W912EP20B0015 Amendment 0004.pdf

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 AND HURRICANE PROTECTION PROJECT BEACH RENOURISHMENT - SUNNY ISLES 2020 MIAMI-DADE COUNTY, FLORIDA

A. SEE CONTINUATION SHEET FOR AMENDMENT DETAILS.

B.THE BID DUE DATE REMAINS UNCHANGED AT DECEMBER 23, 2020 @ 2:00 P.M.LOCAL TIME.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

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 W912EP20B0015

X 9B. DATED (SEE ITEM 11)

23-Sep-2020

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

11-Dec-2020

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 PROJECT,

BEACH RENOURISHMENT-SUNNY ISLES 2020

MIAMI-DADE COUNTY, FLORIDA

W912EP-20-B-0015 1 AMENDMENT 0004

SUMMARY OF CHANGES

1. SPECIFICATIONS:

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

Changes to Specifications:

Volume 1 of 2 – Contract Clauses:

ADD Design Authentication Page.

DELETE Bid Sheet 00010 and REPLACE with the attached Bid Sheet 00010.

Volume 2 of 2 – Technical Specifications:

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

DELETE Section 01 52 10 and REPLACE with the attached Section 01 52 10.

DELETE Section 02 22 13 and REPLACE with the attached Section 02 22 13.

DELETE Section 32 93 00 and REPLACE with the attached Section 32 93 00.

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

2. DRAWINGS:

DELETE Sheet C-05 and REPLACE with the attached Sheet C-05.

DELETE Sheet C-06 and REPLACE with the attached Sheet C-06.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

BEACH EROSION CONTROL AND HURRICANE PROTECTION PROJECT

BEACH RENOURISHMENT – SUNNY ISLES 2020

MIAMI-DADE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 BEACH FILL (ESTIMATED QUANTITY) 280,000 CUBIC YARD $____________ $______________

0002 BEACH TILLING (ESTIMATED QUANTITY) 15 ACRE $____________ $______________

0003 CONSTRUCTION/VIBRATION CONTROLS AND

MONITORING JOB $______________

0004 ENVIRONMENTAL SPECIES MONITORING JOB $______________

0005 TURBIDITY MONITORING JOB $______________

0006 CONTRACTING OFFICER'S FIELD OFFICE 12 MONTH $____________ $______________

0007 PARTNERING REGROUP 2 EACH $____________ $______________

0008 LEATHERBACK TURTLE MONITORING 1 DAY $____________ $______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0008) $______________

NOTES:

(1) OFFER MUST PRICE ALL LINE ITEMS. SEE SECTION 00100, "INSTRUCTIONS TO OFFERORS".

(2) BEACH FILL QUANTITY SHOWN IS THE ESTIMATED QUANTITY FOR THE FILL TEMPLATE AND DOES

NOT TAKE COMPACTION INTO CONSIDERATION.

W912EP20B0015 00010A-4 Amendment 0004

W912EP20B0015

Beach Erosion Control and Hurricane Protection Project 2020, Miami-Dade County, Florida

DESIGN AUTHENTICATION

This project was designed by the Jacksonville District, U.S. Army Corps of Engineers.

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

WILLIAM L. REILLY, P.E.

CHIEF, WATERWAYS SECTION

DESIGN BRANCH, ENGINEERING DIVISION

DENNIS J. ZEVENEY, P.E.

CHIEF, GEOSYSTEMS BRANCH

ENGINEERING DIVISION

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

ENGINEERING DIVISION

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

Beach Renourishment-Sunny Isles 2020, Miami-Dade County, Florida

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Construction/Vibration Control and Monitoring (Line Item 0003)

1.4.2 Environmental Species Monitoring (Line Item 0004)

1.4.3 Turbidity Monitoring (Line Item 0005)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Beach Fill (Line Item 0001)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Beach Tilling (Line Item 0002)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Contracting Officer's Field Office (Line Item 0006)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Partnering Regroup (Line Item 0007)

1.5.4.1 Payment

1.5.4.2 Measurements

1.5.4.3 Unit of Measure

1.5.5 Leatherback Turtle Monitoring (Line Item 0008)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1 W912EP20B0015 Amendment 0004

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE

SECTION 01 22 00 Page 2 with the unit JOB and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

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

1.4.1 Construction/Vibration Control and Monitoring (Line Item 0003)

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

EXISTING STRUCTURES.

