B.08.03 Amendment 0001, IWW Palm Valley.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

Intracoastal Waterway Jacksonville to Miami – Maintenance Dredging, 12-Foot Project, Palm Valley, North Reach St. Johns County, Florida

A. See Continuation Sheet for Amendment Details B. Bid Opening Date of 19 July 2021, remains unchanged

1. CONTRACT ID CODE PAGE OF PAGES

J 1 42

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 W912EP21B0010

X 9B. DATED (SEE ITEM 11)

17-Jun-2021

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

28-Jun-2021

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

Intracoastal Waterway Jacksonville to Miami – Maintenance Dredging, 12-Foot

Project, Palm Valley, North Reach St. Johns County, Florida

SUMMARY OF CHANGES

1. SPECIFICATIONS:

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

DELETE Section 00010A and REPLACE with the attached revised Section 00010A.

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

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

DELETE Section 35 20 23 and REPLACE with the attached revised Section 35 20 23.

2. DRAWINGS: No change to drawings.

(End of Summary of Changes)

W912EP21B0010 2 Amendment 0001

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI - MAINTENANCE DREDGING,

12-FOOT PROJECT, PALM VALLEY, NORTH REACH,

ST. JOHNS COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION JOB $_______________

0002 EXCAVATION, UNCLASSIFIED 658,000 CUBIC YARD $___________ $_______________

(SEE NOTE 4)

0003 TURBIDITY MONITORING JOB $_______________

0004 ENVIRONMENTAL SPECIES MONITORING JOB $_______________

0005 LIABILITY INSURANCE JOB $_______________

0006 STANDBY TIME (SEE NOTE 5) 24 HOUR $___________ $_______________

0007 PARTNERING REGROUP 1 EACH $___________ $_______________

0008 WEIR BOARDS 100 EACH $___________ $_______________

0009 OFFICE SPACE FOR GOVERNMENT PERSONNEL 7 MONTH $___________ $_______________

TOTAL BASE BID (LINE ITEMS 0001 THROUGH 0009 8) $_______________

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

(2) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS (SF 1442, SECTION 00010A, SECTION 00101, AND BID GUARANTEE) COULD RENDER YOUR BID NON-RESPONSIVE. SEE PARAGRAPH 999.214-4018 (SECTION 00100).

(3) ALL SPECIFICATION REFERENCES TO LUMP SUM MUST APPLY TO LINE ITEMS INDICATING "JOB" AS THE UNIT.

(4) INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTMATED TO OCCUR BETWEEN DATES

OF SURVEYS SHOWN ON DRAWINGS AND DREDGING.

(5) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER. STANDBY TIME WILL BE UTILIZED ONLY DUE TO ENDANGERED SPECIES

CONCERNS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS

DETERMINED BY THE CONTRACTING OFFICER. REQUIREMENTS FOR WORK STOPPAGES, DELAYS, OR OTHER IMPACTS ASSOCIATED WITH COMPLIANCE WITH SECTION 01 57 20 ENVIRONMENTAL PROTECTION

ARE NOT PAID FOR UNDER THIS LINE ITEM. STANDBY TIME IS NOT AFFORDED FOR DELAYS

CAUSED BY ADVERSE WEATHER CONDITIONS OR IMPROPER OPERATIONAL PROCEDURES.

PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER.

W912EP-21-B-0010 00010A-1 Amendment 0001

IWW Jacksonville to Miami - MD 12-Foot Project, Palm Valley, North Reach

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

07/20

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Item 0003)

1.4.3 Environmental Species Monitoring (Line Item 0004)

1.4.4 Liability Insurance (Line Item 0005)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Standby Time (Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Partnering Regroup (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Weir Boards (Line Item 0008)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 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 W912EP21B0010 Amendment 0001

SECTION 01 22 00

MEASUREMENT AND PAYMENT

07/20

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.

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying

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

SECTION 01 22 00 Page 2 days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Request for Progress Payment ; 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 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, must be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed must 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 Mobilization and Demobilization (Line Item 0001)

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

1.4.2 Turbidity Monitoring (Line Item 0003)

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

1.4.3 Environmental Species Monitoring (Line Item 0004)

Payment will be made for costs associated with and incidental to environmental species monitoring. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.4.4 Liability Insurance (Line Item 0005)

Payment will be made for the cost associated with the ten million dollar

SECTION 01 22 00 Page 3

($10,000,000) aggregate property damage liability insurance policy; five million dollars ($5,000,000) property insurance policy per occurrence (per location). This policy must meet all the requirements of FAR 52.228-5 in Section 00700 and paragraph 999.228-4000 in Section 00800 SPECIAL CONTRACT

REQUIREMENTS.

