B.08.03 Revision 0004, Lido Key.pdf

GROUP1-18-R-J010 2 REVISION 0004

ADDENDUM TO THE STANDARD FORM 1442

Revision 0004 dated 14 February 2020

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 0004

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 0004

(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 0004

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 27 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 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 1 REVISION 0003

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

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

Lido Key Hurricane and Storm Drainage Reduction Project Sarasota County, Florida

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Additions are underlined and green in color. Deletions are struck out and red in color. The Submittal Register is reissued due to the addition of a new submittal.

DELETE Addendum SF1442 and REPLACE with the attached revised Addendum SF1442.

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

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

DELETE Section 35 20 25 and REPLACE with the attached revised Section 35 20 25.

2. DRAWINGS:

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

DELETE Sheet ID C-04 and REPLACE with the attached revised Sheet ID C-04.

DELETE Sheet ID C-16 and REPLACE with the attached revised Sheet ID C-16.

(End of Summary of Changes)

Lido Key Hurricane and Storm Damage Reduction Project

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Site Preparation (Line Items 0006 and 0009)

1.4.3 Construction/Vibration Control and Monitoring (Line Item 0012)

1.4.4 Turbidity Monitoring (Line Item 0013)

1.4.5 Environmental Species Monitoring (Line Item 0014)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Beach Fill (Line Item 0002)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Screening of Unacceptable Material (Line Item 0003)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Transportation and Disposal of Unacceptable Material (Line Item 0004)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Beach Tilling (Line Item 0005)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Marine Mattress (Line Items 0007 and 0010)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Armor Stone (Line Items 0008 and 0011)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Blending of Noncompliant Material (Line Item 0015)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Standby Time (Line Item 0016)

1.5.8.1 Measurement and Payment

1.5.8.2 Unit of Measure

SECTION 01 22 00 Page 1 GROUP1-18-R-J010 Revision 0004

1.5.9 Partnering Regroup (Line Item 0017)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Resident Management System (RMS) payment data base.

1.2.2 Instructions

See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site indicated in Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM).

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of job items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base.

SECTION 01 22 00 Page 3

SD-07 Certificates

Weight Scales ; G, RO

For all weight scales used to weigh materials brought to the site for incorporation in this project, Certificates of Calibration testing shall be provided by the Contractor.

Weight Tickets ; G, RO

The Contractor shall submit original weight tickets signed by the stone supplier's representative to the Contracting Officer weekly and summarized as a weight ticket log that lists truck number, deliver date and weight of all armor stone material delivered to work site or removed from the work site. Log and tickets shall be kept and submitted to the Contracting Officer upon completion of the project as a closeout item.

Request for Progress Payment ; G, RO

Submit monthly in accordance with subparagraph "Requesting Progress Payment" below.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit "JOB" and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit a list of pay activities, (Schedule of Values) to breakdown bid for each job CLIN. The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with or incidental to mobilization and demobilization and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

SECTION 01 22 00 Page 4

1.4.2 Site Preparation (Line Items 0006 and 0009)

Payment will be made for all site preparation costs with all work, labor, materials, equipment necessary for groin construction. Work will include, but is not limited to, clearing and grubbing, excavation of existing grade, maintenance of open excavation area during construction, and restoration of the site, including debris removal, revegetating disturbed areas, and backfilling over the structure for a uniform beach. The excavation areas depicted in the drawings are estimates of what may be necessary to complete the job sufficiently and safely. If the Contractor deems that additional excavation is necessary, then this should be reflected in the cost. This job item also includes the furnishing and instillation of signs displaying ‘DANGER ROCK GROINS’ at each of the two locations displayed on the Contract Drawings. This job item also includes the work associated with constructing a temporary sand ramp over the existing rock groin near R-38.4, and associated refilling. This job item also includes the work associated with constructing a temporary sand ramp over the existing rock groin near R-38.4, and associated beach scraping and refilling. See Section SECTION 35 42 30 GROIN CONSTRUCTION.

1.4.3 Construction/Vibration Control and Monitoring (Line Item 0012)

Payment will be made for costs associated with or incidental to the protection of existing structures from construction activities and monitoring. See Section 02 22 13 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES.

