W912EP-17-B-0002_Amendment_0006.pdf

W32CS570067228

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Beach Erosion Control & Hurricane Protection, Miami-Dade County, Beach Renourishment 2017, Sunny Isles Beach

This amendment is being issued to:

1. Note that there is not an Amendment 0004 that corresponds to this solicitation. When submitting your bid and acknow ledging the amendments, there is no Amendment 0004 to acknow ledge.

2. See SF30 Continuation Page for Changes to Volume 2 - Specifications and to the Plans.

The proposal due date remains unchanged. All other conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 30-Jun-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EP-17-B-0002

X 9B. DATED (SEE ITEM 11)

01-Jun-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/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. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Jun-2017

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SF 30 CONTINUATION SHEET

Beach Erosion Control and Hurricane Protection, Miami- Dade County, Florida, Beach Renourishment 2017

Sunny Isles Beach Amendment 0006

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. In some Volume 1 sections, asterisks appear before and after the line or lines where revisions have been made to the text, and pertain only to changes made by this amendment. In some cases, replacement clauses are attached to this amendment.

B. In Volume 2 sections, the text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change.

The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

N/A

Volume 2 of 2 – Technical Specifications:

Made changes to Section 01 11 00 Summary of Work, 1.3.4 Work Restrictions and 1.3.4.1 Delivery of Material and added 1.3.4.4 Transportation from Sand Source to Staging/Access Areas and added 1.3.4.5 Staging/Access Area at 13.5.

Made changes to Section 01 30 00 Administrative Procedures, 1.3.4 Contracts by others with the Work Area.

Made changes to Section 01 55 26 Traffic Control, 1.2 Submittals.

Made changes to Section 35 30 00 Beach Fill, 1.3 Submittals and 1.4 Order of Work.

2. DRAWINGS:

DELETE Drawing No. C-04 and REPLACE with the attached revised Drawing No. C-04.

(End of Summary of Changes)

BECHPP, MIAMI-DADE COUNTY, FLORIDA, BEACH

RENOURISHMENT 2017, SUNNY ISLES BEACH

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

1.3.1.1 Base

1.3.1.2 Option A

1.3.1.3 Option B

1.3.1.4 Option C

1.3.1.5 Option D

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Restrictions

1.3.4.1 Delivery of material

1.3.4.2 Work on the Beach

1.3.4.3 Staging Areas for Construction Equipment on the Beach

1.3.4.4 Transportation from Sand Source to Staging/Access Areas

1.3.4.5 Staging/Access Area at R-13.5

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 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.9.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.9.2 Contractor Responsibility

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 W912EP-17-B-0002 Amendment 0006

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)

Survey Number 17-051 Electronic Survey Files Provided for Beach Survey

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

This project will nourish critically eroded shoreline at Sunny Isles Beach. The project beach has a maximum berm elevation of +6.8 feet, NAVD88, and a minimum berm elevation no less than +6.1 feet, NAVD88 with a foreshore slope of 1 Vertical on 10 Horizontal to tie into existing grade. The sand source for the project will be an upland source, and material will be truck hauled to the project location. The upland source will be selected by the Contractor meeting criteria required in Section 35 30 00 BEACH FILL. Upland sand sources which have met criteria specified in 35 30 00 BEACH FILL can be found within the authorized Limited Revaluation Report located at the following web address:

(http://www.saj.usace.army.mil/About/ DivisionsOffices/Planning/EnvironmentalBranch/EnvironmentalDocuments.aspx).

Other sources may be available. The Construction Baseline (CBL) and Erosion Control Line (ECL) are the same and the width of the restored beach varies measured perpendicular to the CBL/ECL as shown on the drawings.

SECTION 01 11 00 Page 2

The work is divided into a Base and four options as indicated below with all work between Florida Department of Environmental Protection (FDEP) Range Monuments R-7 to R-19. Work for the base and all options includes vibration control and monitoring, environmental species monitoring, and turbidity monitoring.

1.3.1.1 Base

Base work consists of nourishing from CBL/ECL station 7+000 (northern project limit) to station 10+050.

