Group_4-10-R-J037_Revision_0001.pdf

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Attached to: Tampa Harbor, Maintenance Dredging, 34 and 43-Foot Project, Hillsborough Bay (HB)
Solicitation number: GROUP4-10-R-J037
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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GROUP4-10-R-J037 SF1442-A1 Revision 0001

ADDENDUM TO THE STANDARD FORM 1442

Tampa Harbor, Maintenance Dredging, 34 and 43-Foot Project, Hillsborough Bay (HB), Ybor Channel, Upper and Lower Sparkman, Port Sutton and East Bay, and St. Petersburg Harbor, Maintenance Dredging, 24-Foot Project, Entrance Channel and Turning Basin, Hillsborough and Pinellas Counties, Florida

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER

W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003); Cavache, Inc.

(W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13-D-0005);

Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP-13-D-0007); Dutra Dredging Company (W912EP-13-D-0008);

Marinex Construction, Inc. (W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13- D-0010); Mike Hooks, Inc. (W912EP-13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012);

Southern Dredging Co., Inc. (W912EP-13-D-0013); Manson Construction Company (W912EP-13-D-0014); C. F. Bean LLC (W912EP-13-D-0015) PROPOSALS WILL NOT BE

CONSIDERED FROM ANY ENTITY OTHER THAN THE PREVIOUSLY LISTED FIRMS

INCLUDED IN THE Group 4 Dredging MATOC Pool.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

(1) Availability of technically acceptable dredge(s).

(2) Past performance, to include the MATOC (The government reserves the right to obtain copies of all Contractor Performance Assessment Reporting System (CPARS) records contained in the US Army Corps of Engineers CPARS database for the Prime Contractor (Offeror) and all Major Sub-Contractors).

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) A letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

(2) Completed Bid Schedule (see Section 00010A)

(3) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the MATOC

(4) Completed “Addendum to the Standard Form 1442 with the latest revision”.

(5) Revisions – Offers must acknowledge receipt of this Revision by completing “Notice to Offerors--Blocks 14, 15 and 20” of each revision.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 9 -- For additional information contact:

Tonya M. Rogers 904-232-1084 Tonya.M.Rogers@usace.army.mil.

Block 10 -- Magnitude of Construction is between $5,000,000.00 and $10,000,000.00.

GROUP4-10-R-J037 SF1442-A2 Revision 0001

Block 11 -- The Contractor shall begin performance within 45 calendar days and complete it within 180 calendar days after receiving notice to proceed. This performance period is mandatory. NOTE: If there are optional line items, refer to FAR 52.211-10 for breakdown of period of performance.

Block 12 -- The contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than July 25, 2017 at 2:00 P.M. Local Time.

USA Engineer District, Jacksonville Contracting Division 701 San Marco Blvd

Jacksonville, Florida 32207-8175

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

Block 14 -- Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

Block 15 -- Telephone No. (include area code): _____________________

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print ________________________________________________

Signature: ________________________________________________ e-Mail: ________________________________________________

Offer Date: _______________________________________________

Block 26 -- This Task Order will be administered by:

Tampa Resident Office 4211 W. Boy Scout Blvd Suite 170

Tampa, FL 33607-5767

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

SF 30 CONTINUATION SHEET

Channel and Turning Basin, Hillsborough and Pinellas Counties, Florida Revision 0001

SUMMARY OF CHANGES

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

DELETE Clause 52.211-10 and REPLACE with the attached Clause 52.211-10.

DELETE Clause 52.236-12 and REPLACE with the attached Clause 52.236-12.

Other:

Add XYZ files for both St Pete, survey 17-026 and Tampa Harbor, survey 17-097

Add FDEP Exemption Letter

(End of Summary of Changes)

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 45 calendar days after the contractor receives the notice to proceed, (b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than * calendar days after the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

* The total completion time of 180 calendar days includes the following:

Base 110 calendar days Option A 10 calendar days Option B 50 calendar days Option C 6 calendar days Option D 4 calendar days

(End of clause)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) (ALTERNATE I) (FEB 1995) (CESAJ

ADAPTATION)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for – 13 Jul 2017 at 9:00 AM Local Time.