1.4.2 Environmental Species Monitoring (Line Item 0004)

Payment will be made for all costs associated with and incidental to species monitoring of migratory birds, sea turtles (excluding leatherback sea turtles) and other species as required in Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.4.3 Turbidity Monitoring (Line Item 0005)

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

1.5 UNIT PRICE PAYMENT ITEMS

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

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

Contract unit price multiplied by agreed quantity is full compensation.

SECTION 01 22 00 Page 3

1.5.1 Beach Fill (Line Item 0001)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to barricades and signs, debris removal, excavation and transportation of beach fill, constructing the beach profile and final dressing; noise control; condition surveys; restoration of all access areas to preconstruction condition; and monitoring and reporting turbidity.

See Sections 01 57 20 ENVIRONMENTAL PROTECTION, 01 57 25 TURBIDITY AND DISPOSAL MONITORING, and 35 30 00 BEACH FILL (TRUCK HAUL).

b. In addition to the above, payment will be made for in-place beach fill to the tolerance line indicated on both berm and slope. Payment quantities will be determined by the Government using average end area method of calculation, except in locations where a Construction Baseline (CBL) Points of Intersection (PI) existing between two stations and at the end tapers/transitions. At these two locations, Digital Terrain Model (DTM) surface-to-surface method of calculation shall be used. When beach fill is placed above the slough zone to compensate for wave action, payment will be based on a cut and fill calculation. Survey data in beach template tapers may be collected perpendicular to the toe of fill instead of the CBL based upon angle of taper. Determination shall be made at pre-construction conference. No payment will be made for material placed in excess of the tolerance template A(T) indicated on the drawings.

c. The Government will pay 95 percent (withhold 5 percent) of progress and total payment made under this line item until all access areas have been restored as indicated above. This is not considered retainage under clause PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. This is considered payment withheld for work paid for under this line item which has not been performed. Acceptance of repairs to access routes may be subject to final approval of local permitting authorities.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume

1) are believed to represent accurately the existing conditions at the time the surveys were performed, but the depths and elevations shown thereon may be verified and corrected by elevations and soundings taken before commencing the work. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

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

SECTION 01 22 00 Page 4 responsibility of the Contractor. Monthly partial payments will be based on approximate quantities determined by measurement of the in-place beach fill and in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

c. In accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1, the Government will perform pre- and post-construction topographic survey at 100-foot stations with elevations taken at 10-foot range intervals from the baseline to the toe slope elevation. An additional cross section shall be collected at CBL PI's along a line bisecting the angular difference of lines tangent to the incoming and outgoing CBL and every 50 feet within the end tapers/transitions. In order to achieve final grade in slough zone, Contractor shall place material to final grade within tolerance for entire slope or may stockpile beach fill up-slope of slough zone.

After stockpiled beach fill is measured for payment, the Contractor shall shape slope to within the required and tolerance grades from top of slope to waterline producing a smooth uniform slope. Once post-construction survey is performed, no measurements will be revised except on suspicion of fraud or obvious error.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Beach Tilling (Line Item 0002)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to beach tilling. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 30 00

BEACH FILL.

1.5.2.2 Measurement

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

1.5.2.3 Unit of Measure

Acre.

1.5.3 Contracting Officer's Field Office (Line Item 0006)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of the Contracting Officer's field office including all costs for rent and provision of all services indicated in Section 01 52 10 CONTRACTING OFFICER'S FIELD OFFICE. Costs for such provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

1.5.3.2 Measurement

The basis for payment will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract.

SECTION 01 22 00 Page 5

1.5.3.3 Unit of Measure

Month.

1.5.4 Partnering Regroup (Line Item 0007)

1.5.4.1 Payment

Payment will be made for costs associated with and incidental to conducting a partnering regroup. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.4.2 Measurements

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

1.5.4.3 Unit of Measure

Each.