1.3.1.2 Option A

Option A consists of nourishing from CBL/ECL station 10+050 to station 16+200.

1.3.1.3 Option B

Option B consists of nourishing from CBL/ECL station 16+200 to station 16+900.

1.3.1.4 Option C

Option C consists of nourishing from CBL/ECL station 16+950 to station 17+650.

1.3.1.5 Option D

Option D consists of nourishing from CBL/ECL station 17+650 to station 19+800.

1.3.2 Location

The work is located North of Haulover Beach Park between DEP Monuments R-7 to R-19 in Miami-Dade County, Florida.

1.3.3 Safety Requirements

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

1.3.4 Work Restrictions

Work will be permitted 6 days per week. Work is permitted:

Monday through Thursday - 7:00 a.m. until 6:30 p.m. (7:00 p.m.

during daylight savings time, which is 2nd week of March thru 1st week of November) Friday - 7:00 a.m. until 5:00 p.m.

Saturday - 9:00 a.m. until 5:00 p.m.

No construction on Sundays

No work is permitted on the following days:

September 2-4, 2017 - Labor Day Weekend September 30, 2017 - Yom Kippur (beginning at sundown on the 29th) November 23, 2017 - Thanksgiving December. 25, 2017 - Christmas (beginning at sundown on the 24th) January 1, 2018 - New Years' (beginning at sundown on Dec. 31) May 28, 2018 - Memorial Day July 4, 2018 - Independence Day

SECTION 01 11 00 Page 3

Additionally during Chanukah, December 13-20, 2017, work is only permitted between 7:00 a.m. until 4:30 p.m.

The contractor shall only use the access areas shown on the drawings and described herein. Any additional access or staging areas needed by the Contractor will need to be approved by the Contracting Officer and coordinated with the City of Sunny Isles at the Contractor's expense. The Contractor shall not operate or store equipment beyond the limits of construction shown on the drawings. All construction equipment shall yield to emergency vehicles in transit as needed throughout the duration of the project.

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. The contractor shall only use the access areas shown on the drawings and described herein. Any additional access or staging areas needed by the Contractor will need to be approved by the Contracting Officer and coordinated with the City of Sunny Isles at the Contractor's expense. The Contractor shall not operate or store equipment beyond the limits of construction shown on the drawings. All construction equipment shall yeild to emergency vehicles in transit as needed throughout the duration of the project.

1.3.4.1 Delivery of material

Delivery of the material from the Contractor's selected source to the designated staging and access areas shown on the drawings will be permitted between the hours of 6:00 am to 11:00 pm .

1.3.4.2 Work on the Beach

No work shall be performed seaward of the Erosion Control Line (ECL) prior to 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.

1.3.4.3 Staging Areas for Construction Equipment on the Beach

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

1.3.4.4 Transportation from Sand Source to Staging/Access Areas

The Government recommends transiting 96th street through Bal Harbor to access the staging area south of R-19 and 856 (William Lehman Causeway) to access the staging area near R-7. See paragraph "Contracts by other within the Work Area" in section 01 30 00 ADMINISTRATIVE PROCEDURES and section 01 55 26 TRAFFIC CONTROL.

1.3.4.5 Staging/Access Area at R-13.5

The Contractor is not permitted to use this staging/access area from December 1, 2017 through July 31, 2018 without approval from the Contracting Officer due to the concurrent FDOT contract through this area. These dates are subject to change based on progress of the FDOT contract. See paragraph "Contracts by other within the Work Area" in section 01 30 00 ADMINISTRATIVE PROCEDURES.

SECTION 01 11 00 Page 4

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

a. 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.

b. In addition to the above, the following shall apply: The time for completion does not include establishment of coastal vegetation.

Vegetation shall be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time stated for the establishment of vegetation. See paragraph ORDER OF WORK of Section 32 93 00 COASTAL VEGETATION PLANTING.

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

Survey Number 17-051 indicated in paragraph REFERENCES above 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

SECTION 01 11 00 Page 5 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.

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 stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks 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 lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum 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

SECTION 01 11 00 Page 6 there are no applicable contract unit or lump sum 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 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.

