Revision 0005, SPP Anna Maria Island.pdf

GROUP1-18-R-J012 1 Revision 0005

ADDENDUM TO THE STANDARD FORM 1442

Revision 0005 dated 25 February 2020

Shore Protection Project, Anna Maria Island, Beach Renourishment 2020, Manatee County, Florida

NOTICE OF INTENT TO ORDER: THIS OPPORTUNITY IS AVAILABLE ONLY TO

THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER

SOLICITATION NUMBER W912EP18R0029, GROUP 1 - UNRESTRICTED:

Callan Marine, Ltd. (W912EP19D0023); Cashman Dredging & Marine Contracting Co., LLC (W912EP19D0024); Cavache Inc. (W912EPD0025); Continental Heavy Civil Corp (CHC) (W912EP19D0026); Cottrell Contracting Corporation (W912EP19D0027); Great Lakes Dredge & Dock Company, LLC (W912EP19D0028); J.T. Cleary Inc. (W912EP19D0029);

Manson Construction Co. (W912EP19D0030); Marinex Construction, Inc.

(W912EP19D0031); Norfolk Dredging Company (W912EP19D0032); Orion Marine Construction, Inc. (W912EP19D0033); Southern Dredging Co., Inc. (W912EP19D0034); The Dutra Group (W912EP19D0035); Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0036); Weeks Marine, Inc. (W912EP19D0037).

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 1 - UNRESTRICTED

DREDGING MATOC POOL.

EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA) evaluation method. To be considered technically acceptable, an offeror’s proposal must be rated “Acceptable under all non-price factors.

The factors for evaluation will be as follows:

FACTOR 1 - Availability of technically acceptable dredge(s)

FACTOR 2 - Past performance

FACTOR 3 - Price

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

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

The contractor shall provide a letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the current location of dredge(s).

Evaluation Method:

The Government will evaluate all identified dredge(s) submitted to determine whether the identified dredge(s) have been found technically acceptable by the Contracting Officer prior to the proposal due date. The Government will also determine whether the

GROUP1-18-R-J012 2 Revision 0005 dredge(s) are available to meet the required period of performance as stated in the Notice of Intent.

To be determined Acceptable for Factor 1, the identified dredge(s) must have been found technically acceptable prior to the proposal due date and available to meet the required period of performance.

FACTOR 2 - Past performance.

NO SUBMISSION REQUIREMENT. Past Performance information submitted in response to the Dredging MATOC (Solicitation No. W912EP18R0029) will be used to determine the offeror’s record of complying with contractual requirements and meeting acceptable levels of performance risk.

Evaluation Method:

Past Performance was recently evaluated for all contractors under the Dredging MATOC. An "Acceptable" rating was earned under Past Performance for all offerors that received an award in accordance with the solicitation evaluation criteria for the Dredging MATOC (Solicitation No. W912EP18R0029). Therefore, for this task order all offerors will receive the Past Performance rating of “Acceptable".

Note: For future task orders, the Government reserves the right to use recent and relevant project data independently obtained from other Government or commercial sources or from any other sources available to include, but not limited to: (1) the Past Performance Information Retrieval System (PPIRS), (2) Federal Awardee Performance and Integrity Information System (FAPIIS) or Electronic Subcontract Reporting System (eSRS), or other data bases; (3) interviews with Program/Project Managers and Contracting Officers or rely upon personal business experience with the offeror; and (4) consider any information the offeror submits which explains any problems encountered on the identified contract and the offeror's corrective actions. The Government reserves the rights to obtain and evaluate past performance information from any source it deems appropriate. Information related to the contractor’s (or contractor’s team) performance in Quality, Schedule, Management, Regulatory Compliance, and Safety/Security will be reviewed from the aforementioned additional sources to determine the offeror “Acceptable” or “Unacceptable.

FACTOR 3 – Price.

The Offeror’s submission for this factor shall be fully completed. Offeror completeness addresses the extent to which the elements of the price proposal are consistent with the requirements of the RFP.

Offerors are required to submit the following:

(1) Completed Line Item and Pricing Schedule (see Section 00010A).

GROUP1-18-R-J012 3 Revision 0005

(2) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Attachment 8, Paragraph 2.4.3, of the MATOC.

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

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 7. ISSUED BY:

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD.

JACKSONVILLE, FL 32207-8175

Block 9 -- For additional information contact:

A. NAME: Frederick L. Cooper

EMAIL ADDRESS: Frederick.L.Cooper@usace.army.mil

B. TELEPHONE NO.: 904-232-1186

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: The proposed project is to nourish approximately 5.5 miles of shoreline Anna Maria Island using beach compatible material. Work consists of beach fill between R-12 to R-41+305. The primary sand source will be located in Passage Key Inlet ebb shoal. The fill template design includes a berm crest elevation of +4.0 feet North American Vertical Datum 1988 (NAVD88). The seaward face of the berm has a slope of 1v:14h from R-12 to R-33 and a slope of 1v:15h for R-33 to R-41+305. The cut depths at the borrow areas vary from 14 feet to 27 feet with a two-foot disturbance depth. Project work also includes, but is not limited to, beach tilling, construction/vibration control and monitoring, turbidity monitoring, pipeline corridor mapping, endangered species monitoring, sea turtle trawl-sweeping(hopper dredges only), beach fill remediation, and incidental related work.