1.4.4 Turbidity Monitoring (Line Item 0013)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.5 Environmental Species Monitoring (Line Item 0014)

Payment will be made for costs associated with or incidental to species monitoring of migratory birds, sea turtles and other species as required in Section 01 57 20 ENVIRONMENTAL PROTECTION. If using clamshell dredges, work under this line covers costs associated with manatee observers.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

SECTION 01 22 00 Page 5

1.5.1 Beach Fill (Line Item 0002)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to barricades and signs, debris removal, pipeline crossing ramps and walkways, excavation and transportation of beach fill, constructing the beach profile and final dressing; escarpments; noise control; dive reports; installation, operation, or maintenance of the electronic positional monitoring equipment and condition surveys. See Sections

01 57 20 ENVIRONMENTAL PROTECTION, 01 57 25 TURBIDITY AND DISPOSAL

MONITORING, and 35 20 25 BEACH FILL.

b. In addition to the above, payment will be made for in-place beach fill to the tolerance line indicated on both berm and slope.

Payment quantities will be determined by the Government using average end area method of calculation, except in locations where a Construction Baseline (CBL) Points of Intersection (PI) exists between two stations and at the end tapers/transitions. At these two locations, Digital Terrain Model (DTM) surface-to-surface method of calculation shall be used. When beach fill is placed above the slough zone to compensate for wave action, payment will be based on a cut and fill calculation. There is no lower tolerance of the fill template.

As such, payment will not be made for profiles that are not completely filled to the template (except for the slough zone described above).

No payment will be made for material placed in excess of the tolerance template indicated on the drawings.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately the existing conditions at the time the surveys were performed, but the depths and elevations shown thereon may be verified and corrected by elevations and soundings taken before commencing the work. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

b. Beach fill satisfactorily placed will be measured for payment by use of the average end area method and Digital Terrain Model (DTM) surface-to-surface difference method at the respective locations stated in subparagraph "Payment" above. The quantities will be computed by the Government in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Measurement of quantity placed for pay purposes will be based on original and final surfaces made on the section or reach indicated on the drawings. The Contractor shall give 3 calendar days advance notice, in writing, to the Contracting Officer's Representative of the need to perform the original and final surveys. Quality Control Surveys shall be the responsibility of the Contractor. Monthly partial payments will be based on approximate quantities determined by measurement of the in-place beach fill and in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

c. In accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1, the Government will perform pre- and post-construction topographic survey at 100-foot stations with

SECTION 01 22 00 Page 6 elevations taken at 10-foot range intervals, including breaks in slope, from the baseline to the toe slope elevation. An additional cross section shall be collected at CBL PI's along a line bisecting the angular difference of lines tangent to the incoming and outgoing CBL and every 50 feet within the end tapers/transitions. In order to achieve final grade in slough zone, Contractor shall place material to final grade within tolerance for entire slope or may stockpile beach fill up-slope of slough zone. After stockpiled beach fill is measured for payment, the Contractor shall shape slope to within the required and tolerance grades from top of slope to waterline producing a smooth uniform slope. Once post-construction survey is performed, no measurements will be revised except on suspicion of fraud or obvious error.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Screening of Unacceptable Material (Line Item 0003)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to separation of any trash, debris, and other unacceptable material to be encountered by a method to be determined by the Contractor and approved by Contracting Officer. See subparagraph "Screening and Removal" of Section 35 20 25

BEACH FILL.

1.5.2.2 Measurement

Separation of trash, debris, and other unacceptable material will be measured for payment by the volume of material screened. The volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual volume screened. The volume will be measured for payment by multiplying the estimated area to be screened by the average excavation depth.

1.5.2.3 Unit of Measure

Cubic yard.

1.5.3 Transportation and Disposal of Unacceptable Material (Line Item 0004)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to transportation and disposal of material (greater than 3/4 inches in diameter) that is screened by method to be determined by the Contractor and approved by Contracting Officer. See Section 35 20 25 BEACH FILL.

1.5.3.2 Measurement

Transportation and disposal of material (greater than 3/4 inches in diameter) will be measured for payment by the quantity disposed. The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity disposed.

SECTION 01 22 00 Page 7

1.5.3.3 Unit of Measure

Cubic yard.

1.5.4 Beach Tilling (Line Item 0005)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to beach tilling. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 20 25

BEACH FILL.

1.5.4.2 Measurement

Beach tilling will be measured for payment by the actual area tilled to the tenth of a acre.

1.5.4.3 Unit of Measure

Acre.

1.5.5 Marine Mattress (Line Items 0007 and 0010)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to supplying of geogrid, braid, mechanical connectors, stone fill and geotextile fabric (including geotextile fabric extensions). This includes the fabrication, transportation to the site and installation of mattress units, including all labor and equipment necessary to complete the installation in a manner acceptable to the Contracting Officer. Quantities of marine mattress as shown on the drawings may be increased or decreased at the direction of the Contracting Officer based on construction procedures and actual site conditions.

