W912EP21B0002 Amendment 0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 53

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

13-Jan-2021

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY CODE W912EP 7. ADMINISTERED BY (If other than item 6) CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

See Item 6

8. NAME AND ADDRESS OF CONTRACT OR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W912EP21B0002

X 9B. DATED (SEE ITEM 11)

23-Dec-2020

10A. MOD. OF CONTRACT /ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. T HIS ITEM ONLY APPLIES TO AMENDMENT S OF SOLICIT ATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNT ING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACT S/ORDERS.

IT MODIFIES THE CONTRACT /ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. T HE ABOVE NUMBERED CONTRACT /ORDER IS MODIFIED TO REFLECT THE ADMINIST RATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORT H IN ITEM 14, PURSUANT TO THE AUT HORIT Y OF FAR 43.103(B).

C. T HIS SUPPLEMENT AL AGREEMENT IS ENTERED INTO PURSUANT TO AUT HORIT Y OF:

D. OTHER (Specify type of modification and authority)

E. IMPORT ANT : Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPT ION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

SHORE PROTECTION PROJECT, SEGMENT III BEACH RENOURISHMENT 2020-2021, BROWARD COUNTY, FLORIDA

A. SEE CONTINUATION SHEET FOR AMENDMENT DETAILS.

B. THE BID DUE DATE REMAINS UNCHANGED ATJANUARY 22, 2021 @ 2:00 P.M. LOCAL TIME.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONT RACTING OFFICER (Type or print)

TEL: EMAIL:

15B. CONT RACT OR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNIT ED STATES OF AMERICA

B Y (Signature of Contracting Officer)

16C. DATE SIGNED

EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

30-105-04 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

SF 30 CONTINUATION SHEET

Shore Protection Project, Segment III Beach Renourishment 2020-2021, Broward County, Florida

W912EP21B0002 2 Amendment 0001

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Text changes have been updated with additions noted by underlined text (green in PDF) and deletions noted by line/cross-outs (red in PDF). These text changes pertain only to changes made by this amendment.

In Section 00700, DELETE Clause 52.211-10 Alt I and REPLACE with the revised Clause 52.211-10 Alt I indicated below.

DELETE Section 00800A WAGE DETERMINATIONS & OTHER ATTACHMENTS and REPLACE with revised Section 00800A WAGE DETERMINATIONS & OTHER ATTACHMENTS.

DELETE Section 01 11 00 and REPLACE with the attached revised Section 01 11 00.

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

DELETE Section 35 30 00 and REPLACE with the attached revised Section 35 30 00.

2. DRAWINGS: No change to drawings.

3. REVISED FAR CLAUSES:

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

ALTERNATE I (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 60 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than April 30, 2023. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by March 25, 2021 May 25, 2021. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

(End of clause)

(End of Summary of Changes)

W912EP21B0002 00800A-i

SECTION 00800A - WAGE DETERMINATIONS & OTHER ATTACHMENTS

NO. TITLE DATE NO. OF PAGES

1 NOTE 1

2 General Decision Number FL20200107 1/1/2021 6

Amendment 0001

NOTE NOTE NOTE

THIS PROJECT INCORPORATES THE HEAVY CONSTRUCTION WAGE DECISION

FOR BROWARD COUNTY, FL

EXECUTIVE ORDER (EO) 13658 ESTABLISHES AN HOURLY MINIMUM WAGE OF

$10.95 FOR 2021 THAT APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-

BACON ACT FOR ALL HOURS PERFORMED ON THE CONTRACT IN CALENDAR

YEAR 2021

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE

WAGE DECISIONS FURNISHED FOR THIS PROJECT, PLEASE CONTACT:

FRAN RUSSELL, OFFICE OF COUNSEL, JACKSONVILLE DISTRICT, U.S. ARMY

CORPS OF ENGINEERS AT fran.g.russell@usace.army.mil

W912EP21B0002 00800A-ii Amendment 0001 mailto:fran.g.russell@usace.army.mil

"General Decision Number: FL20210107 01/01/2021

Superseded General Decision Number: FL20200107

State: Florida

Construction Type: Heavy

County: Broward County in Florida.