(c) Participants will meet at -- (Location will be provided by the contract administration office via telephone. See (d) below.)

(d) Participants should call Andy Cummings at 813-348-0690 (office) or 813-503-1362 (cell) on or before Jul 10, 2017 to make arrangements. A Pre-proposal teleconference has been scheduled for 18 Jul 2017 from 10:00AM - 12:00 AM. Please Call: 888-363-4734, Access Code:

8385451, Security Code: 1234.

(e) Core borings are available. (If available, follow the instructions in the Physical Data paragraph in Section 00 11 00 and 00 31 32 of individual request for proposals issued for task orders under this contract to make arrangements to inspect the borings. Failure to follow the instructions may result in a delay ranging in duration from one hour to 4 days.)

(f) After the site visit, a memorandum summarizing the visit may be posted to the appropriate website under the solicitation number. This posting will be strictly for informational purposes only.

The memorandum will not become a part of the solicitation. If the solicitation needs to be changed as a result of information obtained during the site visit, a written amendment will be made available to all registered vendors. Questions regarding any information given in the memorandum must be directed to the person whose name appears in item 9 of the Addendum to the Standard Form 1442.

(End of provision) www.dep.state.fl.us

Florida Department of Environmental Protection

Bob Martinez Center

2600 Blair Stone Road Tallahassee, Florida 32399-2400

Rick Scott Governor

Carlos Lopez-Cantera

Lt. Governor

Ryan E. Matthews Interim Secretary

May 4, 2017

U.S. Army Corps of Engineers Attn: Gina P. Ralph 701 San Marco Blvd Jacksonville, FL 32207 Gina.P.Ralph@usace.army.mil

Re: File No. 0353318-001-BE St. Petersburg Harbor Maintenance Dredging

Dear Ms. Ralph:

We are in receipt of your April 18, 2017, notice to use the Port Maintenance Dredging Exemption in Section 403.813(3), Florida Statutes. The Department acknowledges your intention to use the exemption and your certification that you meet the requirements of the statute (see attachment).

This letter does not relieve you from the responsibility of obtaining other permits (Federal, State, or local) that may be required for the project.

Sincerely, Ivana Kenny Carmola Environmental Specialist III Beaches, Inlets and Ports Program Division of Water Resource Management

Enclosures: Section 403.813(3), F.S.

Project Drawings (16 pages) cc: Paul Karch, U.S. Army Corps of Engineers, Karch, Paul.J.Karch@usace.army.mil Mike Hollingsworth, U.S. Army Corps of Engineers, Michael.J.Hollingsworth@usace.army.mil Walter Miller, City of St. Petersburg, Marina & Port Manager, Walter.Miller@stpete.org Bruce Laurion, P.E., Port Tampa Bay, BLaurion@tampaport.com Lainie Edwards, DEP DWRM, Lainie.Edwards@dep.state.fl.us Marty Seeling, DEP DWRM, Martin.Seeling@dep.state.fl.us Roxane Dow, DEP, DWRM, Roxane.Dow@dep.state.fl.us Pamala Vazquez, DEP SW District Office, Pamala.Vazquez@dep.state.fl.us JCP Compliance Officer, DWRM, JCPCompliance@dep.state.fl.us Katlin Hendricks, FWC, Katlin.Hendricks@MyFWC.com FWCconservationPlanningServices@myfwc.com FCMPmail@myfwc.com

403.813 Permits issued at district centers; exceptions.

(3) A permit is not required under this chapter, chapter 373, chapter 61-691, Laws of Florida, or chapter 25214 or chapter 25270, 1949, Laws of Florida, for maintenance dredging conducted under this section by the seaports of Jacksonville, Port Canaveral, Fort Pierce, Palm Beach, Port Everglades, Miami, Port Manatee, St. Petersburg, Tampa, Port St. Joe, Panama City, Pensacola, Key West, and Fernandina or by inland navigation districts if the dredging to be performed is no more than is necessary to restore previously dredged areas to original design specifications or configurations, previously undisturbed natural areas are not significantly impacted, and the work conducted does not violate the protections for manatees under s. 379.2431(2)(d). In addition:

(a) A mixing zone for turbidity is granted within a 150-meter radius from the point of dredging while dredging is ongoing, except that the mixing zone may not extend into areas supporting wetland communities, submerged aquatic vegetation, or hardbottom communities.