1.5.5.2 Measurement

Quantity for payment shall be the actual area installed and completed in accordance to the specifications and plans and accepted by the Contracting Officer. No Payment shall be made for mattresses that exceed the material footprint edge requirements indicated on the drawings or as instructed by the Contracting Officer. The area of overlapped materials are not double counted (i.e. geotextile fabric extensions).

1.5.5.3 Unit of Measure

Square foot.

1.5.6 Armor Stone (Line Items 0008 and 0011)

1.5.6.1 Payment

Payment will be based upon the per unit price subject to acceptance by the Contracting Officer on the basis of both suitable documentation provided and observation of the works. Documentation of the work shall include the survey of the completed and accepted work (see paragraph CONDITION SURVEYS of Section 35 42 30 GROIN CONSTRUCTION) in addition to a certified weight determination of the quantity of material placed within the lines and grades, and tolerances, as described in the drawings and specifications.

SECTION 01 22 00 Page 8

The per unit price includes payment for all prerequisite and incidental costs associated with in-place armor stone, including purchase, weighing, furnishing, storing, loading, unloading, transporting, stockpiling, placing, shaping, and condition surveys. Payment will not be made for stone placed in excess of the specified tolerances. The quantity of stone ineligible for payment shall be determined by computing the weight of the stone (density=165 lb/cf) in excess of the prescribed tolerance. Payment will not be made for unsuitable stone as defined in Section 35 31 19 STONE FOR GROIN AND MARINE MATTRESS, Part 2 PRODUCTS. Payment will not be made for stone brought to the project site and not placed as part of the structure, including misplaced or displaced stone.

1.5.6.2 Measurement

Certificates of calibration for weight scales used to weigh stone brought to the site for incorporation in this project shall be provided by the Contractor. The truck scales will be inspected and approved by the Contracting Officer prior to use. All stone for in place finished work shall be weighed dry in its natural state by certified scale weight.

Trucks shall be weighed before and after loading or before and after unloading by a sworn weigher, and in a manner satisfactory to the Contracting Officer. Each truck shall be plainly marked by a number or letter that shall not be changed or given to any other truck during the period of the contract. All costs incidental to weight determination shall be borne by the Contractor.

The Contractor shall provide records for rock weight that has arrived to the work site and used in the groin section being requested for payment.

Original weight tickets signed by the stone supplier's representative shall be provided to the Contracting Officer weekly and summarized with each pay request. There shall be no exceptions to this requirement for payment. Any unsuitable material, as defined in Part 2 PRODUCTS of Section 35 31 19 STONE FOR GROIN AND MARINE MATTRESS, that was part of the arriving stone shall be weighed again prior to removal from the site and deducted from the payment. Stone placed in excess of the specified tolerances shall be deducted from payment by computing the weight of the stone (density of 165 lb/cf) in excess of the prescribed tolerance. Any stone not utilized in the final acceptance of the structure shall be weighed and deducted from the final payment.

The estimated amounts of stone shown in Section 00010A LINE ITEMS AND PRICING SCHEDULE is based upon stone weighing 165 pounds per cubic foot, placed to the neat lines and grades of the design with estimated voids of 30 percent within the structure.

1.5.6.3 Unit of Measure

Ton (2,000 pounds).

1.5.7 Blending of Noncompliant Material (Line Item 0015)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to blending of noncompliant material found on the beach fill template and determined by the Contracting Officer to have originated from within the borrow area only. Blending procedures for noncompliant material are indicated in paragraph QUALITY CONTROL FOR BEACH FILL of Section 35 20 25 BEACH FILL.

No payment will be made for blending of noncompliant material resulting

SECTION 01 22 00 Page 9 from overexcavation or excavation outside the limits of the borrow area.

If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.7.2 Measurement

Blending of noncompliant material will be measured for payment by the actual area of noncompliant material blended with adjacent material to the tenth (0.1) of an acre. The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only.

1.5.7.3 Unit of Measure

Acre.

1.5.8 Standby Time (Line Item 0016)

1.5.8.1 Measurement and Payment

Standby time for dredging will be paid for each hour or part (rounded to nearest quarter hour) thereof that the plant is not in operation by request of the Contracting Officer or the Contracting Officer's Representative. Payment will be made for costs associated with or incidental to standby of the dredge plant only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.8.2 Unit of Measure

Hour.