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 must 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.

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

a. Payment will be made for costs associated with and incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; debris removal; and monitoring sea turtles. See Sections 35 20 23 DREDGING and 01 57 20 ENVIRONMENTAL PROTECTION.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term AREA DESIGNATED BY THE CONTRACTING OFFICER as used in the CONTINUITY OF WORK paragraph, is defined as ACCEPTANCE SECTION.

c. Hydrographic surveys for final measurement and payment and for acceptance will be made by the Government. All surveys will be performed in accordance with USACE EM 1110-2-1003 . Survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected by soundings taken before dredging. 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. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place. The volume computed must be between the bottom surface shown by soundings taken within 3 weeks before dredging and the bottom surface shown by the

SECTION 01 22 00 Page 4 soundings taken within 2 weeks after the work specified in each acceptance section has been completed. Provide 3 weeks advance notice, in writing, to the Contracting Officer of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity must include the volume within the limits of the side slopes described in subparagraph SIDE SLOPES of paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES of Section 35 20 23 DREDGING, less any deductions that may be required for misplaced material described in subparagraph MISPLACED MATERIALS of paragraph DISPOSAL OF EXCAVATED MATERIAL of Section 35 20 23

DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Standby Time (Line Item 0006)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to standby of dredge plant only upon implementation of this line item. Standby time is defined as when the dredge plant is not in operation at the direction of the Contracting Officer. Standby time must be utilized only due to endangered species concerns, differing site conditions, security operations or other conditions as determined by the Contracting Officer.

Requirements for work stoppages, delays, or other impacts associated with compliance with Section 01 57 20 ENVIRONMENTAL PROTECTION are not paid for under this line item. Standby time is not afforded for delays caused by adverse weather conditions or improper operational procedures. Payment will only be made for actual standby time required by the Contracting Officer.

1.5.2.2 Measurement

Standby time, when exercised by the Contracting Officer, will be measured for payment by each hour, or part thereof, that the plant is not in operation. Standby time will not be provided for the initial 24-hour period following an endangered or threatened species take. Standby time will not be provided for the required temporary cessation of work due to the presence of endangered or threatened species in proximity to equipment as identified within Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.3 Unit of Measure

Hour.

1.5.3 Partnering Regroup (Line Item 0007)

1.5.3.1 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.

1.5.3.2 Measurement

The basis for payment will be for the completion of each partnering

SECTION 01 22 00 Page 5 regroup meeting and Government receipt of all completed work products.

1.5.3.3 Unit of Measure

Each.

1.5.4 Weir Boards (Line Item 0008)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to furnishing all materials, equipment, and labor required to meet contract requirements applicable to the manufacturing of field-cut weir riser boards. The contractor will not be allowed payment for withdrawn, broken, or rejected weir riser boards (except for control test weir riser boards).

1.5.4.2 Measurement

Measurement will be made by the quantity of weir riser boards installed.

1.5.4.3 Unit of Measure

Each.

1.5.5 Office Space for Government Personnel (Line Item 0009)

1.5.5.1 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.

1.5.5.2 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.

1.5.5.3 Unit of Measure

Month.

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, SECTION 01 22 00 Page 6 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. QA/QC deficiency tracking list.

e. Environmental 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

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

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

-- End of Section --

SECTION 01 22 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

07/20

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PRECONSTRUCTION REQUIREMENTS

