A21 - W912PM20B0014 AMD 3- Summary of Changes 8-14-20.pdf
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- Attached to
- Maintenance Dredging, Morehead City Harbor, Cutoff, Range A and Range B Federal contract opportunity
- Solicitation number
- W912PM20B0014
About this file
This is a federal contract solicitation for maintenance dredging services. The U.S. Army Corps of Engineers, Wilmington District is seeking a contractor to provide dredging of the Morehead City Harbor federal navigation channel reaches including Cutoff, Range A and Range B. Services will include removing accumulated shoaled material from the channels and placing it on the beach at Atlantic Beach. A hydraulic cutter suction dredge and/or hopper dredge must be used. The estimated quantity of material to be dredged including allowable overdepth is approximately 800,000 cubic yards. The maximum dredging depths are 47 feet for Range A and 45 feet for Range B and Cutoff, with 2 feet of allowable overdepth. Beach work must be completed between November 16 and April 30. Hopper dredging has an environmental window of December 1 to April 15. The solicitation will be issued on or about July 17, 2020 as a firm fixed price contract with a value between $10-25 million. Interested parties must register in the System for Award Management to receive the solicitation, which will only be available electronically.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B1 - Abstract (SB) Signed.pdf | ||
| B1 - Bid Opening Attendance Sheet.pdf | ||
| A21 - Summary of Changes__MHC-IOB_Amdt 0004.pdf | ||
| A21 - FY20_MHC-IOB_RTA_SPECS AMD 0004_8-17-20.pdf | ||
| A21 - FY20_MHC-IOB_RTA_SPECS AMD 0003.pdf | ||
| A21 - W912PM20B0014 AMD 3 - Conformed Copy 8-14-20.pdf | ||
| A21 - Summary of Changes__MHC-IOB_Amdt0002.pdf | ||
| A21 - FY20_MHC-IOB_RTA_SPECS AMD 0002 Conformed Version.pdf | ||
| A21 - W912PM20B0014 AMD 1 Conformed Copy.pdf | ||
| A21 - MHC-IOB-PLANS_AMDT0001_unlocked.pdf | ||
| A21 - MHC-IOB-PLANS_AMDT0001.pdf | ||
| A21 - W912PM20B0014 Amendment 1.pdf | ||
| A21 - W912PM20B0014 MHC IOB Solicitation.pdf | ||
| A21 - MHC-IOB-RTA-PLANS.pdf | ||
| A21 - MHC-IOB-RTA-PLANS_unlocked.pdf | ||
| A21 - FY20_MHC-IOB_RTA_SPECS.pdf |
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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
This solicitation is hereby amended as follow s:
1. The DOD SAFE Instructions have been updated.
2. The bid opening due date has been extended to 24 August 2020 at 2PM EST.
3. See the Technical Summary of Changes.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 4
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 14-Aug-2020
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 W912PM20B0014
X 9B. DATED (SEE ITEM 11)
17-Jul-2020
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
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 X 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
14-Aug-2020
CODE
U S ARMY CORPS OF ENGINEERS, WILMINGTON
WILMINGTON DISTRICT
ATTN: CONTRACTING DIVISION
69 DARLINGTON AVE
WILMINGTON NC 28403-1343
W912PM 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912PM20B0014
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 10 00 - SOLICITATION
The required response date/time has changed from 18-Aug-2020 02:00 PM to 24-Aug-2020 02:00 PM.
SECTION 00 21 00 - INSTRUCTIONS
The following have been modified:
DOD SAFE INSTRUCTIONS
The Offeror’s bid shall be submitted electronically, as described below. The Offeror’s bid shall not contain classified data. The use of hyperlinks in bids is prohibited.
NOTE: The only authorized transmission method for bids in response to this solicitation is electronically via SAFE online submission. NO OTHER TRANSMISSION METHODS (EMAIL, FACSIMILE, REGULAR MAIL, HAND
CARRIED, ETC.) WILL BE ACCEPTED.
The Offeror’s bid must be received by the Government by the date/time specified in the solicitation.
Offerors shall electronically submit their bids using the following link:
h ttps://safe.apps.mil/
Within SAFE, please send bids to both Contract Specialist Ashley Stewart at ashley.l.stewart@usace.army.mil and to Contracting Officer Rosalind Shoemaker at rosalind.m.shoemaker@usace.army.mil.
Failure to properly submit a bid by the time due will render it late, and late bids will not be read. As this is an electronic submission subject to internet connectivity and other potential network traffic issues, offerors are cautioned to plan accordingly.
INSTRUCTIONS FOR SUBMITTING ELECTRONIC BIDS: In effort to reduce paperwork and cost, all bids shall be submitted electronically through the SAFE site. Submission shall be in Adobe PDF format. You are limited to five (5) maximum files per upload (total size cannot exceed 2GB). If you have a large number of files, recommend that you combine or ZIP your files before uploading to the SAFE site. Offerors may use compression utility software such as WinZip or PKZip to reduce file size and facilitate transmission.
REQUEST FOR UPLOAD CODE: In order to electronically submit a bid through DoD SAFE, offerors must email Contract Specialist Ashley Stewart at ashley.l.stewart@usace.army.mil and to Contracting Officer Rosalind Shoemaker at rosalind.m.shoemaker@usace.army.mil no later than five (5) working days prior to the bid due date to receive a request code which will allow for file uploads via the SAFE site.
Offerors that fail to email to request a code no later than five (5) working days before bid submission date may not be able to receive a request code in time to upload their submission.
FILE DESCRIPTION: Include a “File Description” for each file(s) you upload. The “File Description” will be included in the email notice to each of the recipients you choose to have access your file(s).
NOTE: Do NOT enter Privacy Act Data (Personal Identification Information (PII)) in the File Description.)
Submission shall be in Adobe PDF format.
INSTRUCTIONS TO FOLLOW ON THE SAFE WEBSITE: Once at the SAFE website select the “Drop-off” icon. This allows users without a CAC or users whose computer is not configured to read a Common Access Card (CAC) the option to access the SAFE site as a guest.
After selecting the “Click Here” link you will be prompted to add your personal information, file information, recipient (Government representative) information and email settings.
When completing your file information for transmittal via the SAFE website, you will be required to enter the email address for all recipients. For this solicitation, the recipients are the Contract Specialist and the Contracting Officer.
The email address for the Contract Specialist for this solicitation is ashley.l.stewart@usace.army.mil AND the Contracting Officer is r osalind.m.shoemaker@usace.army.mil. The E-Mail address of the Government Employee who initiated the request code will be automatically entered. The Offeror must enter the E-Mail address for both the Contracting Officer and Specialist. The Offeror can enter an additional E-Mail address if desired. After entering the email address, click the ADD button to add the person(s) email to the “Recipients List” of your response. When your bid is submitted, a notification will be sent to the recipients you added.
NOTE: Do NOT send the SAFE site packages to group email accounts.