1.5.5 Leatherback Turtle Monitoring (Line Item 0008)

1.5.5.1 Payment

Leatherback Sea Turtle Nighttime Surveys, when exercised by the Contracting Officer, will be paid for each nightly survey conducted per Section 01 57 20 ENVIRONMENTAL PROTECTION. Leatherback Sea Turtle Nighttime Surveys shall only be utilized when the first leatherback sea turtle crawl is recorded within the project area through November 30th or until completion of the project (whichever is earliest). Payment will be made for costs associated with or incidental to performing leatherback sea turtle nighttime survey activities only upon implementation of this line item. Payment will not be made under this line item unless it is exercised by the Contracting Officer. Payment will only be made for actual nightly surveys required. If performance of this line item is not required or implemented, no payment will be made to the Contractor for this line item and will be fully deducted from the Contract upon Contract completion.

1.5.5.2 Measurement

Leatherback Sea Turtle Nighttime Surveys, if required and implemented as described in Payment above, will be measured and paid for each nightly survey after the first leatherback sea turtle crawl is recorded within the project area.

1.5.5.3 Unit of Measure

Day

SECTION 01 22 00 Page 6

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to PAY ACTIVITIES and establish a link between bid breakdown schedule of values of PAY ACTIVITIES to contract CLINs using SCHEDULE ACTIVITIES data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure ACTIVITY SCHEDULE, FEATURE SCHEDULE, submittal register, and punchlists are all up to date. Use PROGRESS PAYMENTS to REQUREST ACTIVITY for both ACTIVITY EARNINGS data entry page and OTHER EARNING. Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or unbalanced CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Current as-built drawings.

g. Environmental and turbidity reports.

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

3.1.2 Options and Modification CLINS

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

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

-- End of Section --

SECTION 01 22 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 52 10

CONTRACTING OFFICER'S FIELD OFFICE

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 EXISTING UTILITIES

1.4 TEMPORARY SERVICES

PART 2 PRODUCTS

2.1 CONTRACTING OFFICER'S FIELD OFFICE

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Parking

3.1.2 Janitorial Service

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.3 FIELD OFFICE

3.3.1 Portable Office

3.3.2 Office Equipment

-- End of Section Table of Contents --

SECTION 01 52 10 Page 1

SECTION 01 52 10

CONTRACTING OFFICER'S FIELD OFFICE

PART 1 GENERAL

1.1 SUMMARY

This section covers the requirements regarding the Contracting Officer's Field Office. See Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES and Section 01 57 20 ENVIRONMENTAL PROTECTION for requirements including silt control, portable office 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. Services required in this section will be paid for by separate line item (See Section 01 22 00 MEASUREMENT AND

PAYMENT).

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Within 10 calendar days following date of receipt of Notice to Proceed and prior to mobilization to site submit following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Contracting Officer's Field Office

1.3 EXISTING UTILITIES

See Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

1.4 TEMPORARY SERVICES

Furnish following services for Contracting Officer's Field Office:

a. Janitorial service.

b. Lawn service.

c. Waste removal.

d. Pest Control.

e. Potable water by the most economic means available.

f. Phone and internet.

PART 2 PRODUCTS

2.1 CONTRACTING OFFICER'S FIELD OFFICE

Submit supplier or manufacturer scale drawings of office floor plans and site plan for Contracting Officer's Field Office with requirement indicated in paragraph CONTRACTING OFFICER'S FIELD OFFICE below. Provide a portable office in good working condition that has, at a minimum, heat and air conditioning, running water, restroom facilities, a minimum of 600

SECTION 01 52 10 Page 2 square feet, and accommodates equipment required below and IT equipment to be installed by the Government. See paragraph FIELD OFFICE below. A suitable office replacement for the portable office may be accepted at the Contracting Officer's discretion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Install Contracting Officer's Field Office ready for use no later than 30 calendar days after Notice to Proceed.

3.1.1 Parking

Provide Contracting Officer gravel parking spaces at Contracting Officer's Field Office. Place parking signs reserved for use of Contracting Officer and visitors. Maintain these spaces clear of other vehicles. Designate one parking spot with sign for handicap use only.

Comply with all ADA parking requirements for size and accessibility.

3.1.2 Janitorial Service

On a daily basis, restock cleaning supplies and toiletries such as, but not limited to, hand soap, hand sanitizer, paper towels and toilet paper.