HEAVY CONSTRUCTION PROJECTS (Including Sewer and Water Lines)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/01/2021

ELEC0728-006 09/01/2020

Rates Fringes

ELECTRICIAN......................$ 33.53 12.72

ENGI0487-014 07/01/2013

Rates Fringes

OPERATOR: Crane All Tower Cranes Mobile, Rail, Climbers, Static- Mount; All Cranes with

W912EP21B0002 00800A-1 Amendment 0001

Boom Length 150 Feet & Over (With or without jib) Friction, Hydraulic, Electric or Otherwise;

Cranes 150 Tons & Over;

Cranes with 3 Drums (When 3rd drum is rigged for work); Gantry & Overhead Cranes; Hydraulic Cranes Over 25 Tons but not more than 50 Tons;

Hydraulic/Friction Cranes;

& All Types of Flying Cranes; Boom Truck..........$ 29.05 8.80 Cranes with Boom Length Less than 150 Feet (With or without jib); Hydraulic Cranes 25 Tons & Under, & Over 50 Tons (With Oiler);

Boom Truck..................$ 28.32 8.80 OPERATOR: Drill.................$ 25.80 8.80 OPERATOR: Oiler.................$ 22.99 8.80

* IRON0272-005 10/01/2019

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 25.79 13.34

LABO1652-004 05/01/2018

Rates Fringes

LABORER: Grade Checker..........$ 22.05 7.27

PAIN0365-007 08/01/2020

Rates Fringes

PAINTER: Brush, Roller and Spray............................$ 20.21 11.83

SUFL2009-146 06/24/2009

Rates Fringes

CARPENTER, Includes Form Work....$ 17.00 2.51

CEMENT MASON/CONCRETE FINISHER...$ 15.00 8.64

LABORER: Common or General......$ 9.87 3.24

LABORER: Landscape..............$ 7.25 0.00

LABORER: Pipelayer..............$ 14.00 2.42

LABORER: Power Tool Operator (Hand Held Drills/Saws, W912EP21B0002 00800A-2 Amendment 0001

Jackhammer and Power Saws Only)............................$ 10.63 2.20

OPERATOR: Asphalt Paver.........$ 11.59 0.00

OPERATOR: Backhoe Loader Combo............................$ 16.10 2.44

OPERATOR: Backhoe/Excavator.....$ 18.77 1.87

OPERATOR: Bulldozer.............$ 14.95 0.81

OPERATOR: Grader/Blade..........$ 16.00 2.84

OPERATOR: Loader................$ 14.00 2.42

OPERATOR: Mechanic..............$ 14.32 0.00

OPERATOR: Roller................$ 10.95 0.00

OPERATOR: Scraper...............$ 11.00 1.74

OPERATOR: Trackhoe..............$ 20.92 5.50

OPERATOR: Tractor...............$ 10.54 0.00

TRUCK DRIVER, Includes Dump Truck............................$ 9.60 0.00

TRUCK DRIVER: Lowboy Truck......$ 12.73 0.00

TRUCK DRIVER: Off the Road Truck............................$ 12.21 1.97

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

W912EP21B0002 00800A-3 Amendment 0001

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

W912EP21B0002 00800A-4 Amendment 0001

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

W912EP21B0002 00800A-5 Amendment 0001

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

W912EP21B0002 00800A-6 Amendment 0001

Shore Protection Project, Segment III Beach Renourishment 2020-2021, Broward County, Florida

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Work Restrictions

1.3.2.1 Work on the Beach

1.3.2.2 Staging Areas for Construction Equipment on the Beach

1.3.3 Location

1.3.4 Safety Requirements

1.3.5 Work Performed by Others

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Weather, Water Stage and Tide Data

1.6.2 Contractor Investigation

1.6.3 Surveys

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

1.9 EXISTING WORK

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.10.1 Contractor Responsibility

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 W912EP21B0002 Amendment 0001

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

a. "Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE

DATA.

b. "Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved. Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Project work will renourish 7.0 miles of critically eroded shoreline immediately south of Port Everglades Inlet in Segment III along two placement areas. A 1.2 mile long segment within the Mitzel-Eula Johnson State Park (Park; south jetty - R-92) and a 5.8 mile long segment within the cities of Dania, Hollywood, and Hallandale (HHD; R-98.3 to R-128).