Even if you successfully upload your bid to the SAFE site, notification will not be sent to the government recipients until you verify your email address. Entering an incorrect email may result in the rejection of your submission for lateness. An Offeror can confirm proper submission by the ‘Drop-Off Completed” screen which generates based on proper file submission.
NOTE: It has been reported that documents are more quickly uploaded into the SAFE website when using a Firefox web browser. The Government cannot verify that this is true and offers no guarantee that Offerors will have more success utilizing any particular browser.
RECEIPT OF SUBMISSIONS:
For the purposes of establishing whether a bid submission is considered timely, the government considers the date and time the submission is completely uploaded into the SAFE website. For bids larger than the 2GB capacity of the SAFE website and require multiple submissions, the Government will consider the date and time the last submission is completely uploaded into the SAFE website. Do not assume that electronic communication is instantaneous. It can take several minutes or even hours in some cases.
The government will not be responsible for submissions delivered to any location or to anyone other than those designated to receive bids. Offerors are responsible for ensuring that bids are submitted so as to reach the designated recipient. Offerors are responsible for allowing sufficient time for the bid to be received in accordance with the instructions provided.
Because uploaded documents expire in DoD SAFE, the submission of bids should only occur during a limited window of time from 1200 (noon) on 12 August 2020 17 August 2020 to the due date, in order to ensure that the submitted bids don’t expire before the bid opening officer has time to download the bids and conduct the bid opening.
Offerors are responsible for ensuring that they submit the submitted bid does not expire prior to bid opening on Monday, 18 August 2020 2:00 PM Monday, 24 August 2020 2:00PM
Audio Conference Line Instructions:
USA TOLL-FREE: 888-363-4735
ACCESS CODE: 3535331
SECURITY CODE: 1234
USA TOLL-FREE: 888-398-2342
ACCESS CODE: 6128967
SECURITY CODE: 1234
(End of Summary of Changes)
IFB No. W912PM20B0014 Morehead City Harbor, Cutoff, Range A and Range
B Amendment 0003
TECHNICAL SUMMARY OF CHANGES
A. SPECIFICATIONS:
(1.) SECTION 35 20 23- DREDGING AND BEACH FILL WORK
Add Attachment 1- Estimated Dredge and Beach Placement Quantities (Atlantic Beach) in its entirety pages 1-4.
B. DRAWINGS: NO CHANGE
Encls As stated
Mai nt enance Dr edgi ng MHC Cut of f Range A and B W912PM20B0014 Car t er et Count y, Nor t h Car ol i na
SECTI ON TABLE OF CONTENTS
DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON
SECTI ON 35 20 23
DREDGI NG AND BEACH FI LL WORK
08/17
PART 1 GENERAL
1. 1 DESCRI PTI ON OF WORK
1. 2 REFERENCES
1. 3 SUBMI TTALS
1. 4 WORK COVERED BY CONTRACT PRI CE
1. 5 ORDER OF WORK
1. 5. 1 Channel Dr edgi ng
1. 5. 2 Beach Pl acement At At l ant i c Beach
1. 6 CHARACTER OF MATERI ALS
1. 7 NOTI CES
1. 8 NAVI GATI ON AI DS
1. 9 COMMUNI CATI ONS
1. 10 MI SPLACED MATERI AL
1. 11 OVERDEPTH AND SI DE SLOPES
1. 11. 1 Over dept h
1. 11. 2 Channel Si de Sl opes
1. 11. 3 Excessi ve Dr edgi ng
1. 12 TI DE DATA
1. 12. 1 Real Ti me Ki nemat i c ( RTK) GPS
1. 12. 2 Ki nemat i c Ti dal Dat um
1. 12. 3 RTK GPS Di sput es
1. 13 ENVI RONMENTAL WI NDOWS
1. 14 MEASUREMENT AND PAYMENT
1. 14. 1 Dr edgi ng Vol ume of Mat er i al Removed Fr om Channel
1. 14. 2 Cont r act Dr awi ngs
1. 14. 3 Mont hl y Par t i al Payment s - Channel
1. 14. 4 Met hod of Sur vey
1. 14. 5 Si ngl ebeam Sur veyi ng Met hod
1. 14. 6 Sur vey Li nes - Channel
1. 14. 7 Beach Ti l l i ng
1. 14. 8 Mi spl aced Mat er i al
PART 2 PRODUCTS ( NOT APPLI CABLE)
PART 3 EXECUTI ON
3. 1 PLANT
3. 2 DREDGE POSI TI ONI NG SYSTEM
3. 3 DREDGE CERTI FI CATI ON
3. 4 LOCAL OFFI CE
3. 5 FENDER TI RES
3. 6 COMPLI ANCE WI TH APPLI CABLE NAVI GATI ON RULES AND REGULATI ONS, MARI NE
EQUIPMENT
3. 6. 1 Vessel s
SECTI ON 35 20 23 Page 1
3. 6. 2 Obst r uct i ons
3. 6. 3 Cont r act or Responsi bi l i t y
3. 7 DI SPOSAL/ PLACEMENT OF DREDGED MATERI AL
3. 7. 1 Pl acement of Mat er i al s f or Beach Di sposal
3. 7. 2 Obj ect i onabl e Mat t er
3. 7. 3 Beach Compat i bl e Sedi ment s
3. 7. 4 Di schar ge Poi nt s
3. 7. 5 Longi t udi nal Di kes
3. 7. 6 Fi l l Adj ust ment s f or Beach Fi l l
3. 7. 6. 1 Tempor ar y Saf et y Fenci ng
3. 7. 6. 2 War ni ng Si gns
3. 7. 7 Const r uct i on and Gr ade St ake Recover y Pl an
3. 7. 8 Beach Ti l l i ng
3. 8 CONSTRUCTI ON EQUI PMENT STAGI NG, STORAGE AND DEMOBI LI ZATI O
3. 9 REPORTI NG REQUI REMENT
3. 10 SUBMERGED PI PELI NE
3. 11 PI PELI NE ROUTES
3. 11. 1 Gener al
3. 11. 2 Pedest r i an Access
3. 11. 3 Dune Pr ot ect i on
3. 12 PI PELI NE LEAKAGE
3. 13 BOOSTER PUMPS
3. 14 TOLERANCES
3. 15 WATER POLLUTI ON CONTROL
3. 15. 1 Cont ami nat i on of Wat er
3. 15. 2 Di sposal of Mat er i al s
3. 16 FLOATI NG PLANT I NSPECTI ON AND CERTI FI CATI ON
3. 17 QUALI TY CONTROL
3. 18 EXI STI NG STRUCTURES
3. 19 QUANTI TI ES SUMMARY
ATTACHMENTS:
At t achment 1 - Est i mat ed Dr edge and Beach Pl acement Quant i t i es ( At l ant i c Beach)
At t achment 1
- - End of Sect i on Tabl e of Cont ent s - -
SECTI ON 35 20 23 Page 2
SECTI ON 35 20 23
DREDGI NG AND BEACH FI LL WORK
08/17
PART 1 GENERAL
1. 1 DESCRI PTI ON OF WORK
( a) The wor k consi st s of f ur ni shi ng pl ant , equi pment , mat er i al s, and l abor t o per f or m dr edgi ng, and associ at ed wor k as r equi r ed by t hese speci f i cat i ons and cont r act dr awi ngs f or Mor ehead Ci t y Har bor I nner Ocean Bar Mai nt enance Dr edgi ng.