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

See Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES. Provide Contracting Officer's Field Office sufficient continuous power and electric supply to assure operation of systems, including computer, light and HVAC. Provide one 20 amp dedicated circuit to support copier/printer location and communications rack located in 6 feet by 6 feet IT/storage closet. Install dedicated circuit wall termination at a central location where Government equipment will be installed.

3.3 FIELD OFFICE

Supply and maintain lockable field office separate from Contractor for use by Contracting Officer.

3.3.1 Portable Office

a. An all metal exterior, sides and roof; double-insulated walls, floor, and roof; self-contained, built-in heat and air conditioning; and 110 volt wall outlets.

b. Security guard screens, screens, and blinds for all windows.

c. Toilet facility -- A separately enclosed room properly ventilated and complying with applicable sanitary codes including hot and cold running water and operable flush type toilet.

d. Installed during site mobilization.

e. Make the portable office handicap accessible and comply with all ADA requirements.

f. Portable office must have offices, on each end, with a central meeting area in between. Provide lockable individual offices.

SECTION 01 52 10 Page 3

g. Prewire portable office with network and phone drops in each office and the main conference area. Coordinate with the Contracting Officer the quantity and location of drops. Install network drops using Cat6, plenum cable from POTS terminal block in office IT closet to the end user/device locations, to include a Cat6 24 port patch panel with wall mounting brackets, and any necessary conduit boxes, face plates and jacks for a complete cable installation. Install phone drops standard cabling to support any telephony required (to include POTS, VOIP, Centrix or other similar system) and plenum cable from the office IT closet to the end user/device locations. Include pre-wiring with 2 inch conduit and CAT6 wire from the DMARK (utility pole) to the CSU/DSU location (inside the 6'x6' IT/Storage Closet). If the Telco or other telephony/network access provider positions their access point (or DMARK) in a different location, provide all cabling necessary to connect to the trailer cable plant. Locate portable office within 100 feet of utility services (telephony/network communications provider) location. Provide infrastructure to connect to the nearest services (i.e. install additional pole and services), if there are no such utilities within 100 feet. Install trailer to meet all federal, state and local codes, and applicable IT standards.

Connect the trailer cabling for phones and network to whatever handoff the telephony/network service provider provides regardless of technology.

h. Tie down office trailer per local wind and building codes.

3.3.2 Office Equipment

Provide following furnishings:

2 - Office desks with five lockable drawers (60 inches by 30 inches, laminated top), swivel chair and power strip for each (desks should be designed for use with PCs).

1 - Conference Table with ten chairs.

1 - 16-unit first aid kit, wall mounted.

1 - Fire resistant, four drawer, legal size lockable filing cabinet.

- Five drawer, letter size lockable filing cabinets.

1 - Table to support FAX and printer.

2 shelf sets - Four shelves high by 12 inches deep by 3 feet long

(attachable to wall).

1 - 3' x 6' Cork Bulletin Boards.

1 - 3' x 6' Dry Erase Boards.

2 - 13-gallon waste baskets, one for each office and bathroom, and 2 in central meeting room.

1 - Plan Table installed in a location directed by the Contracting Officer

(may be built in) with a minimum working surface of 4 feet by 6 feet, and draftsman stool.

1 - Vertical filing plan rack sufficient for full size contract drawings.

1 - 24" x 24" x 3/4" piece of fire-retardant backboard to be installed in the 6' x 6' IT/storage closet.

1 - Wall mount rack enclosure closet, 10 U (Unit), 19" deep, locking on all sides (Example: Tripp Lite-SRW10US or equal as approved by the Contracting Officer).

1 - 7-cubic foot refrigerator.

1 - 1.5-cubic foot microwave oven.

1 - Boot scrappers.

