B.08.03 Revision 0001, Lido Key.pdf

GROUP1-18-R-J010 2 REVISION 0001

ADDENDUM TO THE STANDARD FORM 1442

Lido Key, Florida Hurricane and Storm Damage Reduction (HSDR) Project, Sarasota 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 dredge(s) are available to meet the required period of performance as stated in the

GROUP1-18-R-J010 3 REVISION 0001

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 Bid Schedule (see Section 00010A).

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

GROUP1-18-R-J010 4 REVISION 0001

(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: Joseph Sherwood

EMAIL ADDRESS: Joseph.D.Sherwood@usace.army.mil

B. TELEPHONE NO.: 904-232-2158

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: The proposed project is to nourish approximately 1.6 miles of shoreline on Lido Key using beach compatible material. The primary sand source will be portions of Big Sarasota Pass and ebb shoal, split over three borrow areas (B, C and D). The fill template design includes a berm crest elevation of +4.0 feet North American Vertical Datum 1988 (NAVD88) and a sloped berm section from +4 feet NAVD88 down to +2.0 feet NAVD88 at a slope of 1v:100h.

The seaward face of the berm has a slope of 1v:10h. The cut depths at the borrow areas will be to a maximum allowable depth of -13.5 feet NAVD88 with a two-foot disturbance depth. Two rubble mound groins will be constructed at the south end of Lido Key. They will consist of uniform 2-ton armor stones, placed on 12-inch-thick marine mattress foundation mats on geotextile fabric. The northern groin, Groin #1, will be 144 feet in length and the southern groin, Groin #2, will be 279 feet in length (along crest). Both groins have a crest width of 9 feet, at an elevation of +4.0 feet NAVD88.

Project work also includes, but is not limited to, beach tilling, construction/vibration control and monitoring, turbidity monitoring, environmental species monitoring, beach fill remediation and incidental related work.

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

MAGNITUDE OF CONSTRUCTION: Between $10,000,000 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 $30 $27.5 MILLION.

Block 11 -- The Contractor shall begin performance within 75 calendar days and complete it by 1 May 2021 after receiving notice to proceed. This performance period is mailto:Joseph.D.Sherwood@usace.army.mil http://www.sam.gov/

GROUP1-18-R-J010 5 REVISION 0001

mandatory. (See FAR Clause 52.211-10 in Section 00700).

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. Offer to perform the work required are due electronically at the following email address(s) by 2:00 PM, local time 2--1--J--a--n-u--a--r-y- 13 February 2020 to joseph.d.sherwood@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 Original must be received within two calendar days of the date due for submittal of offer

C. 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.

D. Offers providing less than 60 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:joseph.d.sherwood@usace.army.mil mailto:tedra.n.thompson@usace.army.mil mailto:griselle.gonzalez@usace.army.mil

GROUP1-18-R-J010 6 REVISION 0001

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:

West Palm Beach Resident Office Sebring 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-J010 REVISION 0001

SUMMARY OF CHANGES

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 revision. 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. New sections are added without underlines and cross-outs.

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

Section 00010A -- Line Items and Pricing Schedule: DELETE Section 00010A -- Line Items and Pricing Schedule and REPLACE with the attached revised Section 00010A -- Line Items and Pricing Schedule

DRAWINGS: DELETE Drawing C-04 and REPLACE with the attached revised Drawing C-04.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

LIDO KEY HURRICANE AND STORM DAMAGE REDUCTION PROJECT

SARASOTA COUNTY, FLORIDA

GROUP1-18-R-J010 00010A-1 Revision 0001

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION JOB $_______________

0002 BEACH FILL (ESTIMATED QUANTITY) 710,000 CUBIC YARD $___________ $_______________

0003 SCREENING OF UNACCEPTABLE MATERIAL

(ESTIMATED QUANTITY) 500 CUBIC YARD $___________ $_______________

0004 TRANSPORTATION AND DISPOSAL OF

UNACCEPTABLE MATERIAL

(ESTIMATED QUANTITY) 10 CUBIC YARD $___________ $_______________

0005 BEACH TILLING (ESTIMATED QUANTITY) 35 ACRE $___________ $_______________

GROIN #1

0006 SITE PREPARATION JOB $_______________

0007 MARINE MATTRESS (ESTIMATED QUANTITY) 6,740 SQUARE FOOT $___________ $_______________

0008 ARMOR STONE (ESTIMATED QUANTITY) 1,510 TON $___________ $_______________

GROIN #2

0009 SITE PREPARATION JOB $_______________

0010 MARINE MATTRESS (ESTIMATED QUANTITY) 11,660 SQUARE FOOT $___________ $_______________

0011 ARMOR STONE (ESTIMATED QUANTITY) 2,700 TON $___________ $_______________

MONITORING, BLENDING AND ADMINISTRATION

0012 CONSTRUCTION/VIBRATION CONTROL AND

MONITORING JOB $_______________

0013 TURBIDITY MONITORING JOB $_______________

0014 ENVIRONMENTAL SPECIES MONITORING JOB $_______________

0015 BLENDING OF NONCOMPLIANT MATERIAL

(ESTIMATED QUANTITY) 1 ACRE $___________ $_______________

0016 STANDBY TIME

(ESTIMATED QUANTITY, SEE NOTE 2) 72 HOUR $___________ $_______________

0017 PARTNERING REGROUP 1 EACH $___________ $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0017) $_______________

SEE NEXT PAGE FOR NOTES.

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

LIDO KEY HURRICANE AND STORM DAMAGE REDUCTION PROJECT

SARASOTA COUNTY, FLORIDA

GROUP1-18-R-J010 00010A-2 Revision 0001

NOTES: (1) OFFER MUST PRICE ALL LINE ITEMS.

(2) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER OR ADMINISTRATIVE CONTRACTING OFFICER. STANDBY TIME SHALL BE UTILIZED ONLY DUE TO THE PRESENCE OF ENDANGERED SPECIES IN THE IMMEDIATE AREA OF THE DREDGING OPERATIONS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER. STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS. PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER. SEE SECTION 01 22 00 MEASUREMENT AND PAYMENT AND SECTION 01 57 20 ENVIRONMENTAL

PROTECTION.

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GROIN 1

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GROIN 2

EL. VARIES

TOE OF FILL

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PIPELINE LANDING SHALL

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NOTES:

SOUTHERN STAGING AND ACCESS AREA

B. FOR MORE DETAILS REGARDING THE

PARAGRAPH 1.5.1.1 LOCATIONS SUBSECTION

1. REFER TO SPECIFICATION SECTION 01 50 02

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