FINAL SPECIFICATIONS w NTB DOT HAR K 26 05.pdf

SPECIFICATIONS AND PROPOSAL

FOR

FENCE REPAIRS AT DEPARTMENT OF TRANSPORTATION,

NAWILIWILI HARBOR ON THE ISLAND OF KAUAI

PROJECT NO. DOT-HAR-K-26-05

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HARBORS

NTB-1

NOTICE TO BIDDERS

Hawaii Revised Statutes (HRS), Chapter 103D

The receiving of bids for FENCE REPAIRS AT DEPARTMENT OF

TRANSPORTATION, NAWILIWILI HARBOR ON THE ISLAND OF KAUAI,

PROJECT NO. DOT-HAR-K-26-05, will begin as of the HIePRO Release Date. Bidders shall register and submit complete bids through HIePRO only. Refer to the following HIePRO link for important information on Vendor Registration: https://hiepro.ehawaii.gov/welcome.html.

The solicitation, specifications, proposal, and additional documents designated or incorporated by reference shall be available in HIePRO.

HIePRO OFFER DUE DATE & TIME is June 25, 2026, at 2:00 p.m., Hawaii Standard

Time (HST). Bidders shall submit and upload the complete proposal to HIePRO prior to the offer due date and time. Proposals received after said due date and time shall not be considered. Any additional support documents explicitly designated as confidential and/or proprietary shall be uploaded as a separate file to HIePRO. Bidders shall not include confidential and/or proprietary documents as part of their proposal. The record of each bidder and their respective proposal shall be open to public inspection. FAILURE TO

UPLOAD THE PROPOSAL TO HIePRO SHALL BE GROUNDS FOR REJECTION.

The scope of work consists of repair fencing at Nawiliwili Harbor on an “open end, as-needed” basis.

To be eligible for award, bidders shall possess a valid State of Hawaii General

Engineering “A” or Specialty Contractors “C-32” license at the time of bidding.

NTB-2

The Hawaii Department of Transportation, Air and Water Transportation Facilities

Division, 2016 GENERAL PROVISIONS FOR CONSTRUCTION PROJECTS, applicable to this project are available on the internet at: http://hidot.hawaii.gov/administration/con/.

All Request for Information (RFI) questions and Substitution Requests shall be submitted in HIePRO no later than June 4, 2026, at 2:00 p.m., HST. RFI questions received after the stated deadline shall not be addressed. Substitution Requests received after the stated deadline shall not be considered. Verbal RFI(s) shall not receive a response. All responses to RFI questions shall be provided for clarification and information only and issued by formal addendum. Any amendments to the solicitation shall be made by formal addendum and posted in HIePRO. Substitution Requests received after the stated deadline shall not be considered.

Verbal RFI(s) shall not receive a response. All responses to RFI questions shall be provided for clarification and information only and issued by formal addendum. Any amendments to the solicitation shall be made by formal addendum and posted in HIePRO.

If there is a conflict between the solicitation and information stated in the responses to

RFI questions, the solicitation shall govern and control, unless as amended by formal addendum.

Apprenticeship Preference. A five percent bid adjustment for bidders that are party to apprenticeship agreements pursuant to HRS § 103-55.6 is applicable to this project.

Employment of State Residents on Construction Procurement Contracts. Compliance with HRS § 103B-3 is a requirement for this project whereby a minimum of 80 percent of the bidder’s work force on this project shall consist of Hawaii residents.

Campaign Contributions by State and County Contractors. Contractors are hereby notified of the applicability of HRS § 11-355 which states that campaign contributions are prohibited from specified State or County government contractors during the term of the contract if the contractors are paid with funds appropriated by a legislative body. For more information, NTB-3 contact the Campaign Spending Commission at (808) 586-0285.

Protests. Any protest of this solicitation shall be submitted in writing to the Director of

Transportation, in accordance with HRS § 103D-701 and Hawaii Administrative Rules § 3-126.

The Equal Employment Opportunity Regulations of the Secretary of Labor implementing

Executive Order 11246, as amended, shall be complied with on this project.

The U.S. Department of Transportation Regulation entitled “Nondiscrimination in

Federally Assisted Programs of the U.S. Department of Transportation”, Title 49, Code of

Federal Regulations (CFR), Part 21, is applicable to this project. Bidders are hereby notified that the Department of Transportation shall affirmatively ensure that the contract entered into pursuant to this advertisement shall be awarded to the lowest responsible bidder without discrimination on the grounds of race, color, national origin, or sex (as directed by 23 CFR, Part 200).

For additional information, contact Mr. Christopher Murphy, Project Manager, by phone at (808) 587-1922, or by email at christopher.a.murphy@hawaii.gov.

The State reserves the right to reject any or all proposals and to waive any defects in said proposals in the best interest of the public.