-- End of Section --

SECTION 01 52 10 Page 4

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 22 13

VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PERSONNEL QUALIFICATIONS

1.2.1 Vibration Control Specialist

1.2.2 Vibration Monitoring Technician(s)

1.2.3 Structural Inspection/Evaluation Engineer

1.2.4 Organizational Changes

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 VIBRATION CONTROL PROGRAM

3.2 PRE-CONSTRUCTION STRUCTURAL SURVEY

3.3 VIBRATION CONTROL PLAN

3.4 DAILY INSTRUMENT LOGS

3.5 VIBRATION MONITORING REPORT

3.6 POST-CONSTRUCTION STRUCTURAL SURVEY

-- End of Section Table of Contents --

SECTION 02 22 13 Page 1

SECTION 02 22 13

VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

PART 1 GENERAL

1.1 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:

SD-01 Preconstruction Submittals

Vibration Control Specialist ; G, DO

Vibration Control Specialist Alternate ; G, DO

Vibration Monitoring Technician(s) ; G, DO

Structural Inspection/Evaluation Engineer ; G, DO

Pre-Construction Structural Survey ; G, DO

Vibration Control Plan ; G, DO

SD-06 Test Reports

Vibration Monitoring Report

Daily Instrument Logs

Post-Construction Structural Survey ; G, DO

1.2 PERSONNEL QUALIFICATIONS

Submit qualifications for the Vibration Control Specialist, Vibration Control Specialist Alternate, Vibration Monitoring Technician(s), and Structural Inspection/Evaluation Engineer within 30 calendar days after Notice to Proceed.

1.2.1 Vibration Control Specialist

The Vibration Control Specialist must have a background in structural and/or geotechnical engineering, have a minimum of three years of demonstrated experience in vibration monitoring and related work, and be a registered professional engineer or registered professional geologist.

The alternate may serve in the event of the Vibration Control Specialist's absence. The requirements for the Vibration Control Specialist Alternate are the same as for the Vibration Control Specialist.

Periods of absence must not exceed one week at any one time and not more than fifteen workdays during a calendar year.

SECTION 02 22 13 Page 2

Designate the Vibration Control Specialist and the Vibration Control Specialist Alternate in the Vibration Control Plan.

1.2.2 Vibration Monitoring Technician(s)

Personnel responsible for operation, maintenance and calibration of seismographs must have a minimum of three years of demonstrated experience in vibration monitoring and related work.

1.2.3 Structural Inspection/Evaluation Engineer

Structural inspections must be performed by professional structural engineers registered in the State of Florida with a minimum of three years of demonstrated experience in structural condition inspections. The Structural Inspection Engineer shall be responsible for pre-construction and post-construction structural surveys. Designate the Structural Inspection Engineer in the Vibration Control Plan.

1.2.4 Organizational Changes

Resubmit qualifications in accordance with paragraph PERSONNEL QUALIFICATIONS above, when changes are made to personnel.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 VIBRATION CONTROL PROGRAM

Implement a program that protects existing structures from damages that result from construction equipment operations and vibrations. The purpose of the program is to avoid damages and potential claims that allege damages were caused by construction activities. Document pre-existing conditions, to avoid damaging existing structures that were determined to be susceptible to vibration damage and to avoid damaging existing structures that were not determined to be susceptible to vibration damage;

related responsibilities include inspection, damage claims, and work stoppage that results from monitoring.

Refer to Clauses PERMITS AND RESPONSIBILITIES and PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES AND IMPROVEMENTS of Section 00700 CONTRACT CLAUSES in Volume 1 of this contract that define the Contractor's responsibilities. Process any claim arising from the construction operation; in particular, all property damage claims shall be acknowledged by the Contractor (or his agent) immediately, and the claimed damage inspected within 30 calendar days following initial notification, and processed to a conclusion (honored, denied, or compromised) within 90 calendar days after completion of the contract; but, in no case shall the claim(s) remain unresolved for a period exceeding six months.

3.2 PRE-CONSTRUCTION STRUCTURAL SURVEY

Submit one hard copy and one soft copy of the of the Pre-Construction Structural Survey within 45 calendar days after Notice to Proceed and prior to mobilization of equipment.

Inspect existing structures within 200 feet from the beach fill limit as to their potential susceptibility to vibration damage from construction

SECTION 02 22 13 Page 3 equipment induced ground vibration. Visible structural and/or cosmetic damage to buildings, exterior walls, foundations, decks, pools, bulkheads and seawalls shall be documented by photographs, sketches, and field notes.

