1. 5 UNI T PRI CE PAYMENT I TEMS

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

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

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

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

1. 5. 1. 1 Payment

a. Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o excavat i on, t r anspor t at i on, and di sposal of mat er i al s; pr ovi di ng and mai nt ai ni ng access t o t he wor k s i t e( s) and di sposal ar ea( s) ; beach pi pel i ne cr ossi ng, noi se cont r ol ; debr i s r emoval ; scr eeni ng f or r ock and debr i s on t he beach di sposal , and beach di sposal ar ea mar ki ng. See Sect i on 35 20 23 DREDGI NG.

b. I nsof ar as consi st ent wi t h t he par agr aph CONTI NUI TY OF WORK of 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 " ar ea desi gnat ed by t he Cont r act i ng Of f i cer " as used i n t he CONTI NUI TY OF WORK par agr aph, i s def i ned as " accept ance sect i on" .

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

1. 5. 1. 2 Measurement

a. The maps and/ or dr awi ngs al r eady pr epar ed ( c l ause CONTRACT DRAWI NGS AND SPECI FI CATI ONS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume

1) ar e bel i eved t o r epr esent accur at el y aver age exi st i ng condi t i ons, W912EP-17-B-0010 SECTI ON 01 22 00 Page 4 Amendment 0003 but t he dept hs shown t her eon may be ver i f i ed and cor r ect ed by soundi ngs t aken bef or e dr edgi ng. Once quant i t i es wi t hi n a speci f i ed r each or sect i on have been det er mi ned t hr ough t he use of i n- pl ace measur ement , t hey wi l l not be r eopened except on evi dence of col l usi on, f r aud, or obvi ous er r or .

b. The t ot al amount of mat er i al r emoved, and t o be pai d f or under t he cont r act , wi l l be measur ed by t he cubi c yar d i n pl ace. The vol ume comput ed shal l be bet ween t he bot t om sur f ace shown by soundi ngs t aken wi t hi n 3 weeks bef or e dr edgi ng and t he bot t om sur f ace shown by t he soundi ngs t aken wi t hi n 2 weeks af t er t he wor k speci f i ed i n each accept ance sect i on has been compl et ed. The Cont r act or shal l gi ve 10 days advance not i ce, i n wr i t i ng, t o t he Cont r act i ng Of f i cer ' s Repr esent at i ve of t he need f or a pr e- dr edgi ng sur vey or af t er - dr edgi ng sur vey f or f i nal accept ance f or each accept ance sect i on. The quant i t y shal l i ncl ude t he vol ume wi t hi n t he l i mi t s of t he s i de s l opes descr i bed i n subpar agr aph " Si de Sl opes" of par agr aph REQUI RED DEPTH, ALLOWABLE OVERDEPTH, AND SI DE SLOPES of Sect i on 35 20 23 DREDGI NG, l ess any deduct i ons t hat may be r equi r ed f or mi spl aced mat er i al descr i bed i n subpar agr aph " Mi spl aced Mat er i al s" of par agr aph DI SPOSAL OF EXCAVATED MATERI AL of Sect i on 35 20 23 DREDGI NG.

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

Cubi c yar d.

1. 5. 2 Beach Ti l l i ng ( Li ne I t em 0004)

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 beach t i l l i ng at t he beach di sposal s i t es. See Sect i on 35 20 23 DREDGI NG.

1. 5. 2. 2 Measurement

Beach t i l l i ng wi l l be measur ed f or payment by t he ar ea t i l l ed t o a t ent h of an acr e.

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

Acre.

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

Upon r ecei v i ng i ni t i al Resi dent Management Syst em i mpor t f i l e, go t o " Pay Act i v i t i es" and est abl i sh a l i nk bet ween bi d br eakdown schedul e of val ues of " Pay Act i v i t i es" t o cont r act CLI Ns usi ng " Schedul e Act i v i t i es" dat a ent r y page.