DESCRIPTION OF WORK: Refer to Section 01 11 00 for complete description.

MAGNITUDE OF CONSTRUCTION: Between $15,000,000 and $25,000,000.

THIS SOLICITATION IS FOR GROUP 1 – UNRESTRICTED

YOU MUST BE REGISTERED IN SAM IN ORDER TO RECEIVE AN AWARD FROM

THIS NOTICE OF INTENT. THE SAM WEBSITE IS LOCATED AT WWW.SAM.GOV.

THE NAICS CODE FOR THIS NOTICE OF INTENT IS 237990 AND THE SMALL

BUSINESS SIZE STANDARD IS $27.5 MILLION.

mailto:Frederick.L.Cooper@usace.army.mil http://www.sam.gov/

GROUP1-18-R-J012 4 Revision 0005

Block 11 – Refer to FAR Clause 52.211-10 below for required performance period.

Block 12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE

AND PAYMENT BONDS: YES

Block 12B. PAYMENT BONDS DUE WITHIN 10 CALENDAR DAYS AFTER AWARD.

Block 13 ADDITIONAL SOLICITATION REQUIREMENTS:

A. Offers to perform the work required are due electronically at the following email addresses by 2:00PM, local time on 04 March 2020 to Frederick.L.Cooper@usace.army.mil; tedra.n.thompson@usace.army.mil and griselle.gonzalez@usace.army.mil.

B. An offer guarantee is required. Electronic copy of the bid guarantee shall be submitted with the offer and the Original must be received within two calendar days of the date due for submittal of offers.

A. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the Notice Intent in full text or by reference.

B. Offers providing less than 30 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, 16, 17, 19, and 20A- 20D below:

Block 14. NAME AND ADDRESS OF OFFEROR (including Zip Code)

DUNS: CAGE:

Block 15. TELEPHONE NO. (Include area code):

Block 16. REMITTANCE ADDRESS: (Include only if different than Item 14)

Block 17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this Notice of Intent, if this offer is accepted by the Government in writing within 30 calendar days after the date offers are due.

Block 18. The offeror agrees to furnish any required performance and payment bonds.

Block 19. ACKNOWLEDGMENT OF REVISIONS (The offeror acknowledges receipt of revisions to the notice of intent -- give number and date of each) mailto:%20Frederick.L.Cooper@usace.army.mil mailto:%20Frederick.L.Cooper@usace.army.mil mailto:tedra.n.thompson@usace.army.mil mailto:griselle.gonzalez@usace.army.mil

GROUP1-18-R-J012 5 Revision 0005

REVISION

NO.

DATE

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print to include email address)

Block 20B. EMAIL

ADDRESS

Block 20C. SIGNATURE Block 20D.

OFFER DATE

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

Tampa Resident Office

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

GROUP1-18-R-J012 Revision 0005

SF 30 CONTINUATION SHEET

Revision 0005

Shore Protection Project, Anna Maria Island, Beach Renourishment 2020, Manatee County, Florida

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

DELETE the Addendum to the Standard Form 1442 and REPLACE with the attached revised Addendum to the Standard Form 1442

Volume 2 of 2 – Technical Specifications:

NA

2. DRAWINGS:

DELETE Drawing No. C-10 and REPLACE with the attached revised Drawing No. C-10.

3. OTHER:

XYZ files for the subject project are available via the "Safe.apps.mil" website.

(End of Summary of Changes)