1.5.9 Partnering Regroup (Line Item 0017)

1.5.9.1 Payment

Payment will be made for costs associated with or incidental to conducting a partnering regroup. See Section 01 30 00 ADMINISTRATIVE PROCEDURES.

The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.9.2 Measurement

The basis for payment will be for the completion of each partnering regroup meeting and Government receipt of all completed work products.

1.5.9.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values

SECTION 01 22 00 Page 10 of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "Request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

Once the complete pay application package is received to include the Contractor's signed ENG 93, the 14 calendar days will commence.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 EXISTING UTILITIES

1.4.1 Water

1.4.2 Electricity

1.5 WORK AND ACCESS AREA

1.5.1 Staging and Access Areas

1.5.1.1 Locations

1.5.2 Contractor Responsibilities

1.5.3 Adjacent Property and Structures

1.5.4 Permits and Responsibilities

1.6 BRIDGE-TO-BRIDGE COMMUNICATION

PART 2 PRODUCTS

2.1 CONSTRUCTION PROJECT SIGNS

2.1.1 Haul Road Traffic and Construction Warning Signs

2.2 STORAGE CONTAINERS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Identification of Employees

3.1.2 Employee Parking

3.1.3 Onsite Information

3.1.4 Janitorial Services

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Lighting

3.2.2 Heating and Cooling

3.2.3 Water

3.2.4 Fire Extinguisher

3.2.5 Utility Lines

3.2.6 Electric Power

3.3 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

3.3.1 Bulletin Board

3.3.2 Project and Safety Signs

3.4 PROTECTION AND MAINTENANCE OF TRAFFIC

3.5 Barricades

3.6 CONTRACTOR'S TEMPORARY FACILITIES

3.6.1 Contractor Field Office

3.6.1.1 Office Space for Government Personnel

3.6.2 Appearance of Trailer(s)

3.6.3 Fencing for Staging Area

SECTION 01 50 02 Page 1

3.6.3.1 Maintenance of Storage/Staging Area

3.6.4 Waste Storage

3.6.5 Fuel Storage and Fueling Operations

3.7 SECURITY PLAN

3.7.1 Visitors

3.8 TEMPORARY PROJECT SAFETY FENCING

3.9 CLEANUP

3.9.1 Final Cleaning

3.10 RESTORATION OF STAGING AND ACCESS AREA

3.10.1 Existing Conditions Documentation

-- End of Section Table of Contents --

SECTION 01 50 02 Page 2

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 SUMMARY

In addition to Construction Facilities this Section covers:

Temporary Utilities Construction Aids Vehicular Access and Parking Project Identification

See Section 01 57 20 ENVIRONMENTAL PROTECTION for requirements including silt control, trailer placement, fueling restrictions, dust control, solid waste, and cleanup. Upon completion of project, clean up and restore area in accordance with Clause CLEANING UP of Section 00700 CONTRACT CLAUSES in Volume 1.

a. Construction Facilities include, but are not limited to, the following:

(1) Contractor Offices

(2) Information Bulletin Board

(3) Material and Equipment Storage Area

(4) Fueling Area

(5) Secured Storage Area

(6) Employee Parking Area

(7) Debris Container (dumpster)

(8) Construction Signage to include Project Sign; Safety Sign; and, Construction Warning Signs

b. Temporary Utilities include, but are not limited to, the following:

(1) Water

(2) Electric

(3) Sewage

(4) Communications

(i) Telephone

(ii) Internet (4 Mbps or higher speed)

(5) Lighting

1.2 REFERENCES

The publications listed below form a part of this specification to extent referenced. The publications are referred to in text by basic designation only.

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

FDOT Specifications (2018) Standard Specifications for Road

SECTION 01 50 02 Page 3 and Bridge Construction

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan ; G, RO

Plan shall include, but not be limited to, the following:

a. Mobilization Requirements:

(1) Methods, equipment and materials

(2) Connection of utilities

(3) Placement of site facilities and temporary controls

(4) Construction of facilities

(5) Staging Area and Access Area Existing Conditions Photo Documentation

b. Demobilization Requirements (methods, equipment and materials required to clean-up and restore site at project conclusion):

(1) Collection, recycle and disposal of solid waste

(2) Contract-generated material

(3) Utility disconnection

(4) Removal of Contractor facilities

(5) Repair and restoration of site (i.e., fences, roads, permanent facilities, dunes, vegetation, etc.)