( b) Dr edgi ng i s r equi r ed i n t he f ol l owi ng channel s wi t h pl acement / di sposal on At l ant i c Beach:
Feder al Navi gat i on Channel , Mor ehead Ci t y Har bor :
Cut of f , Range A, Range B.
( c) For t he navi gat i on channel s, t he dept h, bot t om wi dt hs and l engt hs t o be dr edged ar e shown on t he dr awi ngs. The dept h, bot t om wi dt hs and l engt hs t o be dr edged ar e based on t he bot t om condi t i ons exi st i ng on t he dat e of t he cont r act sur veys and ar e subj ect t o change based on t he bot t om condi t i ons at t he t i me of t he bef or e dr edge sur vey. The Cont r act or shal l r emove suf f i c i ent mat er i al t o pr ovi de t he dept h and si de s l opes i ndi cat ed by t he t ypi cal dr edgi ng sect i ons shown on t he dr awi ngs.
1. 2 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 basi c desi gnat i on onl y.
ASTM I NTERNATI ONAL ( ASTM)
ASTM D2487 ( 2011) Soi l s f or Engi neer i ng Pur poses ( Uni f i ed Soi l Cl assi f i cat i on Syst em)
U. S. ARMY CORPS OF ENGI NEERS ( USACE)
EM 385- 1- 1 ( 2014) Saf et y and Heal t h Requi r ement s Manual
EM 1110- 2- 1003 ( 2013) Hydr ogr aphi c Sur veyi ng
1. 3 SUBMI TTALS
Gover nment accept ance i s r equi r ed f or submi t t al s wi t h a " G, A" desi gnat i on;
submi t t al s not havi ng a " G, A" 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, A" 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 . The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:
SECTI ON 35 20 23 Page 3
SD- 01 Pr econst r uct i on Submi t t al s
Beach Di sposal Oper at i ons Pl an; G, A
Dr edgi ng Wor k Pl an; G, A
Pi pel i ne Rout es; G, A
Const r uct i on and Gr ade St ake Recover y Pl an
SD- 06 Test Repor t s
Daily Observer Repor t s; G, A
1. 4 WORK COVERED BY CONTRACT PRI CE
The cont r act pr i ce per cubi c yar d, f or " Dr edgi ng Wi t h Beach Pl acement " as l i s t ed i n t he BI DDI NG SCHEDULE shal l i ncl ude t he cost of al l pl ant , mat er i al , suppl i es, l abor , and i nci dent al expenses i n connect i on wi t h t he excavat i ng, t r anspor t i ng, di sposal i n speci f i ed di sposal ar eas, and pl aci ng and shapi ng t he beach f i l l mat er i al ; t empor ar y saf et y f enci ng, war ni ng s i gns, al l di k i ng, embankment s, t empor ar y bul kheadi ng needed f or cont r ol and conf i ni ng t he mat er i al and di schar ge f l ui d; sur veys f or t he l ayout and cont r ol of t he dr edgi ng wor k and f or t he beach f i l l wor k and beach sur veys descr i bed i n SECTI ON 01 10 00. 10 38: SUPPLEMENTARY SPECI AL CONTRACT REQUI REMENTS, par agr aph, BEACH SURVEYS AND SURVEY PERSONNEL REQUI REMENTS, r epai r s, and i t s f i nal i nspect i on and accept ance. The Cont r act or shal l be r equi r ed t o pl ace t he beach f i l l i n accor dance wi t h t he dr awi ngs.
1. 5 ORDER OF WORK
Unl ess ot her wi se di r ect ed by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, t he or der of wor k shal l be at t he di scr et i on of t he Contractor.
1. 5. 1 Channel Dr edgi ng
The Cont r act or shal l devel op and submi t a Dr edgi ng Wor k Pl an. The wor k pl an shal l del i neat e wor k ar eas wi t hi n t he channel s t hat wi l l be wor ked t hor oughl y bef or e movi ng t o t he next wor k ar ea.
1. 5. 2 Beach Pl acement At At l ant i c Beach
The Cont r act or shal l devel op and submi t a Beach Pl acement Oper at i ons Pl an f or At l ant i c Beach f or r evi ew and appr oval by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve. Pl acement of beach pl acement mat er i al can begi n at t he east end of t he beach pl acement l i mi t s, t he west end of t he beach di sposal l i mi t s, or poi nt s i n bet ween. I f t he pl acement begi ns bet ween t he east end and west end of t he pr oj ect and i n a cer t ai n di r ect i on, pl acement wi l l cont i nue i n t hat di r ect i on unt i l t he end of t he beach pl acement sect i on i s r eached. Pl acement wi l l cont i nue unt i l t he dr edgi ng i s compl et e.
1. 6 CHARACTER OF MATERI ALS
The mat er i al t o be r emoved i s pr edomi nant l y composed of shoal ed mat er i al whi ch has accumul at ed s i nce t he var i ous ar eas wer e l ast dr edged. The shoal ed mat er i al s ar e bel i eved t o consi st pr i mar i l y of sand and dense sand, but may al so i nc l ude si l t and c l ay, wood, met al , and ot her sunken debr i s
SECTI ON 35 20 23 Page 4 t hat may have become l odged i n t he channel . Pr evi ousl y undr edged mat er i al may be encount er ed wi t hi n t he al l owabl e over dept h. I f pr evi ousl y undr edged mat er i al i s encount er ed, i t may consi st of sand, dense sand, s i l t , c l ay, wood, cement ed sand, and r ock wi t h hi gh compr essi ve st r engt h. No subsur f ace i nvest i gat i ons have been made f or t hi s mai nt enance dr edgi ng.
Hi st or i cal soi l bor i ngs and dat a ar e avai l abl e i n t he Wi l mi ngt on Di st r i c t Of f i ce. Request s t o v i ew t he dat a shoul d be submi t t ed v i a Bi dder I nqui r y at t he pr oj ect websi t e at ht t ps: / / www. pr oj net . or g.
1. 7 NOTI CES
( a) The Cont r act or shal l gi ve t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve f i ve ( 5) days advance wr i t t en not i ce bef or e commenci ng dr edgi ng and beach f i l l wor k.
( b) The Cont r act or shal l gi ve t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve f i f t een ( 15) days advance wr i t t en not i ce bef or e pl aci ng pi pe and/ or sand on beaches.