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

For pr ogr ess payment s, ensur e " Act i v i t y Schedul e" , " Feat ur e Schedul e" , submi t t al r egi st er , and punchl i st s ar e al l up t o dat e. Use " Pr ogr ess Payment s" t o " r equest Act i v i t y Ear ni ngs" f or bot h " Act i v i t y Ear ni ngs" dat a ent r y page and " Ot her Ear ni ng" . Pr ovi de har d copi es of suppor t i ng i nvoi ces

W912EP-17-B-0010 SECTI ON 01 22 00 Page 5 Amendment 0003 and quant i t y measur ement s t o suppor t al l r equest ed ear ni ngs. Ensur e t hat sum of payment act i v i t i es do not exceed cont r act awar d CLI N f undi ng amount s, or " unbal anced" CLI Ns er r or wi l l pr event pr ocessi ng t he payment .

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

When addi t i onal wor k i s added by modi f i cat i on, exi st i ng CLI Ns f undi ng amount s must be updat ed, or new CLI Ns f or modi f i cat i on wi l l be cr eat ed. I f cont r act has opt i on CLI Ns not yet awar ded, opt i on CLI Ns wi l l appear as zer o dol l ar CLI Ns unt i l opt i on i s awar ded by modi f i cat i on. No payment may be r equest ed f or Opt i ons or Modi f i cat i on CLI Ns unt i l cont r act modi f i cat i on has been f unded and si gned.

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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 Access by Ot her s

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

1. 4 PROJECT MEETI NGS

1. 5 PRECONSTRUCTI ON CONFERENCE

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

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

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

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

1. 6 PARTNERI NG

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

1. 6. 2 Par t ner i ng Regr oups

1. 7 NOTI CE TO PROCEED

1. 8 COORDI NATI ON MEETI NG

1. 9 PROGRESS MEETI NGS

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

1. 10 CONTRACTOR PERFORMANCE EVALUATI ONS

1. 10. 1 Tr ai ni ng

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 GENERAL MEETI NG REQUI REMENTS

3. 2 PROGRESS MEETI NG AGENDA

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SECTI ON 01 30 00

ADMI NI STRATI VE PROCEDURES

PART 1 GENERAL

1. 1 SUMMARY

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

Rel at ed Sect i ons ar e 01 32 01 PROJECT SCHEDULE, and 01 45 05 DREDGI NG/ BEACH

FI LL PLACEMENT - CONTRACTOR QUALI TY CONTROL.

1. 2 SUBMITTALS

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

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

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

Li st of Subcont r act or s

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

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

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

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

SD- 07 Cer t i f i cat es

Si gnat ur e Aut hor i t y

Fur ni sh a power of at t or ney or a not ar i zed l et t er of aut hor i t y f r om Cont r act or i dent i f y i ng l ocal r epr esent at i ves aut hor i zed t o s i gn cont r act document s.

Dr ug- Fr ee Wor k Pl ace Recor d

Document at i on of compl i ance wi t h Cl ause DRUG- FREE WORKPLACE of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1 ( see subpar agr aphs ( b) ( 1) t hr ough ( b) ( 7) ) .

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1. 3 PROJECT COORDI NATI ON

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

Cont r act or shal l use Cor ps of Engi neer s ' Resi dent Management Syst em f or const r uct i on i nf or mat i on management . See Sect i on 01 45 00 RESI DENT

MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM) .

1. 3. 2 Access by Ot her s

Mai nt ai n access t o power pol es and ot her i t ems owned or oper at ed by ut i l i t y compani es. Coor di nat e wi t h ut i l i t y compani es as r equi r ed f or l i ne mar ki ng, hookups, and r el ocat i ons as needed t o per f or m wor k. I ncomi ng el ect r i cal ut i l i t i es become t he r esponsi bi l i t y of Cont r act or at t r ansf or mer s.

Coor di nat e emer gency i nci dent r esponse wi t h l ocal l aw enf or cement and f i r e r escue aut hor i t i es. Not i f y Cont r act i ng Of f i cer i n wr i t i ng of coor di nat i on pr obl ems encount er ed af f ect i ng wor k.

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

Dur i ng const r uct i on per i od, i nspect i on or mai nt enance wor k wi l l be per f or med by ot her s wi t hi n t he const r uct i on l i mi t s . The Cont r act or wi l l be r esponsi bl e f or neat l y mowi ng al l gr ass and veget at i on ( not t o i ncl ude est abl i shed t r ees or ot her pr ot ect ed veget at i on desi gnat ed as wet l and ar eas) wi t hi n t he const r uct i on l i mi t s f or t he dur at i on of t he cont r act .