1.4.1 Mobilization/Demobilization Plan

1.4.2 Security Plan

1.4.3 Vegetation Protection and Restoration Plan

1.4.4 Documentation of Existing Conditions and Post Construction

Restoration

1.4.5 Construction Drawings

1.5 EXISTING UTILITIES

1.5.1 Water

1.5.2 Electricity

1.6 WORK AND ACCESS DATA

1.6.1 Staging and Access Areas

1.6.2 Contractor Responsibilities

1.7 ADJACENT PROPERTY AND STRUCTURES

PART 2 PRODUCTS

2.1 CONTRACTOR'S TEMPORARY FACILITIES

2.2 TEMPORARY SIGNAGE

2.2.1 Bulletin Board

2.2.2 Project Identification and Safety Signs

2.2.3 Construction Forms and Details

2.2.4 Warning Signs

2.2.5 Haul Road Traffic and Construction Warning Signs

2.3 TEMPORARY TRAFFIC CONTROL

2.3.1 Haul Roads

2.3.2 Barricades

2.4 TEMPORARY FENCING

2.4.1 Polyethylene Mesh Safety Fencing

2.4.2 Chain Link Panel Fencing

2.4.3 Post-Driven Chain Link Fencing

2.5 TEMPORARY WIRING

2.6 STORAGE CONTAINERS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Identification of Employees

3.1.2 Employee Parking

3.1.3 Onsite Information

3.1.4 Janitorial Services

SECTION 01 50 02 Page 1

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Lighting

3.2.2 Heating and Cooling

3.2.3 Water

3.2.4 Fire Extinguisher

3.2.5 Utility Lines

3.2.6 Electric Power

3.3 PROTECTION AND MAINTENANCE OF TRAFFIC

3.4 MAINTENANCE OF HAUL AND ACCESS ROADS

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Contractor Field Office

3.5.1.1 Office Space for Government Personnel

3.5.2 Appearance of Trailer(s)

3.5.3 Storage Area

3.5.3.1 Maintenance of Storage Area

3.5.4 Waste Storage

3.5.5 Fuel Storage and Fueling Operations

3.6 SECURITY PLAN

3.6.1 Visitors

3.7 CLEANUP

3.8 RESTORATION OF STORAGE AREA

-- End of Section Table of Contents --

SECTION 01 50 02 Page 2

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

07/20

PART 1 GENERAL

1.1 SUMMARY

In addition to Construction Facilities this Section covers:

Temporary Utilities Construction Aids Vehicular Access and Parking Project Identification

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

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

(1) Contractor Offices

(2) Information Bulletin Board

(3) Material and Equipment Storage Area

(4) Fueling Area

(5) Secured Storage Area

(6) Employee Parking Area

(7) Debris Container (dumpster)

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

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

(1) Water

(2) Electric

(3) Sewage

(4) Communications

(i) Telephone

(ii) Internet (10 Mbps or higher speed)

(5) Lighting

1.2 REFERENCES

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

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

FDOT Specifications Standard Specifications for Road and Bridge Construction (Latest Annual Edition)

SECTION 01 50 02 Page 3

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 1-3 2020; TIA 20-1; TIA 20-2;

TIA 20-3; TIA 20-4; TIA 20-5; TIA 20-6;

TIA 20-7; TIA 20-8; TIA 20-9) National Electrical Code

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan ; G, RO

Security Plan ; G, RO

Vegetation Protection and Restoration Plan ; G, DO

Documentation of Existing Conditions and Post Construction Restoration ; G, RO

SD-02 Shop Drawings

Contractor's Temporary Facilities

Temporary Electric Drawings

Construction Drawings ; G, RO, DO

1.4 PRECONSTRUCTION REQUIREMENTS

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

1.4.1 Mobilization/Demobilization Plan

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

a. Mobilization Requirements:

(1) Methods, equipment and materials

(2) Connection of utilities

(3) Placement of site facilities and temporary controls

SECTION 01 50 02 Page 4

(4) Construction of facilities

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

(1) Collection, recycle and disposal of solid waste

(2) Contract-generated material

(3) Utility disconnection

(4) Removal of Contractor facilities

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

1.4.2 Security Plan

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

a. Day and night security

b. Weekend and holiday security

c. General security duties

1.4.3 Vegetation Protection and Restoration Plan

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

1.4.4 Documentation of Existing Conditions and Post Construction Restoration

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

Provide the following at all access sites and staging areas to be used:

a. Photo-document the condition of all such areas prior to disrupting the site. Include a description of each picture taken.