1.9.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. A reasonable number of anticipated weather delay work days is obtained from the average number of days per month with precipitation greater than that indicated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA rounded to the nearest whole number.

1.9.2 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. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities. A list of potential sources providing climatological and meteorological observations and data for the project area is provided.

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

SECTION 01 11 00 Page 7 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.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Access by Others

1.3.3 Inspections by Others

1.3.4 Contracts by others within the Work Area

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.2 Partnering Regroups

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. Contractor shall use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget. Related Sections are 01 32 01 PROJECT SCHEDULE, and 01 45 04 CONTRACTOR QUALITY CONTROL.

1.2 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

List of Subcontractors

Documentation of compliance with Clauses SUBCONTRACTS (LABOR STANDARDS) and LIMITATIONS ON SUBCONTRACTING of Section 00700 CONTRACT CLAUSES in Volume 1, and, if included, paragraph

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

As part of the initial project schedule, submit a list of proposed subcontractors with company name, person to contact, street address, mail address, phone number, type of specialty and estimated subcontract quote.

SD-07 Certificates

Signature Authority

Furnish a power of attorney or a notarized letter of authority from Contractor identifying local representatives authorized to sign contract documents.

Drug-Free Work Place Record

Documentation of compliance with Clause DRUG-FREE WORKPLACE of Section 00700 CONTRACT CLAUSES in Volume 1 (see subparagraphs

SECTION 01 30 00 Page 2

(b)(1) through (b)(7)).

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Contractor shall use Corps of Engineers' Resident Management System, referred to as Quality Control System (QCS), for construction information management. See Section 01 45 04 CONTRACTOR QUALITY CONTROL.

1.3.2 Access by Others

Maintain access to power poles and other items owned or operated by utility companies. Coordinate with utility companies as required for line marking, hookups, and relocations as needed to perform work. Incoming electrical utilities become the responsibility of Contractor at transformers. Coordinate emergency incident response with local law enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.3.3 Inspections by Others

During construction period, inspection or maintenance work will be performed by others within the construction limits. The Contractor will be responsible for neatly mowing all grass and vegetation (not to include established trees or other protected vegetation designated as wetland areas) within the construction limits for the duration of the contract.

Areas not accessible to mowers shall be edged or trimmed neatly. Mowing or trimming shall be performed every three weeks or when vegetation exceeds twelve inches in height.

1.3.4 Contracts by others within the Work Area

The Florida Department of Transportation (FDOT) is scheduled to conduct maintenance work a roadway resurfacing project on Collins Avenue within the limits and construction period of this project during the construction period for this contract . Refer to FDOT's website for information regarding this contract and for information on the construction sequencing and schedule. Approximate sequencing and schedule as well as any other additional information that becomes available will be coordinated at the pre-construction conference as well as throughout the duration of construction as needed.

The work area is also subject to residential development, and other local road, utility, and bridge work throughout the duration of the project.

The contractor is advised to determine potential impacts to proposed operations and coordinate as necessary.

1.4 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

-- Preconstruction Conference -- Partnering Meeting -- Partnering Regroup Meetings -- Coordination Meeting -- Preparatory and Initial Phase meeting for each feature of work -- Project Progress Meetings

SECTION 01 30 00 Page 3

Project meetings are described in detail in subparts below.

1.5 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE of Section 00700 CONTRACT CLAUSES in Volume 1. Preconstruction Conference will be held between 30 and 60 calendar days after Notice to Proceed (NTP) acknowledgement by the Contractor. (Refer to subparagraph "Preconstruction Conference Submittals" below.) Contracting Officer will notify Contractor of time, place, and agenda. Contractor shall notify key subcontractors and suppliers to attend. Contracting Officer will discuss contract "ground rules" and general issues including:

-- Lines of Contracting Officer authority -- Lines of Contractor authority -- 00700 Contract Clauses -- 00800 Special Contract Requirements -- Contract Administration -- Progress Payment -- Correspondence Procedures -- Project Schedule -- Submittal Register -- Labor requirements -- General Site Safety

1.5.1 Preconstruction Conference Minutes

Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may use an audio or video tape. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and return. Signed minutes become part of the contract file. Audio or video tapes if used will be made available for Contractor to review or copy at Area Office.