The beach fill template between the south jetty to R-92 includes a flat upper berm at an elevation of +8.4 ft NAVD88, sloping down at 1V:50H to an elevation of +5.9 ft NAVD88. From the seaward extent of the sloped berm crest the template will then slope at 1V:10H to tie into existing grade.

Non-federal dune and coastal vegetation will also be constructed within the limits of the park as part of this contract.

The beach fill template between R-98.3 to R-128 includes a flat upper berm at an elevation of +5.4 ft NAVD88, sloping down at 1V:50H to an elevation of +3.9 ft NAVD88. From the seaward extent of the sloped berm crest the template will then slope at 1V:10H to tie into existing grade.

The beach templates described above includes a +0.5 foot vertical tolerance allowance. Sand for the project will be sourced from upland mine(s) and truck hauled to the beach fill area. The upland source(s)

SECTION 01 11 00 Page 2 will be selected by the Contractor meeting criteria required in Section 35 30 00 BEACH FILL and will be listed as approved within environmental resource agency permits. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

Project work also includes, but is not limited to, vibration control and monitoring, environmental species monitoring, and turbidity monitoring.

1.3.2 Work Restrictions

Contractor is not permitted to place material between R-98.3 and R-128 until after November 1, 2021. Work shall follow all local ordinances and the requirements herein, whichever is more restrictive. Work will be permitted 7 days per week. Absolutely no work will be permitted at the staging and access areas from 11:00 pm until 6:00am. Any additional access or staging areas needed by the Contractor will be acquired by the Contractor at their expense with Contracting Officer approval. The Contractor shall not operate or store equipment beyond the limits of construction shown on the drawings. A 15-foot wide emergency vehicle lane on the beach shall be maintained at all times for the duration of the contract.

1.3.2.1 Work on the Beach

No work shall be performed on the beach before sunrise or after sunset.

Sunrise and sunset will vary depending on the time of year; however, no work will be permitted prior to 7:00am or after 7:00pm should the sun rise before 7:00am and/or the sun set after 7:00pm. Sundown times are not noted in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA, but the links provided will assist, or sundown shall be at the times directed by the Contracting Officer.

1.3.2.2 Staging Areas for Construction Equipment on the Beach

See Section 01 57 20 ENVIRONMENTAL PROTECTION for periods when staging areas for construction equipment on the beach is not permitted.

1.3.3 Location

The work is located immediately south of Port Everglades Inlet in Mitzel-Eula Johnson State Park and the cities of Dania, Hollywood, and Hallendale in Broward County, Florida.

1.3.4 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.3.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1. In addition to the Clause, the following shall apply; The phrase "commence work" means "commence placement of beach fill". The commencement time indicated applies unless otherwise determined by the Contracting Officer. See Section 35 30 00 BEACH FILL, paragraph

SECTION 01 11 00 Page 3

“Order of Work” for placement requirements.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA for applicable data links and information to where the Contractor can ascertain the weather conditions that could be encountered at the project location. The information provided does not preclude the Contractor from assessing and scheduling for adverse weather.

1.6.2 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.3 Surveys

Surveys indicated on the drawings are provided as separate electronic files.

1.7 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.7.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

SECTION 01 11 00 Page 4

1.7.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.7.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.8 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or job prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.9 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or

SECTION 01 11 00 Page 5 adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.10.1 Contractor Responsibility

The project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. The Contractor shall be responsible for obtaining information concerning rain, wind and wave conditions that could influence safety, hauling and placement operations prior to submitting a proposal or bid.

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and unusually severe weather with the purpose to note impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, be calculated chronologically from the first to the last day of each month, and be recorded as full days.