Security Plan ; G, RO

Prepare a Security Plan for Contracting Officer describing site security as follows:

a. Day and night security

SECTION 01 50 02 Page 4

b. Weekend and holiday security

c. General security duties

SD-02 Shop Drawings

Contractor's Temporary Facilities

General layout sketch of temporary site facilities shall include, but not be limited to, the following:

a. Trailer locations

b. Parking areas

c. Material storage

d. Equipment lay down area

e. Areas for gravel

f. Fuel areas

g. Supplemental or other staging area

h. Temporary well, water supply

i. Septic field or holding tanks, port-a-lets

j. Contaminated water handling

k. Concrete cleaning area and methods of disposal

l. Fences -- location and dimensions, entrance and exit points, and details of installation

m. Utilities (poles, connections and services)

Temporary Electric Drawings

Electricity supply and lighting - from transformer source sketch layout locations, fixtures, and materials, to include outdoor lighting as described in subparagraph "Electric Power" below.

SD-11 Closeout Submittals

Final Cleaning ; G, RO

1.4 EXISTING UTILITIES

The Contractor is responsible for investigating the availability of utilities at the project site. Contractor shall provide potable water, sanitary sewer, electricity from transformer, communications and optional utilities the Contractor may require at the project site. Provide internet services with 4 Mbps minimum speed and wireless capabilities to the Contractor's Field Office complex.

1.4.1 Water

In addition to the above, the Contractor shall provide and maintain at his own expense an adequate supply of water for his use for construction, and to install and maintain necessary supply connections and piping for same, but only at such locations and in such manner as may be approved by the Contracting Officer. The Contractor shall also provide and maintain his own temporary toilet and washing facilities. Toilet and washing facilities shall be installed and maintained in a location approved by the Contracting Officer. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

1.4.2 Electricity

In addition to the above, all electric current required by the Contractor

SECTION 01 50 02 Page 5 shall be furnished at his own expense. All temporary lines will be furnished, installed, connected, and maintained by the Contractor in a workmanlike manner satisfactory to the Contracting Officer and shall be removed by the Contractor in like manner at his expense prior to completion of the construction. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

1.5 WORK AND ACCESS AREA

1.5.1 Staging and Access Areas

Staging and access areas that have been identified for the Contractor’s use are shown on the drawings. The Contractor is responsible for coordinating staging and access areas with the Contracting Officer’s approval. If possible, limit access width through existing vegetation to 20 feet or less. The final limits of the access areas indicated on the drawings shall be field-determined by the Contracting Officer in coordination with the Local Sponsor and the Contractor. The Contractor is not prohibited from identifying and securing additional lands at its discretion; however, the Contractor will not be reimbursed for any cost associated with the acquisition of those lands. The additional areas will be subject to the approval of the Contracting Officer.

1.5.1.1 Locations

The Contractor shall investigate and determine how they will use, or not use, the locations provided:

a. North Staging & Access Area: Lido Beach Pavilion paved parking lot and sand walkway. Staging area is approximately 175 ft by 210 ft.

b. South Staging & Access Area: Ted Sperling Park dirt parking lot and grassed area, with access to the beach through a path that requires vegetation to be temporarily cleared. Staging area is approximately 115 ft by 370 ft. Access path is approximately 290 ft long and no wider than 20 ft. Following construction, the access path must be restored and revegetated per the requirements of Section 01 57 20 ENVIRONMENTAL PROTECTION, subparagraph "Restoration of Dunes and Mangroves". To minimize the impact to daily Park goers, all deliveries of pipe and rock to the Park is limited to after the Park is closed, between 9:30 pm and 6:00 am. Deliveries must enter through the access area off of Benjamin Franklin Drive. No public access is allowed through the access area. The Contractor shall erect a barricade (e.g. posts with chain or gate) to prevent vehicular and pedestrian public access during construction. The barricade shall be lockable, securely placed, and clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night. Maintenance of Traffic may be required for vehicles exiting through the access area. The section of wooden fence removed for the access will need to be replaced and brought back to its original state, or better once construction is complete, as stated in paragraph RESTORATION OF STAGING AND ACCESS AREA below. The Contractor shall post signs according to subparagraph "Project and Safety Signs" below. The Contractor shall post NO TRESPASSING sign to warn the public against entering the staging area.