1.5.2 Preconstruction Conference Submittals

The timing of submission of submittals and completion of the Preconstruction Conference is intended to allow the Contractor and the Government adequate time to prepare for commencement of work. However, should the Contractor fail to submit required items and receive acceptance and/or approval within the times stated, the Contractor will not be permitted to commence work until these requirements have been satisfied.

Any delays attributable to the Contractor's failure to comply with these pre-work requirements shall be at the Contractor's expense and may be cause for remedial action by the Contracting Officer. Submittals required by this Section are described in paragraph SUBMITTALS above.

1.5.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following, as indicated in their respective sections, 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

-- Project Schedule - See Section 01 32 01 PROJECT SCHEDULE

-- Accident Prevention Plan - See Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS

SECTION 01 30 00 Page 4

-- Quality Control Plan - See Section 01 45 04 CONTRACTOR QUALITY

CONTROL

-- Temporary Facilities Plan - See Section 01 50 02 TEMPORARY

CONSTRUCTION FACILITIES

-- Traffic Control Plan - See Section 01 55 26 TRAFFIC CONTROL -- Environmental Protection Plan - See Section 01 57 20

ENVIRONMENTAL PROTECTION

1.5.2.2 Divisions 02 through 48 Submittals

In addition to the above, bring submittal items for materials, workmanship, plans or events required early in project schedule which are ready for transmittal to Contracting Officer. Prepare transmittal of submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.6 PARTNERING

Contracting Officer wants to have a bilateral project partnership with Contractor that draws on strengths of both organizations to identify and achieve common goals. Typical partnering goals include:

-- Effective and efficient contract performance -- Project completion on time and within budget -- Construction completed according to plans and specifications -- Development of cooperative management teams -- Project success with customer (stakeholders) satisfaction -- Improved Project communication

1.6.1 Initial Partnering Meeting

Contractor, key subcontractors and suppliers shall attend a one-day project "Partnering Meeting". The Partnering Meeting is a project team building workshop facilitated by qualified persons. Contracting Officer attendees and invited persons may include:

Administrative Contracting Officer (Area Engineer) Construction Quality Assurance Representatives Jacksonville District - Construction Branch persons Jacksonville District - Engineering Division Designers Local Sponsor (Owner) - Miami-Dade County

Goal of initial Partnering Meeting is to build trust, identify common goals, and understand individual project members' expectations and organizational values. Usual results include better communication between contract parties, shortened project learning curve and a cohesive two party contract partnership. Participants usually sign a voluntary partnering agreement generally describing mutual obligation to cooperate to achieve project goals and maintain effective communication.

Contracting Officer will pay costs for workshop site rental and facilitator fees.

1.6.2 Partnering Regroups

After initial Partnering Meeting participation will be voluntary in accordance with a signed Partnering Agreement. After initial Partnering Workshop, partnering sessions will be hosted by both parties on an alternating basis with the hosting party being responsible for all costs associated with their meeting. At no time will these costs be used to change the contract price. Partnering Agreements include provisions for

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Contracting Officer and Contractor to request "Partnering Regroups" when needed. A "Partnering Regroup" is usually a short (4 hours - 1 day) informal partnering session where senior level Contractor and Contracting Officer project members and other interested parties review project issues of concern. Issues of conflict are reviewed, attempt to affirm common project goals and understand concerns of other partner.