If the number of actual adverse weather delay days exceeds the number of days anticipated for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

SECTION 01 11 00 Page 6

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 7

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 PRECONSTRUCTION REQUIREMENTS

1.4.1 Mobilization/Demobilization Plan

1.4.2 Security Plan

1.4.3 Vegetation Protection and Restoration Plan

1.4.4 Documentation of Existing Conditions

1.5 EXISTING UTILITIES

1.5.1 Water

1.5.2 Electricity

1.6 WORK AND ACCESS DATA

1.6.1 Staging and Access Areas

1.6.1.1 Existing Conditions Documentation and Post Construction

Restoration

1.6.2 Contractor Responsibilities

1.7 ADJACENT PROPERTY AND STRUCTURES

PART 2 PRODUCTS

2.1 CONTRACTOR'S TEMPORARY FACILITIES

2.2 TEMPORARY SIGNAGE

2.2.1 Bulletin Board

2.2.2 Project Identification and Safety Signs

2.2.3 Construction Forms and Details

2.2.4 Warning Signs

2.2.5 Haul Road Traffic and Construction Warning Signs

2.3 TEMPORARY TRAFFIC CONTROL

2.3.1 Haul Roads

2.3.2 Barricades

2.4 TEMPORARY FENCING

2.4.1 Polyethylene Mesh Safety Fencing

2.4.2 Chain Link Panel Fencing

2.4.3 Post-Driven Chain Link Fencing

2.5 TEMPORARY WIRING

2.6 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

SECTION 01 50 02 Page 1

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 PROTECTION AND MAINTENANCE OF TRAFFIC

3.4 MAINTENANCE OF HAUL AND ACCESS ROADS

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Contractor Field Office

3.5.2 Appearance of Trailer(s)

3.5.3 Storage Area

3.5.3.1 Maintenance of Storage Area

3.5.4 Waste Storage

3.5.5 Fuel Storage and Fueling Operations

3.6 SECURITY

3.6.1 Visitors

3.7 CLEANUP

3.8 RESTORATION OF STORAGE AREA

-- 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 (10 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 and Bridge Construction

SECTION 01 50 02 Page 3

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 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan ; G, RO

Security Plan ; G, RO

Vegetation Protection and Restoration Plan ; G, DO

Documentation of Existing Conditions ; G, RO

SD-02 Shop Drawings

Contractor's Temporary Facilities

Temporary Electric Drawings

1.4 PRECONSTRUCTION REQUIREMENTS

Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed.

1.4.1 Mobilization/Demobilization Plan

Plan must 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

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

SECTION 01 50 02 Page 4

(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, or permanent facilities)

1.4.2 Security Plan

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

a. Day and night security

b. Weekend and holiday security

c. General security duties

1.4.3 Vegetation Protection and Restoration Plan

Prior to clearing for access, submit a Vegetation Protection and Restoration Plan describing the methods to be used for protection of vegetation that is not to be disturbed or otherwise impacted. Include restoration measures for vegetation cleared from access areas and in the event of the accidental damage to, or destruction of, said vegetation.

1.4.4 Documentation of Existing Conditions

Before beginning any mobilization or work, survey the site and photo-document the work area including all staging areas, haul routes, parking areas, and vegetation. Include in the record conditions of roadways, utilities, and other site features, and the location and extent of existing damage prior to starting work. It is the Contractor's responsibility to document all pertinent existing conditions that may affect the subject property.

1.5 EXISTING UTILITIES

Investigate the availability of utilities at the project site. Provide potable water, sanitary sewer, electricity from transformer, communications and optional utilities require at the project site.

Provide internet services with 10 Mbps minimum speed and wireless capabilities to the Contractor's Field Office complex.

1.5.1 Water

In addition to the above, provide and maintain an adequate supply of water for construction use at no additional cost to the Government. 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. Provide and maintain temporary toilet and washing facilities.

Install and maintain toilet and washing facilities in a location approved by the Contracting Officer. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

1.5.2 Electricity

In addition to the above, furnish all electric current at no additional cost to the Government. Install, connect, and maintain all temporary lines in a workmanlike manner satisfactory to the Contracting Officer.

SECTION 01 50 02 Page 5

Remove temporary lines in like manner at no additional cost to the Government prior to completion of the construction. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

1.6 WORK AND ACCESS DATA

See paragraph WORK RESTRICTIONS in Section 01 11 00 SUMMARY OF WORK.