( c) The Cont r act or shal l r equest Gover nment bef or e- dr edgi ng sur veys, i n wr i t i ng f i ve ( 5) days pr i or t o begi nni ng dr edgi ng wor k i n an accept ance section.
( d) The Cont r act or shal l r equest Gover nment af t er - dr edgi ng sur veys i n wr i t i ng t hr ee ( 3) wor ki ng days pr i or t o compl et i on of an accept ance sect i on.
1. 8 NAVI GATI ON AI DS
Ther e may be ai ds t o navi gat i on wi t hi n t he pr oj ect boundar i es. Some, or al l , of such ai ds t o navi gat i on may need t o be r emoved f or t he accompl i shment of t he cont r act wor k. Bef or e t he commencement of dr edgi ng, i t shal l be t he r esponsi bi l i t y of t he Cont r act or t o exami ne al l channel s t o det er mi ne any need f or movi ng of ai ds t o navi gat i on and t o pr ovi de t he U. S.
Coast Guar d ( USCG) and any ot her r esponsi bl e par t i es not i f i cat i on 5 weeks pr i or t o needi ng a navi gat i on ai d moved. I f i t i s necessar y t o ut i l i ze f i xed USCG ai ds f or el ect r oni c or manual sur vey or t i de moni t or i ng equi pment , appr oval i s r equi r ed by t he USCG pr i or t o i mpl ement at i on or access. Any such r equest must be submi t t ed i n wr i t i ng t o t he Cont r act i ng Of f i cer and t he Cont r act i ng Of f i cer wi l l submi t t he r equest t o t he USCG f or t hei r r evi ew and consi der at i on. USCG Sect or Nor t h Car ol i na Wat er ways Management can be cont act ed at 910- 772- 2230 and 252- 247- 4525. Any i mpact s t o t he wor k due t o t he i nabi l i t y of t he Cont r act or t o accompl i sh any needed movement of ai ds t o navi gat i on wi l l not be t he r esponsi bi l i t y of t he Uni t ed St at es Gover nment or of t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed representative.
I f t he cont r act or damages any navi gat i on ai d i n t he cour se of t hei r dr edgi ng and pl acement oper at i ons or dur i ng movement of dr edge pl ant , t he cont r act or shal l i mmedi at el y not i f y t he USCG and t he Cont r act i ng Of f i cer .
Any damage 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 or hi s/ her desi gnat ed r epr esent at i ve at no cost t o t he Gover nment or t o t he
USCG.
1. 9 COMMUNI CATI ONS
The Cont r act or shal l f ur ni sh and mai nt ai n a r adi ot el ephone and a cel l ul ar phone on t he dr edge( s) t hr oughout t he per i od of t he cont r act . The pl ant wi l l not be al l owed t o begi n wor k unt i l t he VHF mar i ne band r adi o i s i nst al l ed and i n good wor ki ng or der and a pr oper l y oper at i ng cel l ul ar phone
SECTI ON 35 20 23 Page 5 i s on boar d. The r adi ot el ephone shal l be capabl e of oper at i on f r om t he dr edge' s mai n cont r ol st at i on and capabl e of t r ansmi t t i ng and r ecei v i ng on a f r equency or f r equenci es wi t hi n t he 156- 162 megaher t z band usi ng t he c l asses of emi ssi ons desi gnat ed by t he Feder al Communi cat i ons Commi ssi on.
Cont i nuous r adi o cont act shal l be mai nt ai ned bet ween t he dr edge cont r ol r oom and t he i nspect or s of t he beach f i l l ar eas as wel l as t he per sonnel pat r ol l i ng t he pi pel i ne.
1. 10 MI SPLACED MATERI AL
( a) Any mat er i al , i ncl udi ng mat er i al l ost t hr ough l eaks i n t he pi pel i nes, t hat i s deposi t ed or al l owed t o f l ow el sewher e t han i n pl aces desi gnat ed or appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve wi l l be consi der ed as mi spl aced mat er i al . I f , i n t he opi ni on of t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, t hi s mi spl aced mat er i al wi l l i n any way be a hazar d t o navi gat i on, t o nor mal act i v i t i es of t he publ i c, or t o t he envi r onment , t he Cont r act or shal l consul t wi t h t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve t o det er mi ne how t o r emove t he mi spl aced mat er i al wi t h mi ni mal addi t i onal i mpact . The Cont r act or i s caut i oned t hat r est or at i on measur es i ncl udi ng t he pl ant i ng and successf ul sur vi val of veget at i on may be r equi r ed. The r emoval of such mi spl aced mat er i al shal l be compl et ed t o t he sat i sf act i on of t he Cont r act i ng Of f i cer or hi s / her desi gnat ed r epr esent at i ve at t he Cont r act or ' s expense. No payment wi l l be made f or any mat er i al pl aced out s i de of t he t ol er ances of each t ypi cal beach sect i on unl ess ot her wi se aut hor i zed by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve. The Cont r act or shal l r edi st r i but e any mi spl aced mat er i al i n t he beach di sposal pl acement ar eas i n or der t o conf or m wi t h t he t ypi cal beach sect i on and t ol er ances gi ven i n t he cont r act . Thi s shal l be accompl i shed at t he Cont r act or ' s expense.
( b) I f t he Cont r act or l oses, dumps, t hr ows over boar d, s i nks, or mi spl aces any pl ant , machi ner y, or appl i ances, whi ch i n t he opi ni on of t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve may be danger ous t o or obst r uct navi gat i on, t he Cont r act or shal l r ecover and r emove t he same wi t h t he ut most di spat ch. The Cont r act or shal l gi ve i mmedi at e not i ce, wi t h descr i pt i on and l ocat i on of such obst r uct i ons t o t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve or i nspect or , and when r equi r ed, shal l mar k or buoy such obst r uct i on unt i l t he same i s r emoved. Shoul d t he Cont r act or r ef use, negl ect , or del ay compl i ance wi t h t he above r equi r ement s, such obst r uct i ons may be r emoved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve and t he cost of such r emoval may be deduct ed f r om any money due or t o become due t he Cont r act or or may be r ecover ed under t he Cont r act or ' s bond. The l i abi l i t y of t he Cont r act or f or t he r emoval of a vessel wr ecked or sunk wi t hout f aul t or negl i gence shal l be l i mi t ed t o t hat pr ovi ded i n Sect i ons 15, 19, and 20 of t he Ri ver and Har bor Act of 3 Mar ch 1899 ( 33 U. S. C. 410 et . seq. ) .
1. 11 OVERDEPTH AND SI DE SLOPES
1. 11. 1 Over dept h
Thi s cont r act al l ows channel over dept h dr edgi ng. No payment wi l l be made f or any mat er i al t hat i s r emoved f r om bel ow t he al l owabl e over dept h or out s i de of t he i ndi cat ed s i de s l opes.