1.7 NOTICE TO PROCEED

Notice to proceed (NTP) will be issued 15 and 30 calendar days after award or after all required bonds are in place, whichever is later. If the Contractor has failed to submit and receive acceptance and/or approval of specified plans, including, but not limited to, Accident Prevention Plan - Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, Quality Control Plan - Section 01 45 04 CONTRACTOR QUALITY CONTROL, and Environmental Protection Plan - Section 01 57 20 ENVIRONMENTAL PROTECTION, or has not yet received the Contracting Officer's conditional approval to work under an interim plan, the Contractor shall not proceed with the work and shall consider the work to be suspended in accordance with the Suspension Of Work clause of the contract. While the Contractor is working under a conditionally accepted interim plan, funds may be retained from progress payments in accordance with the Payments Under Fixed-Price Construction Contracts clause of this contract until such time as the Contractor submits an acceptable plan. If the Contractor does not submit an acceptable plan within a reasonable time, as determined by the Contracting Officer, the Contracting Officer may order the Contractor to suspend work. Any suspension order issued for the Contractor's failure to submit an acceptable plan will not constitute unreasonable delay under the Suspension Of Work clause and the Contractor will not be entitled to an equitable adjustment of either performance period or contract price.

1.8 COORDINATION MEETING

Coordination Meeting is scheduled, convened and conducted by Contracting Officer after a Preconstruction Conference and prior to starting physical construction. Draft plans submitted after NOA (i.e., Quality Control Plan, Environmental Protection Plan and Accident Prevention Program) will have been reviewed. Coordination Meeting is primarily for on-site Contractor Quality Control staff, including subcontractor and supplier employees performing quality control, to meet and discuss the project in detail with Contracting Officer's Quality Assurance Representatives.

Purposes of Coordination Meeting are:

-- Achieve mutual understanding with Contractor of required Quality Control -- Jointly review submitted draft plans; resolve issues of concern -- Discuss project plans and specifications, schedule, documentation -- Establish a good working relationship between the Contractors Quality Control Staff and Quality Assurance Representatives

1.9 PROGRESS MEETINGS

Schedule, convene and preside over progress meetings as required. As project activities increase ("ramp up"), a minimum of one progress meeting per week is typical of a project of this scope. Convene additional meetings as required, or when requested by Contracting Officer. Notify persons needed to be present to discuss agenda issues. Contracting Officer may direct attendance by key Contractor suppliers, or fabricators as needed. A sample meeting agenda is provided in paragraph GENERAL

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MEETING REQUIREMENTS below. The Contractor shall take minutes of the meetings and distribute copies of the minutes within three working days after the meetings.

1.9.1 Progress Meeting Participants

Typical participants include:

-- Contracting Officer -- Construction Quality Assurance Representatives -- Contractor's Site Superintendent -- Contractor's Quality Control Manager -- Contractor's Safety Coordinator -- Subcontractors, as appropriate to the agenda -- Suppliers, as appropriate to the agenda -- Others as appropriate to the agenda

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

Contractors are given an opportunity to provide and/or enter performance evaluation comments directly into the Contractor Performance Assessment Reporting System (CPARS). The system is a web-enabled application that supports the completion, distribution, and retrieval of contract performance evaluations. Provide to the responsible area office the name and email address of the contractor user that will be accessing CPARS.

1.10.1 Training

Contractor online training is available at the following web site:

https://www.cpars.gov/allapps/cpartrng/onlinetrn.htm. Training will give the student an understanding of the Contractor Representative and Contractor Corporate Senior Management levels of access, the policies and regulations governing CPARS, and the electronic workflow with particular attention to the Contractor comment function.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

See Section 01 45 04 CONTRACTOR QUALITY CONTROL for Preparatory and Initial Phase meeting checklists. Contractor is responsible for phase and progress meetings to include:

Meeting notification to participants Prepare agenda for meetings Use phase checklists for Preparatory and Initial Phase meetings Physical arrangements for meetings Preside at meetings Record minutes recording proceedings and decisions Copy and send minutes to:

Meeting participants Project parties affected by decisions Contracting Officer (No later than 3 working days)

3.2 PROGRESS MEETING AGENDA

Modify agenda as needed for on-going work.