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

c. Replace any fencing, signage, curbing, or any other structural features disturbed by the Contractor's activities.

d. Restore and revegetate the access route with native dune plants to the preexisting conditions, subject to the approval of the Contracting Officer. Provide revegetation of access and staging areas with sod (non-dune areas) or viable plant units (dune areas) at 18-inch maximum spacing with species and diversity equivalent to preexisting conditions. Include a survival warranty of 90 percent of the plant material for 90 days for revegetation. Install vegetation with fertilization and irrigation, or with initial irrigation, SECTION 01 50 02 Page 5 fertilization and approved water-absorbent polymeric gels, at no additional expense to the Government. Replace shrubs and trees to preexisting conditions per the requirements of Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.4.5 Construction Drawings

Prepare and furnish PDF format Construction Drawings for approval at least 30 calendar days before work on the applicable feature is commenced.

Prepare construction drawings in accordance with the paragraph SUBMITTAL PROCEDURES of Section 01 33 00 SUBMITTAL PROCEDURES, and consisting of the following features:

a. Plant Layout. Submit drawings for the structure area to show plant layout, storage/area yards, shops, offices, concrete batching and mixing plant location, access and haul roads, and other pertinent features. Show the general features of the aggregate processing plant; aggregate transporting, storage and reclaiming facilities;

aggregate rinsing and dewatering plant, if required; coarse aggregate rescreening plant, if required; concrete conveying and placing plant;

and, when precooling of concrete is required, the cooling plant on the drawings. Appropriately show the capacity of each major feature of the plant including the rated capacity of the aggregate production plant in tons per hour of fine and coarse aggregates; rated capacity of the aggregate transporting, storage and reclaiming facilities;

volume of aggregate storage; capacity of cement and pozzolan storage;

rated capacity of the concrete batching and mixing plant in cubic yards per hour; rated capacity of the concrete transporting and placing plant in cubic yards per hour; and, when used, rated capacity of plant for precooling of concrete.

1.5 EXISTING UTILITIES

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

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

1.5.1 Water

In addition to the above, provide and maintain an adequate supply of water for construction use at no additional cost to the Government. Install and maintain necessary supply connections and piping for same, but only at such locations and in such manner as may be approved by the Contracting Officer. Provide and maintain temporary toilet and washing facilities.

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

1.5.2 Electricity

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

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

SECTION 01 50 02 Page 6

1.6 WORK AND ACCESS DATA

1.6.1 Staging and Access Areas

Obtain and coordinate staging areas and submit for Contracting Officer's approval. Access areas are shown on the contract drawings for the Contractor's use. The Contracting Officer will field-determine the final limits of the access areas indicated on the drawings in coordination with the Local Sponsor and the Contractor. Investigate and obtain any additional areas which may be necessary for construction operations at the Contractor's expense. The additional areas will be subject to the approval of the Contracting Officer.

1.6.2 Contractor Responsibilities

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

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

1.7 ADJACENT PROPERTY AND STRUCTURES

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

PART 2 PRODUCTS

2.1 CONTRACTOR'S TEMPORARY FACILITIES

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

a. Trailer locations

b. Parking areas

c. Material storage

d. Equipment lay down area

e. Areas for gravel

f. Fuel areas

g. Supplemental or other staging area

h. Temporary well, water supply

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

j. Contaminated water handling

k. Concrete cleaning area and methods of disposal

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

m. Utilities (poles, connections and services)

n. Explosives storage

SECTION 01 50 02 Page 7

2.2 TEMPORARY SIGNAGE

2.2.1 Bulletin Board

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

GOVERNMENTAL SAFETY REQUIREMENTS.

2.2.2 Project Identification and Safety Signs

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

2.2.3 Construction Forms and Details

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

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

2.2.4 Warning Signs

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

2.2.5 Haul Road Traffic and Construction Warning Signs

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

2.3 TEMPORARY TRAFFIC CONTROL

During construction, provide access and temporary relocated roads as necessary to maintain traffic. Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Install measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, as required by the State

SECTION 01 50 02 Page 8 and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Limit the interface between the Contractor's traffic on roads selected for hauling material to and from the site with public traffic. Investigate the adequacy of existing roads and the allowable load limit on these roads. Repair any damage to roads caused by construction operations.

2.3.1 Haul Roads

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

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

Location, grade, width, and alignment of construction, and hauling roads area subject to approval by the Contracting Officer. Provide adequate lighting to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.3.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.4 TEMPORARY FENCING

Provide fencing along the construction site and at all open excavations and tunnels to control access by unauthorized personnel. Provide highly visible safety fencing to be seen by pedestrians and vehicular traffic.