Staging & Access Area Point of Contact:

To be determined after award.

Right of Way Permit Point of Contact:

To be determined after award.

1.6.1 Staging and Access Areas

Obtain and coordinate staging areas and submit for Contracting Officer's approval. Access areas are shown on the contract drawings for the Contractor's use. The Contracting Officer will field-determine the final limits of the access areas indicated on the drawings in coordination with the Local Sponsor and the Contractor. Investigate and obtain any additional areas which may be necessary for construction operations at the Contractor's expense. The additional areas will be subject to the approval of the Contracting Officer. Identify and mark native coastal vegetation so that no operations impact any areas of native coastal vegetation. Restore impacts to coastal vegetation during widening of beach access, as well as any incidental impacts to coastal vegetation at no additional cost to the Government prior to completion of work.

Clearing and grubbing is permitted only in access and staging areas, and perform in accordance with Section 01 55 10 CLEARING AND GRUBBING FOR ACCESS AND STAGING AREAS. The Contractor shall meet all local, state and federal regulations providing safe and adequate access to and from the proposed staging and access areas coordinating with the Local Sponsor and FDOT as necessary.

1.6.1.1 Existing Conditions Documentation and Post Construction Restoration

At all access sites and staging areas to be used, provide:

a. Photo-document the condition of all such areas prior to disrupting the site.

b. Limit access width through existing vegetation to 20 feet or less.

c. Replace any fencing, signage, curbing, or any other structural features disturbed by the Contractor's activities to original or better condition using in-kind material.

d. Restore and revegetate the access route with native dune plants to the pre-project condition subject to the approval of the Contracting Officer. Revegetation of access and staging areas must be with sod (non-dune areas) or viable plant units (dune areas) at 18-inch maximum spacing with species and diversity equivalent to preconstruction conditions. Include a survival warranty of 90 percent of the plant material for 90 days for revegetation. Install vegetation with fertilization and irrigation, or with initial irrigation, fertilization and approved water-absorbent polymeric gels, at no additional expense to the Government. Replace shrubs and trees to preconstruction conditions per the requirements of Section 01 57 20

SECTION 01 50 02 Page 6

ENVIRONMENTAL PROTECTION. Coastal vegetation must meet the requirements of Section 32 93 00 COASTAL VEGETATION PLANTING.

1.6.2 Contractor Responsibilities

Exclude the public from the work area in the immediate vicinity of his operations including but not limited to fill placement, grading, and transport. Minimize areas closed to the public. Install warning signs to warn the public and all commercial recreational boats of all construction activities. Provide and maintain all water and land access routes necessary for his equipment and plant to and from the work sites.

Ascertain the environmental conditions which can affect access, such as climate, terrain, and winds.

1.7 ADJACENT PROPERTY AND STRUCTURES

Immediately repair any damage to private or public property within the project boundaries, including staging site(s) and work and access areas/roads. Repair any damage as a result of the Contractor's operations at no cost to the Government.

PART 2 PRODUCTS

2.1 CONTRACTOR'S TEMPORARY FACILITIES

General layout sketch of temporary site facilities must 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)

n. Explosives storage

2.2 TEMPORARY SIGNAGE

2.2.1 Bulletin Board

Prior to commencement of work activities, provide a clear weatherproof covered bulletin board not less than 915 by 1220 mm (36 by 48 inches) in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, WH1090 Paid Sick Leave for Contractors poster (https://www.dol.gov/whd/regs/compliance/wh1090.pdf), Safety and Health Information as required by EM 385-1-1 Section 01 and other information approved by the Contracting Officer. Display legible copies of the aforementioned data until work is completed. Remove the bulletin board upon completion of work. The bulletin board will remain the property of the Contractor. Coordinate requirements herein with Section 01 35 26

SECTION 01 50 02 Page 7

GOVERNMENTAL SAFETY REQUIREMENTS.

2.2.2 Project Identification and Safety Signs

Provide signs, their content, and location as indicated on the web site provided in paragraph CONSTRUCTION FORMS AND DETAILS below. Erect the signs within 15 days after receipt of the Notice to Proceed. Correct the data required by the safety sign, with light colored metallic or non-metallic numerals. Upon completion of the project, remove the signs from the site.