1. 11. 2 Channel Si de Sl opes
Al l mat er i al r emoved f r om wi t hi n t he l i mi t s shown on t he t ypi cal dr edgi ng
SECTI ON 35 20 23 Page 6 sect i ons of t he cont r act dr awi ngs wi l l be pai d f or at t he cont r act uni t pr i ce. Dr edgi ng bel ow t he maxi mum pay dept h and beyond t he maxi mum pay s l ope wi l l not be pai d f or .
1. 11. 3 Excessi ve Dr edgi ng
Mat er i al t aken f r om beyond t he l i mi t s as gi ven i n subpar agr aph, Channel Si de Sl opes, wi l l be deduct ed f r om t he t ot al amount dr edged as excessi ve dr edgi ng and wi l l not be cr edi t ed. The Cont r act or i s advi sed t hat dr edgi ng conduct ed out s i de t he channel wi dt h, dept h and si de s l opes i ndi cat ed by t he t ypi cal sect i ons shown on t he dr awi ngs coul d be consi der ed a v i ol at i on of st at e and f eder al l aws, r equi r i ng r est or at i on, mi t i gat i on, or f i nes. Any addi t i onal cost s i ncur r ed by t he Cont r act or , or r equi r ement s f or r est or at i on or mi t i gat i on r esul t i ng f r om dr edgi ng out s i de t he l i mi t s i dent i f i ed i n t he pl ans shal l not be char ged t o t he Gover nment . Not hi ng her ei n shal l be const r ued t o pr event payment f or t he r emoval of shoal s per f or med i n accor dance wi t h appl i cabl e pr ovi s i ons of SECTI ON 01 10 00. 10 38:
SUPPLEMENTARY SPECI AL CONTRACT REQUI REMENTS, par agr aph, FI NAL EXAMI NATI ON
AND ACCEPTANCE.
1. 12 TI DE DATA
1. 12. 1 Real Ti me Ki nemat i c ( RTK) GPS
Real Ti me Ki nemat i c ( RTK) GPS wi l l be used by t he Cor ps of Engi neer s t o det er mi ne r eal t i me wat er l evel s ( t i de cor r ect i ons) i n t he Wi l mi ngt on Har bor navi gat i on channel s. I f t he Cont r act or desi r es t o obt ai n t hese cor r ect i ons, he/ she shal l be r esponsi bl e f or pr ovi di ng navi gat i on equi pment capabl e of ut i l i z i ng t he t r ansmi t t ed s i gnal s f r om t he Nor t h Car ol i na Geodet i c Sur veys Cont i nuousl y Oper at i ng Ref er ence St at i on Net wor k. Cont act Mr . Bar t Al l i good ( Syst em Admi ni st r at or ) f or access at 919- 948- 7834.
1. 12. 2 Ki nemat i c Ti dal Dat um
Hypack' s Hydr ogr aphi c Sur vey Sof t war e Coast al Shel f VDat um Model wi l l be used t o conver t el evat i ons f r om t he r ef er enced El l i psoi d t o Mean Lower Low Wat er ( 1983- 2001) f or Mor ehead Ci t y Cut of f and Reach A and B. The Gover nment wi l l pr ovi de a Ki nemat i c Ti dal Dat a ( KTD) f i l e t o be used wi t h t he l at est Geoi d model f or Mor ehead Ci t y Channel s. A Ti dal Dat um Di agr am showi ng t he r el at i onshi p bet ween NAVD 88 and Mean Lower Low Wat er wi l l be pr ovi ded upon r equest .
1. 12. 3 RTK GPS Di sput es
Any di scussi ons or di sput e r egar di ng t he val i di t y and use of t hi s met hod of sur veyi ng and det er mi ni ng of r eal t i me t i des must be r esol ved pr i or t o t he commencement of dr edgi ng on t hi s pr oj ect .
1. 13 ENVI RONMENTAL WI NDOWS
See Sect i on 01 57 19, subpar agr aph Envi r onment al Wi ndows.
1. 14 MEASUREMENT AND PAYMENT
1. 14. 1 Dr edgi ng Vol ume of Mat er i al Removed Fr om Channel
The t ot al vol ume of al l mat er i al r emoved and t o be pai d f or under t hi s cont r act wi l l be measur ed by comput i ng t he di f f er ence i n vol ume bet ween t he bot t om sur f ace shown by t he soundi ngs of t he l ast sur vey bef or e
SECTI ON 35 20 23 Page 7 dr edgi ng and t he bot t om sur f ace shown by t he soundi ngs of a sur vey made as soon as pr act i cabl e af t er compl et i on of each accept ance sect i on. Vol umes wi l l be comput ed by t he Gover ment . The cal cul at i ons wi l l excl ude any vol ume of mat er i al r emoved f r om beyond t he l i mi t s of t he s i de s l opes and/ or bel ow t he al l owabl e over dept h and wi l l be f ur t her r educed by t he vol ume of any mi spl aced mat er i al . Al l f i nal pay quant i t i es shal l be det er mi ned f r om bef or e and af t er dr edgi ng sur veys conduct ed by t he Gover nment . The quant i t i es measur ed as pr ovi ded above wi l l be pai d f or at t he cont r act uni t pr i ce f or " Dr edgi ng Wi t h Beach Pl acement " as l i s t ed i n t he bi ddi ng schedul e.
1. 14. 2 Cont r act Dr awi ngs
The dr awi ngs r ef er r ed t o i n SECTI ON 00 01 15: LI ST OF DRAWI NGS, ar e bel i eved t o r epr esent t he condi t i ons of t he channel s, and beach exi st i ng on t he dat es of sur vey. ASCI I dat a f i l es i n XYZ f or mat of t he channel condi t i on sur veys ar e avai l abl e on t he http://fbo.gov webpage. The bot t om condi t i ons wi l l be det er mi ned by bef or e dr edgi ng sur veys of each channel accept ance sect i on pr i or t o commencement of dr edgi ng and new maps r epr esent i ng t he bot t om condi t i ons wi l l be f ur ni shed t o t he Cont r act or . The new maps wi l l show ar eas t o be dr edged al ong wi t h r evi s i ons t o t he dr edgi ng ar eas i f needed. Det er mi nat i on of quant i t i es r emoved and t he deduct i ons made t her ef r om t o det er mi ne quant i t i es by i n- pl ace measur ement t o be pai d f or i n t he ar eas speci f i ed, af t er havi ng once been made, 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 .
1. 14. 3 Mont hl y Par t i al Payment s - Channel
Mont hl y par t i al payment s wi l l be based on est i mat ed quant i t i es det er mi ned by t he i nf or mat i on f r om soundi ngs t aken behi nd t he dr edge. Di scr epanci es i n t he est i mat ed amount s wi l l be adj ust ed as r equi r ed t o conf or m wi t h vol umes comput ed i n accor dance wi t h subpar agr aph Dr edgi ng Vol ume of Mat er i al Removed Fr om Channel . Est i mat ed quant i t i es cal cul at ed shal l be based upon sat i s f act or y hydr ogr aphi c sur veys per f or med by t he Cont r act or i n a manner agr eed upon by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve.