Factors to consider in determining potential susceptibility shall include but not be limited to: foundation design; foundation conditions; soils testing data; changes in structural loads and local water levels due to beach fill placement; structural condition including construction materials; past damage history and existing stresses, magnitude, frequency, and duration of predicted vibrations from construction equipment and distance from fill placement.

Inspect all existing structures that are determined to be vibration sensitive. Any damage found shall be documented thoroughly by photographs (supplemented with video as necessary), sketches of visible structural and/or cosmetic damage, and field notes. Photographs shall be at least 3-by 5-inch (or digital) and shall provide a detailed visual explanation of the damage. Include a reference scale in each close-up photograph.

Sketches shall show the general damage location and extent. All inspection items shall be indexed and cross-referenced and shall use the stationing and locations shown on the contract drawings. Include hotel/motel names and addresses where applicable. Structural damage shall be additionally documented by measuring crack or damage size, width, and length. Every effort shall be made to inspect and document the condition of the building's interior where the building has been determined to be extremely susceptible to vibration damage. Structure(s) determined not to be susceptible to vibration damage shall be noted as such.

3.3 VIBRATION CONTROL PLAN

Submit one hard copy and one soft copy of the Vibration Control Plan within 45 calendar days after Notice to Proceed and prior to mobilization of equipment. The plan must include, but not be limited to, the following:

a. List of structures that are susceptible to vibration damage.

b. Number of monitors (seismographs) required for the project and location of monitors that will operate simultaneously in each work area.

c. Calibration data for each seismograph that will be used for the project. Calibrations shall be current, not older than one year, and follow the manufacturer's recommended procedures.

d. List of methods and procedures to reduce ground vibrations induced by construction activities to below the pre-determined maximum allowable vibration level for the designated vibration sensitive structure(s);

i.e., reducing equipment speed, changing fill placement method, reducing equipment size, and using manual labor.

e. Plan for each work area showing the proposed construction equipment in the area, the description of susceptible structure(s) in the work area, monitors in the work area, and the list of methods and procedures in subparagraph d. above.

f. The minimum safe working distance that vibration producing equipment may operate from each vibration sensitive structure(s).

g. The maximum allowable ground vibration level that is permissible

SECTION 02 22 13 Page 4 without causing threshold damage to each vibration sensitive structure(s).

h. Frequency of instrument maintenance/inspection by the Vibration Control Specialist. Frequency shall not be greater than every 48 hours.

Use the results of the Pre-Construction Structural Survey to develop the Vibration Control Plan. The Plan shall include procedures to monitor vibration sensitive structures, adjust daily mobilization and demobilization activities, and alter fill placement operations. The Plan shall include the appropriate tolerable ground vibration level for each structure that has been determined to be susceptible to vibration damage.

Should ground vibrations equal or exceed the pre-determined maximum vibration level(s), construction operations shall be halted and corrective measures taken in accordance with the approved Plan.

The minimum safe working distance that vibration producing equipment may operate from each vibration sensitive structure shall be documented in the Plan.

The maximum allowable ground vibration level that is permissible without causing threshold damage to each vibration sensitive structure shall be documented in the Plan. Threshold damage is defined as the occurrence of cosmetic damage.

Each seismograph shall have the capability to measure peak particle velocity and frequency and shall be equipped with an alarm system to alert the Vibration Control Specialist that ground vibrations are approaching the maximum tolerable ground vibration level. Seismographs shall record measurements 24 hours a day, 7 days a week. Seismographs shall be installed and shall be properly working prior any construction activities, including mobilization and demobilization of all construction equipment, and fill placement operations.

The Contractor's personnel responsible for implementation of the Plan is hereinafter called Vibration Control Specialist. The Vibration Control Specialist shall be on the site during mobilization, demobilization and operation of fill placement equipment. The Contractor's personnel responsible for implementation of the Plan is hereinafter called Vibration Control Specialist. The Vibration Control Specialist shall be on the site during mobilization and demobilization of all construction equipment; and during the fill placement operations that can affect the vibration sensitive structures (as defined in paragraph PRE-CONSTRUCTION STRUCTURAL SURVEY above). When the construction activities do not involve any vibration sensitive structure, the Vibration Control Specialist may choose not to be on site. However, seismographs used for the 24/7 monitoring shall be capable of 24-hour real time notifications capable of being sent directly to the Vibration Control Specialist and Vibration Control Technicians. Ground vibrations shall be kept in allowable levels to avoid damaging existing structures that were determined to be susceptible to vibration damage, and to avoid damaging existing structures that were not determined to be susceptible to vibration damage.