Specific fencing requirements are as described herein. All fencing will meet the requirements of EM 385-1-1 .

2.4.1 Polyethylene Mesh Safety Fencing

Temporary safety fencing must be a high visibility orange colored, high density polyethylene grid, a minimum of 48 inches high and maximum mesh size of 2 inches. Extend fencing from the grade to a minimum of 48 inches above the grade and be tightly secured to T-posts spaced as necessary to maintain a rigid and taut fence. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.4.2 Chain Link Panel Fencing

Temporary panel fencing must be galvanized steel chain link panels 6feet high. Multiple fencing panels may be linked together at the bases to form long spans as needed. Weight down each panel base using sand bags or other suitable materials in order for the fencing to withstand anticipated winds while remaining upright. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

SECTION 01 50 02 Page 9

2.4.3 Post-Driven Chain Link Fencing

Temporary post-driven fencing must be galvanized chain link fencing 6 feet high supported by a tightly secured to galvanized steel posts driven below grade. Locate fence posts on minimum 10 foot centers. Posts may be set in various surfaces such as sand, soil, asphalt or concrete as necessary.

Chain link fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection. Completely remove fencing and posts at the completion of construction. Restore any surfaces disturbed or damaged to its original condition. Locate and identify underground utilities prior to setting fence posts. Equip fence with a lockable gate. Gate must remain locked when construction personnel are not present.

2.5 TEMPORARY WIRING

Provide temporary wiring in accordance with EM 385-1-1 Section 11, NFPA 241 and NFPA 70 . Include monthly inspection and testing of all equipment and apparatus.

2.6 STORAGE CONTAINERS

Welded steel construction, locking, shipping containers or equal.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Identification of Employees

Furnish identification as approved and directed by the Contracting Officer to each employee and require each employee engaged on the work to display them. Immediately deliver prescribed identification to the Contracting Officer for cancellation upon release of any employee. When required, obtain and provide fingerprints of persons employed on the project. Wear identifying markings on hard hats clearly identifying the company for whom the employee works.

3.1.2 Employee Parking

a. Park employee's vehicles in areas designated by Contractor, away from construction traffic, within reasonable walking distance of site.

Maintain area free of ruts, mud holes and puddles. Place gravel where required by deteriorated conditions.

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

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

3.1.3 Onsite Information

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

3.1.4 Janitorial Services

a. Daily -- Sweep and mop floors; empty wastebaskets; service and

SECTION 01 50 02 Page 10 sanitize bathrooms and other common areas; restock cleaning supplies and toiletries such as, but not limited to, hand soap, hand sanitizer, paper towels, and toilet paper.

b. Weekly -- Wash floors, windows (inside and out)

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

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

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

3.2.1 Lighting

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

3.2.2 Heating and Cooling

Adequate equipment to maintain internal ambient air temperature of 75 degrees F in 105 degrees F and 70 degrees F in 30 degrees F. Equip trailer(s) with smoke alarms. If bottled gas is used to heat, equip trailer(s) with carbon monoxide alarms.

3.2.3 Water

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

3.2.4 Fire Extinguisher

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

3.2.5 Utility Lines

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

3.2.6 Electric Power

Submit temporary electric drawings including electricity supply and lighting signed by licensed electrician- from transformer source to layout locations, fixtures, and materials, to include outdoor lighting. Provide electrical service and transformers sufficient to operate heating/air conditioning units. Directly purchase electrical power.

3.3 PROTECTION AND MAINTENANCE OF TRAFFIC

During construction, provide access and temporary relocated roads as necessary to maintain traffic. Maintain and protect traffic on all affected roads during the construction period except as otherwise

SECTION 01 50 02 Page 11 specifically directed by the Contracting Officer. Provide measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Ensure limited interference between the Contractor's traffic on roads selected for hauling material to and from the site with public traffic. Investigate the adequacy of existing roads and the allowable load limit on these roads. Repair any damage to roads caused by construction operations.

3.4 MAINTENANCE OF HAUL AND ACCESS ROADS

Providing and maintain safe and passable means of ingress and egress to the site and to all project features on the site for Contractor, Government, and third party entities. Requirements herein are applicable to both new and existing haul and access roads. Repair and re-grade haul and access roads as necessary. Maintain roadway drainage, including maintaining roadway crown and profile and keeping drainage ditches clear.