1. 14. 4 Met hod of Sur vey
Hydr ogr aphi c sur veys wi l l be accompl i shed by t he Gover nment t o det er mi ne t he vol ume of mat er i al r emoved under t hi s cont r act . The sur veys wi l l be accompl i shed wi t h t he use of an aut omat ed sur vey syst em i nst al l ed aboar d one of t he Wi l mi ngt on Di st r i c t ' s sur vey vessel s. Ver t i cal dat um f or al l hydr ogr aphi c sur veys wi l l be mean l ower l ow wat er f or t he Mor ehead Ci t y channels.
1. 14. 5 Si ngl ebeam Sur veyi ng Met hod
The si ngl ebeam sur vey syst em wi l l be used. Hor i zont al l ocat i on of sur vey l i nes and dept h soundi ng poi nt s wi l l be det er mi ned by t he use of an aut omat ed posi t i oni ng syst em ut i l i z i ng RTK GPS ( r eal t i me ki nemat i c gl obal posi t i oni ng syst em) . Dept h soundi ngs wi l l be t aken usi ng a dual f r equency ( 200/ 28 KHz) dept h sounder . The f at homet er wi l l be cal i br at ed usi ng vel oci t y cast s t o account f or var i at i ons of t he speed of sound i n t he wat er at t he sur vey s i t e and compar ed t o per i odi c bar checks f or consi st ency.
Bot t om el evat i ons wi l l be based on 200 kHz dept h soundi ngs. Payment f or mat er i al r emoved wi l l be based on 200 kHz dept h soundi ngs. The echo sounder syst em wi l l be cal i br at ed at t he j ob s i t e and ver i f i ed f or accur acy t wi ce dai l y.
SECTI ON 35 20 23 Page 8
1. 14. 6 Sur vey Li nes - Channel
Dept h soundi ngs wi l l be secur ed by r unni ng sur vey l i nes par al l el t o t he l ongi t udi nal axi s of t he channel . A suf f i c i ent number of l i nes wi l l be r un t o assur e good cover age of t he bot t om. Cr oss check l i nes wi l l be r un at 500' i nt er val s. A mi ni mum of t wo ( 2) l i nes wi l l be r un wi t hi n t he gr ade sl opes. The af t er dr edgi ng sur vey wi l l be per f or med i n t he same manner as t he bef or e dr edgi ng sur vey.
1. 14. 7 Beach Ti l l i ng
Opt i onal bi d i t ems have been i ncl uded f or beach t i l l i ng at t he beach pl acement ar ea. I f det er mi ned necessar y by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, t he opt i onal bi d i t ems wi l l be exer ci sed near t he end of t he di sposal oper at i ons.
The uni t of measur ement f or beach t i l l i ng wi l l be t he acr e. The quant i t i es t o be pai d f or shal l compr i se t he act ual ar eas accept abl y t i l l ed as di r ect ed by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, measur ed t o t he near est one- hundr edt h of an acr e based on hor i zont al measur ement s. The quant i t i es measur ed as pr ovi ded above wi l l be pai d f or at t he appl i cabl e cont r act uni t pr i ce per acr e f or bi d i t em " Beach Ti l l i ng" , whi ch pr i ce and payment shal l const i t ut e f ul l compensat i on f or t i l l i ng, l evel i ng and f ur ni shi ng al l l abor , t ool s, equi pment , ser vi ces, and i nci dent al s necessar y t o compl et e t he wor k i n accor dance wi t h t hi s sect i on of t he speci f i cat i ons.
1. 14. 8 Mi spl aced Mat er i al
No payment wi l l be made f or any mat er i al pl aced out s i de of t he t ol er ances of t he t ypi cal beach sect i on unl ess ot her wi se aut hor i zed by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve. The Cont r act or shal l r edi st r i but e any mi spl aced mat er i al i n t he beach di sposal pl acement ar eas i n or der t o conf or m wi t h t he t ypi cal beach sect i on and t ol er ances gi ven i n t he cont r act . Thi s shal l be accompl i shed at t he Cont r act or ' s expense.
PART 2 PRODUCTS ( NOT APPLI CABLE)
PART 3 EXECUTI ON
3. 1 PLANT
Dr edgi ng by hydr aul i c pi pel i ne dr edge wi l l be al l owed i n t hi s cont r act .
Hydr aul i c pi pel i ne dr edges per f or mi ng wor k seawar d of t he COLREGS Demar cat i on Li ne shal l be Ocean Cer t i f i ed. For hydr aul i c pi pel i ne dr edgi ng, t he Cont r act or shal l pr ovi de a t ug at t he wor k s i t e f or t he dur at i on of t he cont r act capabl e of movi ng t he dr edge t o a saf e ar ea i n event of sever e weather.
3. 2 DREDGE POSI TI ONI NG SYSTEM
Each dr edge shal l be equi pped wi t h an el ect r oni c posi t i oni ng syst em, capabl e of posi t i oni ng t he dr edge i n t he channel wi t h accur aci es as shown i n Tabl e 3. 1 Mi ni mum Per f or mance St andar ds f or Cor ps of Engi neer s Hydr ogr aphi c Sur veys ( Mandat or y) i n USACE EM 1110- 2- 1003. Thi s posi t i oni ng syst em shal l be est abl i shed, oper at ed, and mai nt ai ned by t he Cont r act or dur i ng t he ent i r e per i od of t he cont r act . The posi t i oni ng syst em shal l be used t o pr eci sel y l ocat e t he dr edge and t he cut t er head, and shal l be capabl e of di spl ayi ng and r ecor di ng t he dr edge' s l ocat i on i n an accept abl e
SECTI ON 35 20 23 Page 9 coor di nat e syst em whi ch can be r el at ed t o, or i s di r ect l y based on, t he Nor t h Car ol i na Lamber t St at e Pl ane Coor di nat e Syst em. Navi gat i on channel cont r ol , and shor e st at i on cont r ol , i f r equi r ed, wi l l be pr ovi ded t o t he Cont r act or i n t he same Nor t h Car ol i na coor di nat e syst em pr i or t o t he commencement of wor k. I t shal l be t he r esponsi bi l i t y of t he Cont r act or t o have t he posi t i oni ng/ navi gat i on syst em r evi ewed, i nspect ed and appr oved by t he Cont act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve pr i or t o t he commencement of wor k.
3. 3 DREDGE CERTI FI CATI ON
Thi s cont r act r equi r es t he use of t he Dr edgi ng Qual i t y Management Pr ogr am f or pi pel i ne hydr aul i c dr edge. Pr i or t o submi t t i ng bi d, see Sect i on
35 20 23. 33 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM
PI PELI NE HYDRAULI C DREDGE.