Ar eas not accessi bl e t o mower s shal l be edged or t r i mmed neat l y. Mowi ng or t r i mmi ng shal l be per f or med ever y t hr ee weeks or when veget at i on exceeds t wel ve i nches i n hei ght .

1. 4 PROJECT MEETI NGS

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

- - Pr econst r uct i on Conf er ence

- - Par t ner i ng Meet i ng

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

- - Coor di nat i on Meet i ng

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

- - Pr oj ect Pr ogr ess Meet i ngs

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

1. 5 PRECONSTRUCTI ON CONFERENCE

Cont r act i ng Of f i cer wi l l conduct a Pr econst r uct i on Conf er ence f or t hi s pr oj ect i n accor dance wi t h Cl ause PRECONSTRUCTI ON CONFERENCE of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. Pr econst r uct i on Conf er ence wi l l be hel d wi t hi n 30 t o 60 cal endar days af t er Not i ce t o Pr oceed ( NTP) . ( Ref er t o subpar agr aph " Pr econst r uct i on Conf er ence Submi t t al s" bel ow. ) Cont r act i ng Of f i cer wi l l not i f y Cont r act or of t i me, pl ace, and agenda.

Cont r act or shal l not i f y key subcont r act or s and suppl i er s t o at t end.

Cont r act i ng Of f i cer wi l l di scuss cont r act " gr ound r ul es" and gener al i ssues including:

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

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

- - 00700 Cont r act Cl auses

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

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

- - Pr ogr ess Payment

- - Cor r espondence Pr ocedur es

- - Pr oj ect Schedul e

- - Submi t t al Regi st er

- - Labor r equi r ement s

- - Gener al Si t e Saf et y

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

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

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

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

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

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

The Cont r act i ng Of f i cer r evi ews submi t t ed dr af t pl ans t o pr epar e Coor di nat i on Meet i ng agenda and under st and Cont r act or pr ocedur es. Submi t t he f ol l owi ng, as i ndi cat ed i n t hei r r espect i ve sect i ons, 230 cal endar days after awar d or 5 cal endar days af t er Not i ce t o Pr oceed, whi chever i s l at er :

- - Pr oj ect Schedul e - See Sect i on 01 32 01. 10 PROJECT SCHEDULE

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

DIVING

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

SAFETY REQUI REMENTS

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

PLACEMENT - CONTRACTOR QUALI TY CONTROL

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

CONSTRUCTI ON FACI LI TI ES

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

ENVI RONMENTAL PROTECTI ON

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

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

1. 6 PARTNERING

Cont r act i ng Of f i cer want s t o have a bi l at er al pr oj ect par t ner shi p wi t h

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Cont r act or t hat dr aws on st r engt hs of bot h or gani zat i ons t o i dent i f y and achi eve common goal s. Typi cal par t ner i ng goal s i ncl ude:

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

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

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

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

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

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

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

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

Admi ni st r at i ve Cont r act i ng Of f i cer ( Ar ea Engi neer ) Const r uct i on Qual i t y Assur ance Repr esent at i ves Jacksonvi l l e Di st r i c t - Const r uct i on Br anch per sons Jacksonvi l l e Di st r i c t - Engi neer i ng Di v i s i on Desi gner s Local Sponsor ( Owner ) - Fl or i da I nl and Navi gat i on Di st r i c t ( FI ND)

Goal of i ni t i al Par t ner i ng Meet i ng i s t o bui l d t r ust , i dent i f y common goal s, and under st and i ndi v i dual pr oj ect member s ' expect at i ons and or gani zat i onal val ues. Usual r esul t s i ncl ude bet t er communi cat i on bet ween cont r act par t i es, shor t ened pr oj ect l ear ni ng cur ve and a cohesi ve t wo par t y cont r act par t ner shi p. Par t i c i pant s usual l y s i gn a vol unt ar y par t ner i ng agr eement gener al l y descr i bi ng mut ual obl i gat i on t o cooper at e t o achi eve pr oj ect goal s and mai nt ai n ef f ect i ve communi cat i on. Cont r act i ng Of f i cer wi l l pay cost s f or wor kshop si t e r ent al and f aci l i t at or f ees.

1. 6. 2 Par t ner i ng Regr oups

Af t er i ni t i al Par t ner i ng Meet i ng par t i c i pat i on wi l l be vol unt ar y i n accor dance wi t h a s i gned Par t ner i ng Agr eement .