1.5.2 Contractor Responsibilities

The Contractor shall exclude the public from the work area in the

SECTION 01 50 02 Page 6 immediate vicinity of his operations including but not limited to fill placement, grading, and transport. As safe conditions allow, the Contractor shall minimize closed beach accesses and fill areas to the public. This may require delineation of corridors (i.e. ropes) to direct the public to safe beach access and walkways around the fill area. The Contractor shall install warning signs to warn the public and all commercial recreational boats of all construction activities. The Contractor shall be responsible for providing and maintaining all water and land access routes necessary for his equipment and plant to and from the work sites. The Contractor shall ascertain the environmental conditions which can affect access, such as climate, terrain, and winds.

1.5.3 Adjacent Property and Structures

Any damage to private or public property within the project boundaries, including staging site(s) and work and access areas/roads, shall be repaired promptly by the Contractor. Any damage as a result of the Contractor's operations shall be repaired at no cost to the Government.

1.5.4 Permits and Responsibilities

The Contractor's attention is directed to the Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1 and paragraph PERMITS AND AUTHORIZATIONS of Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.6 BRIDGE-TO-BRIDGE COMMUNICATION

In order that radio communication may be made with passing vessels, all dredges/marine equipment engaged in work under this contract shall be equipped with bridge-to-bridge radio telephone equipment. The radio equipment shall operate on a single channel very high frequency (VHF), FM, on a frequency of 156.55 MC per second with low power output having a communication range of approximately ten miles. The frequency has been approved by the Federal Communications Commission. Channels #13 and #16 must be monitored at all times.

PART 2 PRODUCTS

2.1 CONSTRUCTION PROJECT SIGNS

Refer to paragraph BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN below and the web site indicated in paragraph CONSTRUCTION FORMS AND DETAILS below.

2.1.1 Haul Road Traffic and Construction Warning Signs

1/2 inch HDO plywood, or aluminum sheet, conforming to FDOT Specifications Section 700 Uniform Traffic Manual Standard Signs, non-standard signage high visibility orange with black lettering. Orange fabric mesh acceptable for temporary survey crew use.

2.2 STORAGE CONTAINERS

Welded steel construction, locking, shipping containers or equal.

SECTION 01 50 02 Page 7

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

3.1.2 Employee Parking

a. Park employee's vehicles in areas designated by Contractor, away from construction traffic, within reasonable walking distance of site. Maintain area free of ruts, mud holes and puddles. Place gravel where required by deteriorated conditions.

b. Contractor should protect unattended equipment as it may be subject to vandalism.

c. Storage trailers and storage area with Government material should be locking type with lighting.

3.1.3 Onsite Information

Keep copy of contract drawings, specifications, and other contract documents at Contractor's Office onsite, available for use at all times.

3.1.4 Janitorial Services

a. Daily -- Sweep; empty wastebaskets; service toilets

b. Weekly -- Mop floors; sanitize toilet seats

c. Monthly -- Wash floors, windows (inside and out)

d. Cut grass as needed to keep below 3 inches high

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

Install temporary facilities and utilities in accordance with IEEE C2 , EM 385-1-1 , NFPA 70 . Obtain necessary construction, building, zoning, or soil erosion and sediment control approvals required by local authorities and utility companies. Equip trailer(s) with wind tie downs in accordance with local wind and building code requirements.

3.2.1 Lighting

Electric light, non-glare type luminaries to provide a minimum illumination, level of 30-foot candles at desk height level. Comply with temporary lighting, wiring and Ground Fault Circuit Interrupter (GFCI) requirements found in EM 385-1-1 .

3.2.2 Heating and Cooling

Adequate equipment to maintain internal ambient air temperature of 75

SECTION 01 50 02 Page 8 degrees F in 105 degrees F and 70 degrees F in 30 degrees F. Equip trailer(s) with smoke alarms. If bottled gas is used to heat, equip trailer(s) with carbon monoxide alarms.

3.2.3 Water

Non-potable well water may be used to flush toilets, and for dish and hand washing. Provide bulk potable water in storage tanks or bottled water for drinking.

3.2.4 Fire Extinguisher

Refer to EM 385-1-1 . Non-toxic, dry chemical, fire extinguisher meeting Underwriters Laboratories, Inc., approval for Class A, Class B, and Class C fires with a minimum rating of 2A; 10B; and 10C.

3.2.5 Utility Lines

Install, connect and modify temporary lines as coordinated with owning utility. Conform requirements in accordance with IEEE C2 and NFPA 70 for Temporary Electric Lines. Remove temporary line at completion of project.

3.2.6 Electric Power

Provide electrical service and transformers sufficient to operate heating/air conditioning units. Electrical power shall be purchased directly by Contractor.

3.3 BULLETIN…