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Review minutes from previous progress meetings Review QCS Contractor Action Item Report Review work progress since previous meeting Review current definable features of work:

-- Identify phases of current features of work -- Identify pending phase changes -- Identify features for discussion in next scheduled meeting

Discuss problem prevention:

-- Field observations -- Deficiencies and tracking -- Procedures working well -- Problems, conflicts -- Methods to improve

Review construction schedule:

-- Identify delays -- Discuss proposed corrective actions to regain schedule

Submittals and Requests for Information (design interpretation):

-- Review submittal register -- Identify submittals to expedite as required

Review off-site activities:

-- Fabrications -- Material and equipment delivery schedule

Review Testing:

-- Type, Schedule -- Received Results

Review changes to construction schedule:

-- Planned progress during succeeding work period -- Coordination of various schedules -- Effect of changes on construction and completion date

Review site safety Discuss maintaining contract quality for materials and workmanship Discuss pending modifications, changes and substitutions Discuss other business, as appropriate

-- End of Section --

SECTION 01 30 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 55 26

TRAFFIC CONTROL

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 GENERAL REQUIREMENTS

1.3.1 Codes

1.3.2 Safety

1.3.3 Responsibility

1.3.4 Cleanup

PART 2 PRODUCTS

2.1 MATERIALS

2.2 ROADWAY MAINTENANCE

PART 3 EXECUTION

3.1 CONSTRUCTION IN GENERAL

3.1.1 Delay to Traffic

3.1.2 Debris

3.1.3 Dust Control

3.1.4 Ingress and Egress

3.1.5 Existing Signage

3.1.6 Parking

3.1.7 Hazards

3.1.8 Temporary Traffic Control Devices

3.2 TRAFFIC REGULATIONS

3.3 TRAFFIC CONTROL STANDARDS

3.4 CONSTRUCTION SIGNS

3.5 BARRICADES, CONES, AND DRUMS

3.6 FLAGGERS

3.7 LIABILITY

-- End of Section Table of Contents --

SECTION 01 55 26 Page 1

SECTION 01 55 26

TRAFFIC CONTROL

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 basic designation only.

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

FDOT Specifications (2015) Standard Specifications for Road and Bridge Construction

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD, PART 6 (2009) Manual on Uniform Traffic Control Devices - Temporary Traffic Control

1.2 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. 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

Traffic Control Plan ; G, RO

The Plan shall be in written form and shall indicate the type and location of all signs, lights, barricades, striping, and barriers to be used for safe passage of vehicular traffic through the project, and for the protection of construction traffic and workers through the project. The plan shall also include the Contractor's proposed transportation route from the sand source to the staging/access areas. The Plan shall indicate conditions and setups for each phase of the Contractor's activities. Which includes coordination with Contracting officer and City of Sunny Isles for the closing of public access points during working hours. In no case shall the Contractor begin work until the Plan has been approved. Modifications to the Plan that become necessary shall be submitted in writing for approval. Except in an emergency, no modifications to the approved Plan shall be implemented on the project until the Contractor submits and receives approval of such modification.

SECTION 01 55 26 Page 2 W912EP-17-B-0002 Amendment

1.3 GENERAL REQUIREMENTS

1.3.1 Codes

Work includes the furnishing, erection, relocation, maintenance and eventual removal of temporary signs, barricades, pavement markings, lighting, signals, flaggers and other traffic control devices as may be required for the maintenance and protection of traffic. Traffic control devices and traffic control operations shall be in conformance with the

MUTCD, PART 6 .

1.3.2 Safety

Operations shall be conducted in a manner to insure the convenience and safety of travelers and abutting property owners as well as the safety of the Contractor's employees.

1.3.3 Responsibility

The Contractor has sole responsibility for providing the necessary traffic control devices and taking other appropriate measures for the protection of the public and his personnel. The fact that provisions may be included in the plans and other contract documents, or may be ordered, for the maintenance and protection of traffic during construction, does not relieve the Contractor of his responsibilities. In the absence of specific provisions in the contract plans and specifications, or instructions from the Contracting Officer, additional devices and operational measures as may be considered necessary for the protection of the public and his employees shall be provided.

1.3.4 Cleanup

Temporary traffic control devices installed under this specification shall remain the property of the Contractor and shall be removed from the project after release by the Contracting Officer.

PART 2 PRODUCTS

2.1 MATERIALS

Traffic control devices shall conform to the design, materials, colors, fabrication and installation requirements specified by FDOT Specifications and the applicable specification as may be modified by this Section.