Repair potholes, mud holes, ruts, and/or depressions of 6 inches deep or more within 24 hours of discovery. Check condition of haul and access roads at least weekly and after any severe weather event. All requirements of EM 385-1-1 concerning access and haul roads also apply, see section 04.B.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

If suitable office space cannot be furnished on board the dredge or other water craft, furnish accommodations ashore as indicated in paragraph ACCOMMODATIONS AND MEALS FOR INSPECTORS below. Staging and storage may also be either on board the dredge or other water craft, or on shore at the Contractor's discretion. For accommodations or staging ashore, Place the field offices, staging areas, stockpile storage, and temporary buildings in areas designated on the drawings. Make temporary movement or relocation of Contractor facilities when approved by the Contracting Officer.

3.5.1 Contractor Field Office

Provide on-site field office of sufficient size and staff capability to manage project activities. Provide communications and computer capabilities to manage the work, including implementing RMS, facsimile, electronic mail, reproduction, to track schedule and cost. Include a conference area with table and chairs to accommodate a minimum of 8 people. Provide handicap access with a 1 on 12 ramp and gravel parking spot marked with handicap parking sign. Provide high-speed internet services (10 Mbps or higher speed rate) and wireless capabilities to the field office facilities/compound to include Government office space to facilitate RMS, SharePoint (file transfer) and visitor usage.

3.5.1.1 Office Space for Government Personnel

Provide a 10-foot by 20-foot air conditioned partitioned space (with locking door) for exclusive use by Government personnel separate from the Contractor's trailer with the following:

a. Two office desks with lockable drawers (60 inches by 30 inches, laminated top) and two swivel office chairs.

SECTION 01 50 02 Page 12

b. Fire resistant, five drawer, legal size, lockable filing cabinet.

c. A microwave oven, refrigerator and daily bottled drinking water for up to four personnel.

d. A minimum of two designated Government parking spaces per each active staging/access area.

e. Temporary toilet and washing facilities, for Government personnel only, either in or outside of the Government office space. Toilet and washing facilities are not considered part of the minimum 80 square feet office space.

3.5.2 Appearance of Trailer(s)

Maintain trailer(s) used for both office and material storage purposes in clean, neat exterior appearance and in good repair. Trailer(s) requiring exterior painting or maintenance will not be allowed on site until determined satisfactory by Contracting Officer.

3.5.3 Storage Area

Provide temporary 6-foot high chain link fence for storage containers, trailers or sheds containing Government property. Fence posts may be driven. Ground chain link fence against lightning. Store Contracting Officer's property, owned materials and equipment within fenced storage area. Store small size Government property, equipment, tools, and materials in locked steel containers. Do not stockpile Government property and materials outside fence in preparation for next day's work.

Park mobile equipment, tractors, wheeled lifting equipment, cranes, trucks, and like equipment, within fenced areas on weekends.

3.5.3.1 Maintenance of Storage Area

Keep fencing in a state of good repair and proper alignment. Should the Contractor elect to traverse with construction equipment or other vehicles, cover grassed or unpaved areas which are not established roadways, with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways; gravel gradation will be at the Contractor's discretion. Mow grass located within the boundaries of the construction site for the duration of the project. Edge or trim neatly, grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers.

3.5.4 Waste Storage

Provide dumpsters or suitable debris containers. Prevent windblown trash;

cover as needed. Dispose of offsite when needed. Refer to Section

01 57 20 ENVIRONMENTAL PROTECTION.

3.5.5 Fuel Storage and Fueling Operations

Refer to Section 01 57 20 ENVIRONMENTAL PROTECTION. Provide light when fueling at night.

3.6 SECURITY PLAN

Provide site security person at all times when there are no on-site

SECTION 01 50 02 Page 13 activities. Maintain 24-hour security during weekends and holidays. Site security must include, but not be limited, to:

a. Limit vehicular access to authorized vehicles and personnel only.

b. Limit public access to travel along access road only. Keep access road closed at all times except for passage of authorized personnel and vehicles.

c. Maintain a list of authorized personnel and subcontractors available at site offices.

d. Maintain a sign-in log documenting visitors, deliveries, and security incidents. Include date, name, address, company, time in and time out for each employee and visitor.

e. Check fenced areas, equipment, trailers on a daily basis. If damage is observed or vandalism is found report to…