DREANALEE K. KALILI

Deputy Director of Transportation for Harbors

HIePRO RELEASE DATE: May 28, 2026

DOT-HAR-K-26-05

TABLE OF CONTENTS

Page

Instructions for Contractor’s Licensing

Special Provisions SP-1 – SP-4

Wage Rate Schedule (Not physically included in the bid documents)

SPECIFICATIONS

PART I – GENERAL PROVISIONS for CONSTRUCTION PROJECTS 2016 (Not physically included in the bid documents)

PART II – TECHNICAL PROVISIONS

Article X Project Description

Article XI Work Order Deployment

Article XII Replace Chain Link Fence

Article XIII Temporary Water Pollution, Dust, and Erosion Control

Article XIV Painting

10-1 – 10-7

11-1

12-1 – 12-3

13-1 – 13-8

14-1 – 14-2

FIGURES

Detail – Chain Link Fence Figure 1

Requirements of Chapter 104, HRS (eH104-3 dated 05/24) 1 – 2

Proposal P-1 – P-5

Proposal Schedule P-6 – P-10

Surety Bid Bond

Sample Forms:

Sample Contract

Performance Bond (Surety)

Performance Bond

Labor and Material Payment Bond (Surety)

Labor and Material Payment Bond

Chapter 104 HRS Compliance Certificate

Certification of Compliance for Employment of State Residents, Act 192, SLH 2011

2/20/2026

INSTRUCTIONS FOR CONTRACTOR’S LICENSING

"A" general engineering contractors and "B" general building contractors are reminded that due to the Hawaii Supreme Court’s January 28, 2002 decision in Okada Trucking Co., Ltd. v. Board of Water Supply, et al., 97 Haw. 450 (2002), they are prohibited from undertaking any work, solely or as part of a larger project, which would require the general contractor to act as a specialty contractor in any area where the general contractor has no license. Although the "A" and "B" contractor may still bid on and act as the "prime" contractor on an "A" or "B" project (See, HRS § 444-7 for the definitions of an "A" and "B" project.), respectively, the "A" and "B" contractor may only perform work in the areas in which they have the appropriate contractor’s license (An "A" or "B" contractor obtains "C" specialty contractor’s licenses either on its own, or automatically under HAR § 16-77-32.). The remaining work must be performed by appropriately licensed entities. It is the sole responsibility of the contractor to review the requirements of this project and determine the appropriate licenses that are required to complete the project.

HAI

-1- 9/01/02

STATE OF HAWAII

SPECIAL PROVISIONS

SP-1 r5/22/2026

SPECIAL PROVISIONS

The General Provision is amended as follows:

A. ARTICLE I - TERMS, ABBREVIATIONS, AND DEFINITIONS

1. Section 1.3 Definitions: The definition for “Subcontractor” is amended by deleting it and replacing it with the following:

“Subcontractor – An individual, partnership, firm, corporation, or joint venture, or other legal entity, as licensed or required to be licensed under Chapter 444, Hawaii Revised Statutes, as amended, which enters into an agreement with the Contractor to perform a portion of the work.”

2. Add the following to section 1.3 Definitions.

“HAWAII ePROCUREMENT SYSTEM (HIePRO) - The State of Hawaii eProcurement System for issuing solicitations, receiving proposals and responses, and issuing notices of award.”

“PROPOSAL (OR BID) - The offer of a Bidder, on the prescribed HDOT form, to perform the work and to furnish the labor and materials at the prices quoted.”

B. ARTICLE II – STANDARD PROVISIONS FOR COMPETITIVE SEALED BIDS AND

AWARDS

1. 2.7 Request for Substitution of Specified Materials and Equipment Before Big Opening is amended as follows:

a. The last sentence in the first paragraph (line 147 to 152) shall be replaced with the following:

“Where a bidder intends to use a material or equipment of an unspecified brand, make, or model, the bidder must submit a request to the Department for review and approval at the earliest date possible. As specified in the Notice to Bidders, all requests shall be posted as a question in HIePRO under the “Question and Answer” tab. Supporting documents for specific request shall be emailed to the Project Manager specified in the Notice to Bidders. All requests must be posted in HIePRO and supporting documents received by the Project Manager no later than twenty-one (21) calendar days before the bid opening date.”

SP-2 r5/22/2026

b. The first sentence in the second paragraph (line 154 to 156) shall be replaced with the following:

“It shall be the responsibility of the bidder to submit sufficient evidence based upon which a determination can be made by the Department that the alternate brand is a qualified equivalent.”

2. 2.8 Preparation and Delivery of Bid is amended as follows: Last paragraph

(line 189 to 192) shall be replaced with the following:

“Bidders shall submit and upload the complete proposal to HIePRO prior to the bid opening date and time. Proposals received after said due date and time shall not be considered. Any additional support documents explicitly designated as confidential and/or proprietary shall be uploaded as a separate file to HIePRO. Do not include confidential and/or proprietary documents with the proposal. The record of each bidder and respective bid shall be open to public inspection. Original (wet ink, hard copy) proposal documents are not required to be submitted. Contract award shall be based on evaluation of proposals submitted and uploaded to HIePRO.