Traffic control devices, whether new or used, shall be in good working condition and shall be subject to approval. Reflective sheeting of the encapsulated lens grade shall be used on all devices requiring reflectorization.

2.2 ROADWAY MAINTENANCE

Existing and temporary pavements shall be kept in good repairs using the same or materials compatible with the pavement. In general, plant-mixed bituminous concrete is suitable for all pavement surfaces. Other suitable material may be used if approved.

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PART 3 EXECUTION

3.1 CONSTRUCTION IN GENERAL

The Contracting Officer shall be notified before starting any work that might inconvenience or endanger traffic, or where the Contractor must provide signs, barricades, flaggers, and/or other appurtenances for the maintenance and protection of traffic.

3.1.1 Delay to Traffic

Construction operations shall be conducted to insure a minimum of delay to traffic. Stopping traffic for more than 5 minutes shall not be permitted unless specifically authorized.

3.1.2 Debris

The traveled way shall be maintained free of foreign objects such as spilled earth, rocks, timber, and other items that may fall from transporting vehicles. Materials spilled by or dropped from any vehicle used in the Contractor's hauling operations along or across any public traveled way, both within and outside the project limits, shall be removed immediately.

3.1.3 Dust Control

Dusty conditions resulting from the Contractor's operations shall be corrected by the use of calcium chloride and/or water.

3.1.4 Ingress and Egress

Provide and maintain safe and adequate ingress and egress with soil tracking prevention devices to and from intersecting highways, private points of access, and other establishment at existing or new access points, consistent with the work, unless otherwise shown on the plans or authorized.

3.1.5 Existing Signage

Existing traffic signs and other traffic control devices within the project limits which are to remain shall be protected from damage by construction operations. Any such items lost or damaged because of negligence on the part of the Contractor shall be replaced. Should temporary relocation of any such items be required because of construction operations, they shall be placed as directed.

3.1.6 Parking

The Contractor shall not permit his employees to park their vehicles nor shall he store equipment or materials adjacent to the traveled way or FDOT rights-of-way where it may be a hazard to traffic. Normally, a clear distance of at least 30 feet from the edge of pavement shall be kept free of any such obstacles unless otherwise authorized.

3.1.7 Hazards

Whenever construction operations near the traveled way result in a hazardous condition to the traveling public, the extent of such operations shall be limited to work that can be performed within a reasonable period

SECTION 01 55 26 Page 4 of time. Once started, such work shall progress continuously to completion within a reasonable extent of time.

3.1.8 Temporary Traffic Control Devices

Temporary devices shall remain in operation only as long as they are needed for traffic guidance and safety. Only those devices shall be in place as apply to conditions and operations in existence at a particular time. Traffic control devices shall be cleaned, repainted, reflectorized or replaced as necessary to provide adequate visibility and legibility.

3.2 TRAFFIC REGULATIONS

Highway ramps and crossings and approaches to crossings and FDOT rights-of-way used by the Contractor's equipment, shall be kept clear of debris and excavated material resulting from the Contractor's operations.

Ramps shall be constructed approaching and leaving the highway pavement.

The gross weight of each loaded vehicle using roadways and crossing shall not exceed State and local limits. The roadway at the ramp and crossing sites shall be restored to conditions existing before hauling operations started. If the highway pavement has been damaged as a result of the Contractor's operations, the pavement shall be reconstructed to the proper line and grade in conformance with FDOT Specifications .

3.3 TRAFFIC CONTROL STANDARDS

The MUTCD, PART 6 sets forth the basic principles and prescribes minimum standards to be followed in the design, application, installation, maintenance and removal of all traffic control devices and all warning devices and barriers which are necessary to protect the public and workers from hazards within the project limits. The standards established in MUTCD, PART 6 constitute the minimum requirements for normal conditions, and additional traffic control devices, warning devices, barriers or other safety conditions exist.

3.4 CONSTRUCTION SIGNS

Signs shall be furnished, erected, maintained, moved and removed as required and as directed to adequately and safely inform and direct the traveling public. The number of signs indicated in the MUTCD, PART 6 are a minimum and the Contracting Officer may require additional signs.