3. 4 LOCAL OFFI CE
The Cont r act or shal l mai nt ai n a l and based of f i ce i n t he i mmedi at e v i c i ni t y of t he pr oj ect . Thi s of f i ce shal l be equi pped wi t h at l east one oper abl e t el ephone and f ax machi ne, whi ch pr ovi des bot h l ocal and l ong di st ance ser vi ce. The number f or t hi s equi pment shal l be pr ovi ded t o t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve dur i ng t he pr econst r uct i on conf er ence, and t he t el ephone shal l be moni t or ed and answer ed by cont r act or per sonnel dur i ng wor ki ng hour s. The Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve may wai ve t hi s r equi r ement i f sui t abl e f aci l i t i es ar e avai l abl e on t he dr edge( s) .
3. 5 FENDER TI RES
Al l f ender t i r es used on Cont r act or dr edgi ng equi pment or vessel s shal l be per manent l y mar ked by t he Cont r act or wi t h t he company name and equi pment pl ant name. Al l f ender t i r es shal l be secur el y at t ached t o pr event t hem f r om f al l i ng over boar d. The Cont r act or shal l be r esponsi bl e f or damages t o f i shi ng net s or ot her c l ai ms t hat ar e due t o any l oss of equi pment such as f ender s, cabl es, anchor s, pi pe, et c.
3. 6 COMPLI ANCE WI TH APPLI CABLE NAVI GATI ON RULES AND REGULATI ONS, MARI NE
EQUIPMENT
3. 6. 1 Vessel s
The Cont r act or shal l ascer t ai n t hat al l vessel s used i n per f or mance of t hi s cont r act ar e commanded, equi pped, navi gat ed and/ or oper at ed i n st r i c t compl i ance wi t h t he gener al r egul at i ons of t he Depar t ment of t he Ar my and of t he U. S. Coast Guar d, i ncl udi ng but not l i mi t ed t o, appl i cabl e saf et y, envi r onment al , and navi gat i onal r ul es and r egul at i ons i n t he Code of Feder al Regul at i ons.
3. 6. 2 Obst r uct i ons
I nst al l at i ons ( i . e. , pi pel i nes, pi pel i ne r i ser s and/ or boost er st at i ons) pl aced by t he Cont r act or on or over t he seabed of t he wor k ar ea ar e obst r uct i ons or st r uct ur es i n accor dance wi t h Ti t l e 33 CFR par t 67. Such i nst al l at i ons or por t i ons t her eof , ar e subj ect t o appl i cabl e r egul at i ons set f or t h i n Ti t l e 33 CFR, par t s, 64, 66, and 67.
SECTI ON 35 20 23 Page 10
3. 6. 3 Cont r act or Responsi bi l i t y
The r esponsi bi l i t y f or not i f y i ng t he Commander , Fi f t h Coast Guar d Di st r i c t , per Ti t l e 33 CFR subpar t 67. 40 and t he r esponsi bi l i t y of secur i ng necessar y i nst al l at i on appr oval s t her ef r om, r est s wi t h t he Cont r act or . The f ur t her r esponsi bi l i t y f or mai nt ai ni ng and oper at i ng hi s j ob s i t e i nst al l at i on and vessel s i n accor dance wi t h appl i cabl e l aws al so r est s wi t h t he Cont r act or .
3. 7 DI SPOSAL/ PLACEMENT OF DREDGED MATERI AL
The Gover nment f ur ni shed pl acement ar ea f or dr edged mat er i al i s t he beach on At l ant i c Beach. The Gover nment f ur ni shed beach pl acement ar ea i ncl udes base beach pl acement ar eas. The appr oxi mat e l i mi t s of t he pl acement ar eas ar e shown on t he dr awi ngs.
3. 7. 1 Pl acement of Mat er i al s f or Beach Di sposal
a) The beach di sposal mat er i al shal l be pl aced by di schar gi ng t he mat er i al di r ect l y i nt o t he f i l l sect i on f r om t he dr edge di schar ge pi pe or by st ockpi l i ng t he dr edged mat er i al on t he beach, i n an ar ea appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, and haul i ng t he mat er i al by wheel ed or t r acked ear t h movi ng equi pment i nt o t he f i l l sect i on. Pl acement of beach di sposal mat er i al shal l be wi t hi n t he l i mi t s shown on t he dr awi ngs. The beach f i l l shal l be const r uct ed t o pr ovi de t he t op el evat i on shown on t he t ypi cal sect i on pr ovi ded i n t he dr awi ngs. Except as pr ovi ded f or her ei naf t er , t he dr edged mat er i al shal l be pl aced at t he l ocat i on and wi t hi n t he pr escr i bed t ol er ances of t he desi gn sect i on as shown on t he pl ans and i n accor dance wi t h par agr aph, TOLERANCES, unl ess ot her wi se appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve. No mat er i al shal l be pl aced unl ess an i nspect or appoi nt ed by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve i s pr esent at t he t i me, or has gi ven t he per mi ssi on f or t he Cont r act or t o pr oceed.
Payment wi l l not be made f or mat er i al t hat i s deposi t ed i n pl aces not desi gnat ed or appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve. The Cont r act or shal l r edi st r i but e any mat er i al t hat i s deposi t ed i n pl aces not desi gnat ed or appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve. The Cont r act or may be r equi r ed t o r emove such mi spl aced mat er i al and deposi t i t wher e di r ect ed at no cost t o t he Gover nment . Payment may be made f or al l or any por t i on, as det er mi ned t o be appr opr i at e by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, of any mi spl aced mat er i al t hat i s moved by t he Cont r act or and accept abl y i ncor por at ed i n t he wor k. The Cont r act or shal l avoi d usi ng wheel ed or t r acked ear t h movi ng equi pment t o di st r i but e f i l l mat er i al i n c l ose v i c i ni t y of dune cr ossover st r uct ur es. Hand t ool s ( shovel s, hoes, et c. ) shal l be used t o pl ace f i l l mat er i al ar ound t he cr ossover st r uct ur es.
b) The dr edgi ng shal l be accompl i shed so t hat t he most sui t abl e mat er i al avai l abl e f or beach di sposal i s pl aced wi t hi n t he pr escr i bed sect i on.
Sui t abl e mat er i al shal l be compr i sed of mat er i al s desi gnat ed by ASTM D2487 as SP, SP- SM, SW, SW- SM. The sui t abl e mat er i al shal l cont ai n no mor e t han 10% ( by wei ght ) of f i ne gr ai ned soi l s. Soi l s c l assi f i ed as SM ( Si l t y Sand) , ML ( Low- Pl ast i c i t y Si l t ) , MH ( Hi gh Pl ast i c i t y Si l t ) , CH ( Fat Cl ay) , CL ( Lean Cl ay) , and al l or gani c mat er i al s shal l not be used as beach f i l l .