(b) The discharge of the return water from the site used for the disposal of dredged material shall be allowed only if such discharge does not result in a violation of water quality standards in the receiving waters. The return-water discharge into receiving waters shall be granted a mixing zone for turbidity within a 150-meter radius from the point of discharge into the receiving waters during and immediately after the dredging, except that the mixing zone may not extend into areas supporting wetland communities, submerged aquatic vegetation, or hardbottom communities.

Ditches, pipes, and similar types of linear conveyances may not be considered receiving waters for the purposes of this paragraph.

(c) The state may not exact a charge for material that this subsection allows a public port or an inland navigation district to remove. In addition, consent to use any sovereignty submerged lands pursuant to this section is hereby granted.

(d) The use of flocculants at the site used for disposal of the dredged material is allowed if the use, including supporting documentation, is coordinated in advance with the department and the department has determined that the use is not harmful to water resources.

(e) The spoil material from maintenance dredging may be deposited in a self-contained, upland disposal site. The site is not required to be permitted if:

1. The site exists as of January 1, 2011;

2. A professional engineer certifies that the site has been designed in accordance with generally accepted engineering standards for such disposal sites;

3. The site has adequate capacity to receive and retain the dredged material; and

4. The site has operating and maintenance procedures established that allow for discharge of return flow of water and to prevent the escape of the spoil material into the waters of the state.

(f) The department must be notified at least 30 days before the commencement of maintenance dredging. The notice shall include, if applicable, the professional engineer certification required by paragraph (e).

(g) This subsection does not prohibit maintenance dredging of areas where the loss of original design function and constructed configuration has been caused by a storm event, provided that the dredging is performed as soon as practical after the storm event. Maintenance dredging that commences within 3 years after the storm event shall be presumed to satisfy this provision. If more than 3 years are needed to commence the maintenance dredging after the storm event, a request for a specific time extension to perform the maintenance dredging shall be submitted to the department, prior to the end of the 3-year period, accompanied by a statement, including supporting documentation, demonstrating that contractors are not available or that additional time is needed to obtain authorization for the maintenance dredging from the United States Army Corps of Engineers.

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CAN BUOY

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PROJECT DEPTH

12 TO 24-FOOT PROJECT

HYDROGRAPHIC EXAM SURVEY FY15

PINELLAS COUNTY, FLORIDA

ST. PETERSBURG HARBOR

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SURVEYING, 30 NOV 13.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

12. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE

11. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

10. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

BAYBORO YACHT BASIN

BASIN, BAYBORO HBR BASIN,

OUTER CUT, CUT-B, TURNING

CUT-A, ENTRANCE CHANNEL, 24 AUG - 03 SEP 2015 SB-34

CUTDATE OF SURVEY VESSEL

IN LOW FREQUENCY.

ARE IN HIGH FREQUENCY EXCEPT BAYBORO HARBOR BASIN, WHICH IS SHOWN

AND AN EDGETECH 6205 OPERATING AT 550/900 KHZ. ALL SOUNDINGS SHOWN

SOUNDER WITH A DUAL-FREQUENCY 28/200 KHZ SINGLE-BEAM TRANSDUCER

9. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835C SMART-

NOAA TIDAL STATION 872-6520, ST. PETERSBURG, TAMPA BAY FOR ALL CUTS

BELOW:

BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITE SPECIFIED

USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL

TIDE MEASURE DOWN POINT LOCATED AT "EDD-60" (PID: AG5298)

REFERENCE BASE LOCATED AT "DILLMAN" (COE PID: ACI970)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

NORTH AMERICAN DATUM OF 1983, REALIZATION OF 2007 (NAD83(2007)).

PROJECTION FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

TIDE DATUM (KTD) MODEL. KTD FILE NAME IS: "SPC-FL-WEST-2010-12-07.KTD".

(RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC

MEAN LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED

1. REFER TO SURVEY NO. 15-163.

D e s c ri p ti o n

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DEPENDS ON YOU

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A . 7

S T

A . 7

S T

A . 8

S T

A . 8

M A

T C

H L

E S

H E

E T N

O . 0

T A . 6

M A

T C

H L

E S

H E

E T N

O . 0

T A . 9

CUT-A

AZ=178-21-04

W R

-1

-V

H -S

H .D

G N

S T

A T

H R

U S

T A C

U T -A

P L

A N

04 15

2. SEE SHEET NO. 1 FOR SURVEY NOTES.

1. REFER TO SURVEY NO. 15-163.

NOTES:

0 200'100'

GRAPHIC SCALE

100'

S T P

E T

E R

S B

U R

G H

A R

B O

R -C -N

G M

C C

F .D

G N

-1

-V -S

O U

C T

A .D

G N

-1

-V -C

O N

G N

-1

-V -N

A V .D

G N

X X

X X -X -X

X X

X .D

G N

X X

X X -X -X

X X

X .D

G N

X X

X X -X -X

X X

X .D

G N

R"4"

G"3"

LONGITUDELATITUDE

PLANE COORDINATES

AIDS TO NAVIGATION

G R

D e s c ri p ti o n

10 9 8 7 6 5 4 3 2 1

10 9 8 7 6 5 3 2 1

US Army Corps of Engineers

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

Drawing no.

AS SHOWNScale:

SHEET OF

F il e n a m e

D a te d

In v

N o

D W

N b y

D e s ig n e d b y

C k d b y

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

C O

R P

S O

F E

N G

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y R e fe re n c e f il e s

N o

S y m b o l

Z o n e

-F

O O

T P

R O J

E C

H Y

D R

O G

R A

P H

X A

M S

U R

V E

Y F

E L L

A S C

O U

N T

Y F

L O

S T P

E T

E R

S B

U R

G H

A R

B O

-1

-G

-B S -B

R D

R .D

G N

A U

G S

E P

LT-3 (09/15)

LT-4 (09/15)

1,222,248

1,222,139

458,826

459,165

X= 460500

X= 460000

X= 459500

X= 459000

X= 458500

X= 458000

X= 457500

RGE. 0

RGE. 100

RGE. 200

M A

T C

H L

E S

H E

E T N

O . 0

T A . 9

CUT-A

AZ=178-21-04

W R

-1

-V

H -S

H .D

G N

P L

A N

05 15

2. SEE SHEET NO. 1 FOR SURVEY NOTES.

1. REFER TO SURVEY NO. 15-163.

NOTES:

0 200'100'

GRAPHIC SCALE

100'

RGE. 0

RGE. 100

RGE. 200

M A

T C

H L

E S

H E

E T N

O . 0

T A . 1

S T

A . 9

S T

A . 1

S T

A . 1

S T

A . 1

S T

A . 1

S T

A T

H R

U S

T A C

U T -A

R"6"

G"5"

S T P

E T

E R

S B

U R

G H

A R

B O

R -C -N

G M

C C

F .D

G N

-1

-V -S

O U

C T

A .D

G N

-1

-V -N

A V .D

G N

X X

X X -X -X

X X

X .D

G N

X X

X X -X -X

X X

X .D

G N

X X

X X -X -X

X X

X .D

G N

X X

X X -X -X

X X

X .D

G N

LONGITUDELATITUDE

PLANE COORDINATES

AIDS TO NAVIGATION

D V

D e s c ri p ti o n

10 9 8 7 6 5 4 3 2 1

10 9 8 7 6 5 3 2 1

US Army Corps of Engineers

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

Drawing no.

AS SHOWNScale:

SHEET OF

F il e n a m e

D a te d

In v

N o

D W

N b y

D e s ig n e d b y

C k d b y

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

C O

R P

S O

F E

N G

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y R e fe re n c e f il e s

N o

S y m b o l

Z o n e

-F

O O

T P

R O J

E C

H Y

D R

O G

R A

P H

X A

M S

U R

V E

Y F

E L L

A S C

O U

N T

Y F

L O

S T P

E T

E R

S B

U R

G H

A R

B O

-1

-G

-B S -B

R D

R .D

G N

A U

G S

E P

LT-5 (09/15)

LT-6 (09/15)

1,117,150

1,227,147

458,675

458,967

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.