2.2.3 Construction Forms and Details

See the CONSTRUCTION FORMS & DETAILS module at the following web address:

https://www.saj.usace.army.mil/About/Divisions-Offices/Engineering/Design-Branch/ Specifications-Section/

2.2.4 Warning Signs

Post temporary signs, tags, and labels to give workers and the public adequate warning and caution of construction hazards according to the EM 385-1-1 Section 04. Attach signs to the perimeter fencing every 150 feet or as determined by the Contracting Officer warning the public of the presence of construction hazards. Install signs requiring unauthorized persons to keep out of the construction site. Update the data required by the safety signs daily.

2.2.5 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.

2.3 TEMPORARY TRAFFIC CONTROL

During construction, provide access and temporary relocated roads as necessary to maintain traffic. Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Install measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Limit the interface between the Contractor's traffic on roads selected for hauling material to and from the site with public traffic. Investigate the adequacy of existing roads and the allowable load limit on these roads. Repair any damage to roads caused by construction operations.

2.3.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this contract in accordance with EM 385-1-1 Section 04.

Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Submit haul road plan for approval. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. Provide an method of dust

SECTION 01 50 02 Page 8 control, although optional, to ensure safe operation at all times.

Location, grade, width, and alignment of construction, and hauling roads area subject to approval by the Contracting Officer. Provide adequate lighting to assure full and clear visibility for full width of haul road and work areas during any night work operations. All off road trucks transiting from the staging area(s) to disposal site(s) along the beach must have ATV escorts. Upon completion of the work and as directed by the Contracting Officer, remove and dispose of portions of any Contractor constructed access and haul roads. The Contracting Officer will require removal of road segments which, in his determination, impede proper function or maintenance of the permanent project features; adversely impact local stormwater drainage; or adversely impact environmentally sensitive areas. The access and haul road portions removed must be graded to approximately match the original ground contours.

Where haul roads traverse an environmentally sensitive area or if located on the crest of an earthen embankment, one-way haul roads are preferred.

Haul roads built and maintained for this work must comply with the following:

a. One-way haul roads for off-the-road equipment; e.g., belly dumps, scrapers, and off-the-road trucks must have a minimum usable width of 25 ft. One-way haul roads for over-the-road haulage equipment only (e.g., dump trucks, etc.) may be reduced to a usable width of 15 feet. When the Contracting Officer determines that it is impractical to obtain the required width for one-way haul roads (e.g., a road on top of a levee), a usable width of not less than 10 feet may be approved by the Contracting Officer, provided a positive means of traffic control is implemented. Such positive means must be signs, signals, and/or signalman and an effective means of speed control.

b. Two-way haul roads for off-the-road haulage equipment must have a usable width of 60 feet. Two-way haul roads for over-the-road haulage equipment only may be reduced to a usable width of 30 feet.

c. Vertical and horizontal curvature, and sight distance must be designed in accordance with AASHTO design criteria. When conditions make it impractical to obtain the required design criteria, a positive means of traffic control must be implemented. All requirements of EM 385-1-1 concerning access and haul roads must apply.

d. Dust abatement must permit observation of objects on the roadway at a minimum distance of 300 feet.

e. Haul roads must have the edges of the usable portion marked with posts at intervals of 50 feet on curves and 200 feet maximum elsewhere. Such markers must extend 6 feet above the road surface, and for nighttime haulage, be provided with reflectors in both directions.

f. If the required haul road dimensions are not achievable due to the physical limitation of the placement area, provide alternate widths with applicable safety measures to ensure safe transit along the haul routes for review and approval by the Contracting Officer.

g. If the Contractor elects to use the completed sections of beach as a haul road then should be properly identified with signs to alert pedestrians that the section of the beach is being used as an off-road truck corridor. The off-road truck corridors must be dressed or

SECTION 01 50 02 Page 9 flattened by dragging a pipe lengthwise over the beach. The dressing needs to be performed constantly to eliminate the deep rutting caused by the off road trucks when transitioning along the corridors.

2.3.2 Barricades

Erect and maintain temporary barricades to limit…