3.4 DAILY INSTRUMENT LOGS

Submit the Daily Instrument Logs every two weeks for compliance with the requirements below. Submit the Daily Instrument Logs and the Vibration Monitoring Report concurrently.

SECTION 02 22 13 Page 5

The Contractor's personnel responsible for implementation of the Plan is hereinafter called Vibration Control Specialist. The Vibration Control Specialist shall be on the site during mobilization and demobilization of all construction equipment; and during the fill placement operations that can affect the vibration sensitive structures (as defined in paragraph PRE-CONSTRUCTION STRUCTURAL SURVEY above). When the construction activities do not involve any vibration sensitive structure, the Vibration Control Specialist may choose not to be on site. However, seismographs used for the 24/7 monitoring shall be capable of 24-hour real time notifications capable of being sent directly to the Vibration Control Specialist and Vibration Control Technicians. Ground vibrations shall be kept in allowable levels to avoid damaging existing structures that were determined to be susceptible to vibration damage, and to avoid damaging existing structures that were not determined to be susceptible to vibration damage.

Daily instrument logs shall document satisfactory performance of the equipment during monitoring periods. Strip charts shall be documented daily with monitoring station number, date, technician signature, and instrument serial number.

3.5 VIBRATION MONITORING REPORT

Submit a Vibration Monitoring Report every 2 weeks for compliance with the requirements below. Submit the Vibration Monitoring Report and the Daily Instrument Logs concurrently.

The monitoring report shall detail the daily activities of the vibration monitoring program. This report shall include, but not be limited to, locations of monitoring equipment; instrument serial number; date and times of readings; magnitude of vibration levels; a sketch and photograph (3- by 5-inch) of each monitoring station showing the relationship of the monitor to vibration sensitive structures; daily instrument logs;

instructions transmitted to the Contractor's personnel regarding the modification or stoppage of work operations to keep vibrations below the allowable levels; description of complaint(s); and, any other information pertinent to the vibration monitoring program.

3.6 POST-CONSTRUCTION STRUCTURAL SURVEY

Submit one hard copy and one soft copy of the Post-Construction Structural Survey within 15 calendar days after completion of the inspection. Submit the Post-Construction Structural Survey for compliance with the requirements below.

Immediately after completion of work, conduct a post-construction inspection of the structures previously inspected under the Pre-Construction Structural Survey. Documentation procedures shall be identical to those performed under the Pre-Construction Structural Survey. Changes or deviations from the pre-construction inspection conditions in any structure shall be identified and described in the inspection documentation. All citizen complaints and remedies that occurred during the placement of beach fill shall be summarized and included in the report.

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SECTION 02 22 13 Page 6

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 93 00

COASTAL VEGETATION PLANTING

PART 1 GENERAL

1.1 SCOPE

1.2 SUBMITTALS

1.3 ORDER OF WORK

PART 2 PRODUCTS

2.1 COASTAL VEGETATION

2.2 Coastal Vegetation

2.2.1 Liners

2.2.2 Number of Seeds Per Liner

2.2.3 Micropropagation

2.3 PLANT PREPARATION

2.4 PLANT SIZE, AGE, AND CONDITION

2.4.1 Plant Size

2.4.2 Plant Age

2.4.3 Number of Planting Units Delivered

PART 3 EXECUTION

3.1 PLANTING METHOD REQUIREMENTS

3.2 PLANTING DEPTH AND SPACING

3.2.1 Planting Unit Spacing

3.3 SOIL AMENDMENTS

3.3.1 Fertilizer

3.3.2 Water

3.3.2.1 Source of Water

3.3.2.2 Irrigation

-- End of Section Table of Contents --

SECTION 32 93 00 Page 1

SECTION 32 93 00

COASTAL VEGETATION PLANTING

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all labor, plants, equipment, and materials, and performing all operations in connection with planting as it pertains to impacted areas. See subparagraph "Existing Vegetation" of Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

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:

SD-02 Shop Drawings

Watering Plan

Submit plan for watering the plants and an itemized list of equipment that will be used during watering operations.