21.2

21.2

21.1

21.0

20.9

20.8

20.8

20.7

20.7

20.6

20.6

20.3

20.3

20.3

20.2

20.2

19.9 19.9

19.8

19.8

19.8

19.7

19.7

19.7 19.7

19.6

19.5

19.5

19.4

19.4

19.4

19.3

19.2 19.2

19.1

19.1

19.0

19.0

19.0

19.0

18.9

18.9

18.8

18.8

18.7

18.7

18.7

18.6

18.6

18.5

18.5

18.4

18.4

18.3

18.3

18.2

18.2

18.2

18.1

18.1

18.1

18.0

17.9

17.9

17.8

17.8

17.6

17.6

17.5 17.4

17.4

17.4

17.4 17.4

17.3

17.2

17.2

17.1

17.1

17.1

17.0

17.0

16.9

16.9

16.9

16.9 16.8

16.7

16.6

16.6

16.5

16.4

16.4 16.3

16.3

16.1

16.0

15.8

15.7 15.6

15.5

15.2

15.2 15.1

15.0

14.5

14.5

14.4

14.4

14.4

14.0

13.8

13.8 13.8

13.8

13.4

13.2

13.0

12.9

12.9

12.8

12.2

12.2

12.2

11.5

11.5 11.4

11.3

11.3

11.2

10.7

10.5

10.5

10.4

9.9

9.9

9.79.5

9.2

9.2

9.1

8.8

8.8

8.6

8.4

8.4

8.4

8.4

8.4

8.3

8.2

8.1

8.1

8.0

8.0

8.0

7.9

7.9

7.8

7.8

7.8

7.8

7.8

7.8 7.8

7.6

7.5

7.5

7.5

7.5

7.4

7.4

7.4

7.4

7.4

7.4 7.4

7.3

7.3

7.3

7.2

7.2

7.1

7.1

7.1

7.0

7.0

7.0

7.0

6.8

6.8

6.8

6.8

6.8

6.8 6.7

6.6

6.6

6.6

6.6

6.5

6.5

6.5

6.4

6.3

6.2

6.2

6.2

5.9

5.7

5.5

5.4

5.3

4.7

4.6 4.6

4.5

4.4

4.1

4.0

3.9

3.6

3.6

3.4

3.0

2.8

2.8

2.7

2.6

2.6

2.3

2.2

1.9

1.8

1.8

1.8

1.7

1.5

1.4

1.4

1.3

1.0

0.8

0.7 0.7

0.6

0.3

0.2

0.1

+0.2

+0.5

+0.7

+0.7

+0.8

+1.4

+1.8

+1.8

+1.9

+2.0

+2.5

+2.6

+2.7

+2.8

+3.4

+3.4

+3.5

+3.9

+4.6

+4.8 +4.8

+4.9

+5.0

+5.1

+5.1 +5.5

+5.6

+5.8

+5.8

+5.8

+5.9

+6.0

+6.1

+6.1

+6.3 +6.3

+6.5

+6.9

+7.0

+7.2

+7.5 +7.5

+7.6

+7.7

+8.1

+9.1

+9.4

NOT TO SCALE

KEY PLAN

N

M E X I C O

O F

G U L F

C -0

C -0

C-

C-

C-

C-0

C-0

C-0

C-0

C-1

C-1

C-1

A N N A M

A R I A I S

L A N D

R-35 R-35.5

R-34A

R-36

R-36A

P I S

T A .4

P I S

T A .2

P I S

T A .5

-1

-1

-1

0 2

N

C

IV

IL

B E

A C

H F

IL

L P

L A

N

-A

M F

C C

E -C -C

B p ln .d g n

X= 429000

X= 429500

X= 430000

X= 430500

Y

Y

Y

Y

0 X= 431000

Y

Y

S T

A T

O S

T A

S T

A

90' BERM

GULF D

R. S.

SARASOTA BAY

GULF DR. S.

G U L F O F M E X I C O

CBL

C-10

Y

M A

T C

H L

IN

E S

H E

E T C

-0 S

T A

BEACH FILL PLAN

100' 200'0

M A N A T E E C O U N T Y

A N N A M A R I A I S L A N D

VERIFIED HARDBOTTOM

2017 DIVER

DELINEATED HARDBOTTOM

2018 DIVER

S T

A

500' TRANSITION 140' BERM

SHEET GENERAL NOTES

EL. +4.0' NAVD88

OF BERM CREST

SEAWARD EDGE

(APPROX)

TOE OF FILL

o n

ECL

(SEE NOTE 1)

EXISTING GROIN (TYP)

(SEE NOTE 1)

EXISTING GROIN (TYP)

(SEE NOTE 1)

EXISTING GROIN (TYP) FILL PLACEMENT

BE IMPACTED BY BEACH

AREAS AUTHORIZED TO

POTENTIAL HARDBOTTOM

(SEE NOTE 1)

EXISTING GROIN (TYP)

(SEE NOTE 1)

EXISTING GROIN (TYP)

IDENTIFIED PARCELS DUE TO EASMENT RESTRICTIONS.

2. CONTRACTOR SHALL NOT PLACE FILL MATERIAL IN

OPERATIONS WILL NOT DAMAGE EXISTING STRUCTURES.

CONTRACTOR TO FIELD LOCATE, AS NEEDED, TO ENSURE

PLACED AS DESIGNED ON OR OVER EXISTING STRUCTURES.

1. EXISTING STRUCTURES ARE TO REMAIN. BEACH FILL TO BE

5 6

M A

T C

H L

IN

E S

H E

E T C

-1 S

T A

(X) EASTINGPOINT (Y) NORTHING

PLANE COORDINATES

PARCEL AREA LIMITS

1,135,665.0 430,728.7 11

1,135,630.3 430,586.910

1,135,846.3 430,635.09

1,135,823.4 430,540.48

1,135,885.2 430,613.77

1,135,865.0 430,530.3 6

1,136,035.9 430,489.15

1,136,406.0 430,293.6 4

1,136,417.9 430,344.5 3

1,136,513.1 430,321.62

1,136,500.6 430,270.3 1

A R

E V

IS

E D T

O A

C C

O M

P A

N Y R

E V

IS

IO

N

F E

B

A

(SEE NOTE 2)

NO FILL

(SEE NOTE 2)

NO FILL

(SEE NOTE 2)

NO FILL

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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M A

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S

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S U

B M

IT

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D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/2

/2

F

IL

E N

A M

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D R

A W

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A T

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