3. 7. 2 Obj ect i onabl e Mat t er
Obj ect i onabl e Mat t er such as st umps, r oot s, l ogs, or ot her or gani c or i nor gani c debr i s havi ng a di amet er of 2 i nches or mor e and/ or a l engt h of 1 f oot or mor e, or accumul at i on of smal l veget at i ve gr owt h or debr i s shal l be
SECTI ON 35 20 23 Page 11 col l ect ed and pl aced i n a di sposal ar ea f ur ni shed by t he Cont r act or and appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve.
3. 7. 3 Beach Compat i bl e Sedi ment s
The accumul at i on of t oo l ar ge an amount of f i ne- gr ai ned sedi ment ( s i l t , mud, c l ay bal l s) or shel l or r ock at any one l ocat i on on t he beach may adver sel y af f ect t he abi l i t y of sea t ur t l es t o successf ul l y nest . I n t he event t hat ext ensi ve amount s of sedi ment s smal l er t han 0. 0625 mm or shel l or r ock ar e bei ng di sposed of on t he beach, t he Cont r act or shal l pr ompt l y not i f y t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve t o det er mi ne appr opr i at e measur es t o be t aken. The Cont r act i ng Of f i cer wi l l f i r s t det er mi ne i f t he i ncompat i bl e mat er i al can be di sper sed over and mi xed i nt o pr evi ousl y pl aced mat er i al . The Cont r act or i s advi sed t hat i n ext r eme si t uat i ons wher e t he Cont r act i ng Of f i cer det er mi nes t he i ncompat i bl e mat er i al i s t oo dense or t oo ext ensi ve t o adequat el y di sper se and mi x, i n or der t o pr event adver se i mpact s t o sea t ur t l e nest i ng, r emoval of t he i ncompat i bl e mat er i al f r om t he beach may be r equi r ed.
3. 7. 4 Di schar ge Poi nt s
When t he f i l l mat er i al i s pl aced by di schar gi ng t he mat er i al di r ect l y i nt o t he f i l l sect i on, t he dr edge di schar ge poi nt s shal l be mani pul at ed and cont r ol l ed by t he Cont r act or i n such a manner t o mi ni mi ze t he l oss of mat er i al i nt o t he sur f zone and t o pr event pl acement of mat er i al l andwar d of beach f i l l l i mi t s shown on t he dr awi ngs. At no t i me shal l t he dr edged mat er i al be di schar ged di r ect l y i nt o t he ocean or any body of wat er .
3. 7. 5 Longi t udi nal Di kes
For beach f i l l and di sposal mat er i al pl aced by di schar gi ng t he mat er i al di r ect l y i nt o t he f i l l or di sposal sect i on, t he Cont r act or shal l pr ovi de t empor ar y l ongi t udi nal di kes and spr eader and pocket pi pe as necessar y t o pr event gul l y i ng and er osi on of t he beach and f i l l and t o r et ai n t he f i l l on t he beach and wi t hi n t he l i mi t s of t he f i l l cr oss sect i on. Longi t udi nal di kes shal l i ni t i al l y be 300 f eet l ong i n advance of f i l l i ng oper at i ons.
Longer l ongi t udi nal di kes shal l be const r uct ed as necessar y t o r et ai n sand on t he beach di sposal ar ea. Shor t er l engt hs may be subsequent l y used i f appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve.
Bul kheads, r evet ment s, pi er s, st or m dr ai n out f al l pi pes, wal kover st r uct ur es, and ot her st r uct ur es wi t hi n t he f i l l or di sposal sect i on shal l be pr ot ect ed by t he Cont r act or t o pr event damage t her eof by t he Cont r act or ' s oper at i ons. Any damages t o any of t he above i t ems r esul t i ng f r om t he Cont r act or ' s act i v i t i es shal l be at t he Cont r act or ' s expense. I f dr edged mat er i al i s t o be st ockpi l ed on t he beach f or haul i ng wi t h wheel ed or t r acked equi pment , t he Cont r act or shal l pr ovi de di kes, embankment s, t empor ar y bul kheadi ng and spi l l ways t o conf i ne t he mat er i al wi t hi n t he appr oved st ockpi l e ar eas. For st ockpi l e ar eas, t he mat er i al must be conf i ned shor ewar d of t he seawar d cr est of t he new t op of ber m el evat i on cont our as i ndi cat ed on t he dr awi ngs f or t he beach di sposal s i t e.
St ockpi l es must not be pl aced l andwar d of t he di sposal pl acement l i mi t s.
3. 7. 6 Fi l l Adj ust ment s f or Beach Fi l l
The di st r i but i on of t he yar dage al ong t he beach; whi ch i s based on t he desi gn cr oss sect i ons, t he l at est sur vey as of t he dat e of t hese speci f i cat i ons, and t he amount of mat er i al r emoved f r om t he channel s; i s t abul at ed on t he t abl e pr ovi ded as At t achment 1 - Est i mat ed Dr edge and Beach Pl acement Quant i t i es ( At l ant i c Beach) . Not e t hat t he amount of
SECTI ON 35 20 23 Page 12 mat er i al r et ai ned on t he beach wi t hi n t he beach di sposal ar ea i s assumed t o be 20% l ess t han t he vol ume of mat er i al r emoved f r om t he channel s. The Cont r act or shal l mai nt ai n t he di sposal sect i on i n a sat i sf act or y condi t i on at al l t i mes unt i l f i nal compl et i on and accept ance of t he wor k as speci f i ed i n SECTI ON 01 10 00. 10 38: SUPPLEMENTARY SPECI AL CONTRACT REQUI REMENTS, par agr aph, FI NAL EXAMI NATI ON AND ACCEPTANCE. Sur veys t aken by t he Cont r act or i n accor dance wi t h SECTI ON 01 10 00. 10 38: SUPPLEMENTARY SPECI AL CONTRACT REQUI REMENTS, par agr aph, BEACH SURVEYS AND SURVEY PERSONNEL REQUI REMENTS wi l l be used as a gui de t o t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve i n maki ng t he al t er at i ons i f r equi r ed t o t he beach di sposal sect i ons. For beach di sposal pl aced on At l ant i c Beach no separ at e payment or adj ust ment i n t he uni t pr i ce wi l l be made as a r esul t of t hese changes i n di mensi ons and/ or s l opes of t he desi gn sect i on, s i nce t he cost t her ef or e wi l l be cover ed by payment f or t he t ot al yar ds dr edged at t he appr opr i at e cont r act pr i ce per cubi c yar d. The Cont r act or shal l not r emove any exi st i ng mat er i al t hat was i n pl ace bef or e const r uct i on commenced and i s above t he desi gn pr of i l e.
3. 7. 6. 1 Tempor ar y Saf et y Fenci ng
The Cont r act or shal l compl y wi t h t he r equi r ement s of Sect i on 01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS f or t empor ar y saf et y f enci ng.
3. 7. 6. 2 War ni ng Si gns
The Cont r act or shal l compl y wi t h t he r equi r ement s of Sect i on 01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS f or war ni ng s i gns as shown on At t…
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