SD-03 Product Data

Coastal Vegetation

Before delivery, submit the plant names of all proposed coastal vegetation.

SD-07 Certificates

Certificates of Compliance

Before delivery, submit certificates of compliance that the materials meet the required specification.

1.3 ORDER OF WORK

Coastal vegetation planting shall follow completion of beach fill placement. Replace in kind impacted plants or replace with native coastal vegetation in any areas impacted by project work in access and work areas.

PART 2 PRODUCTS

2.1 COASTAL VEGETATION

Acceptable native coastal vegetation include, but are not limited to, species listed at the following web address:

http://www.dep.state.fl.us/BEACHES/publications/pdf/RecBch&DunePlants.pdf

SECTION 32 93 00 Page 2

Coastal vegetation selected shall match the existing vegetation adjacent to the planting location.

2.2 Coastal Vegetation

2.2.1 Liners

All plant materials shall be grown in multi-well trays (liners) not to exceed a size of approximately 1.5 inches wide by 1.5 inches long and not less than 2.5 inches in depth.

2.2.2 Number of Seeds Per Liner

The number of seeds placed in each liner will be determined through germination experiments by the Contractor such that deliverable, viable planting units with at least two emergent stems are produced. Planting units with fewer than two stems will not be accepted. Prior to shipping, roots should fill the entire volume of the liner, but should not be root bound.

2.2.3 Micropropagation

Planting units grown from approved sources via micropropagation techniques may be accepted. Plants produced from cuttings or the division of larger plants may be used if the material is derived from Florida Panhandle sources and meets all of the specifications for seed-producing planting units. However, planting units derived from micropropagation techniques shall not exceed 25% of the total number of planting units delivered.

2.3 PLANT PREPARATION

The root ball shall be properly moistened to prevent desiccation. All planting units shall be handled, packed, transported, and stored at the installation site in such a manner as to ensure protection against desiccation, thermal stress, disease, or physical damage. Planting units deemed to have been improperly handled, packed, transported, or stored will be rejected by the Contracting Officer.

2.4 PLANT SIZE, AGE, AND CONDITION

2.4.1 Plant Size

Planting units shall be no less than 8 inches, and no more than 16 inches in height, as measured from the top of the root ball to the apical meristem. The Contracting Officer will reject any plants not meeting these size constraints.

2.4.2 Plant Age

Deliverable planting units shall be 90 days to 120 days old, as measured from the approximate time of germination. The Contracting Officer may reject planting units younger or older than this specification.

2.4.3 Number of Planting Units Delivered

Planting units delivered to the work site shall be contained in consistent, accessible, and uniform packing materials, such as waxed boxes. Each box delivered to a work site will be subject to planting unit

SECTION 32 93 00 Page 3 inspection and counting. A standard number of within-specification planting units (e.g., 500 per box) for the packaging will be established before the Contracting Officer will accept the delivery of planting units to the work site. The Contracting Officer will reject boxing of planting units, which contain fewer than the established standard number of within-specification planting units. If more than one box is found to contain fewer than the established standard planting unit count, all boxes of plants delivered to the work site with the substandard boxes will be rejected. Boxes of planting units found to contain more than the standard number of planting units will be considered to contain only the standard number of planting units per box.

PART 3 EXECUTION

3.1 PLANTING METHOD REQUIREMENTS

a. All coastal vegetation planting activities shall be conducted by hand and only during daylight hours.

b. No use of heavy equipment shall occur on the dunes or seaward for planting purposes. A lightweight (all-terrain type) vehicle with tire pressure of 10 psi or less may be used for this purpose.

3.2 PLANTING DEPTH AND SPACING

All planting units shall be installed at a minimum depth of 6 inches, as measured from the top of the root bell to the sand surface. The Contracting Officer will reject plants not installed at or below this depth. Planting units which are out-of-specification with regard to the provisions of this planting unit depth specification shall be planted solely at the Contractor's risk, and will be subject to all of the survival criteria and warranty provisions detailed…