FAILURE TO UPLOAD THE COMPLETE PROPOSAL TO HIePRO

SHALL BE GROUNDS FOR REJECTION OF THE BID.

If there is a conflict between the specification document and the HIePRO solicitation, the specifications shall govern and control, unless otherwise specified.”

3. 2.11 Bid Security is amended by deleting (a) and replacing it with:

Delete 2.1l(a) in its entirety and replace with the following:

“(a) Unless directed otherwise in the invitation for bids, each bid shall be accompanied by bid security which is intended to protect the Department against failure or refusal of a bidder to execute the contract for the work bid or to supply the required performance and payment bonds. Bid security shall be in an amount equal to at least five percent of the base bid and additive alternates.

Bid security shall be one of the following forms:

1. A deposit of legal tender,

2. A valid surety bid bond, underwritten by a company licensed to issue bonds in the State of Hawaii, in the form and composed, substantially, with the same language as provided herewith and signed by both parties, or

SP-3 r5/22/2026

3. A certificate of deposit; credit union share certificate; or cashier’s, treasurer’s, teller’s, or official check drawn by or a certified check accepted by a bank, savings institution, or credit union insured by the Federal Deposit Insurance Corporation (FDIC) or the National Credit Union Administration (NCUA) and payable at sight or unconditionally assigned to the Department. These instruments may be utilized only to a maximum of one hundred thousand dollars ($100,000.00). If the required amount totals over one hundred thousand dollars ($100,000.00), more than one instrument not exceeding one hundred thousand dollars ($100,000.00) each and issued by different financial institutions shall be accepted.

If bidder elects options (1) or (3) above for its bid security, said bid security shall be in its original form and shall be submitted before the bid deadline to the Contract Office, Department of Transportation, Aliiaimoku Hale, 869 Punchbowl Street, Room 103, Honolulu, Hawaii 96813. Original surety bid bonds do not need to be submitted to the Contracts Office. Bidders are reminded that a copy of its bid bond shall be included with its bid uploaded to HIePRO.

4. 2.12 PRE-OPENING MODIFICATION OR WITHDRAWAL OF BIDS in its entirety and replace with the following:

“2.12 PRE-OPENING MODIFICATION OF WITHDRAWAL OF BIDS. Bids may be modified or withdrawn prior to the bid opening date and time. Withdrawal or revision of proposal shall be completed, and submitted and uploaded to HIePRO prior to the bid opening date and time.”

5. 2.14 Public Opening of Bids is amended by deleting 2.14 Public Opening of Bids in its entirety.

6. 2.24 Requirements of Contract Bonds is amended by deleting 2.24(c) in its entirety and replacing with the following:

“(c) Prior to execution of the contract, the successful bidder shall file a good and sufficient performance bond and payment bond on the forms furnished by the Department. In as much as the contract to be executed is pre-term, open end, or requirements contract under which the contract price, or total amount to be paid the Contractor cannot be determined at the time the contract is executed, the performance and payment bond amounts required shall be as follows:

Performance Bond…………………………$300,000.00 Payment Bond……………………………...$300,000.00

The Contractor shall submit the required contract bond(s) together with the signed contract in accordance with Section 2.25 Execution of Contract.

SP-4 r5/22/2026

The above amounts represent the performance and payment bond amounts required for the initial term of the contract. If work orders issued during the initial contract term exceed the original bond requirements, the procurement officer shall require additional performance and payment bonds to cover said work orders.

If the contract is extended beyond the initial term, the State shall require new bonds for each subsequent term. Such performance and payment bonds for each subsequent term, may be extensions of the original bond(s) by endorsements thereto, provided that, as to any claims which may have arisen or may arise while said bonds were in effect, said bonds shall remain in full force and effect.

The performance and payment bond amounts may be reduced upon written determination by the head of the purchasing agency, if it is deemed to be in the best interest of the State.”

7. 2.25 Execution of Contract is amended by deleting 2.25 Execution of Contract in its entirety and replacing it with the following:

“2.25 Execution of Contract. The contract, contract performance and payment bonds, and HRS Chapter 104 Compliance Certificate, shall be executed by the successful bidder and returned within ten (10) days or within such further time as the Department may allow after the bidder has received the contract for execution.

The contract shall not bind the State in any way unless said contract has been fully and properly executed by all the parties thereto, the Comptroller has endorsed thereon its certificate that there is available an unexpended appropriation over and above all outstanding contracts, sufficient to cover the amount required by the contract, and the fully executed contract is received by the Contractor. If the Contractor fails to execute the contract and file acceptable bond(s) within ten

(10) days, or within such further time as the Department may allow, the Department may cancel the award and award the contract to the next lowest, responsive and responsible bidder. The Department may recover its damages against the bid security as described in Subsection 2.11(c) herein.”

C. ARTICLE VII – LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC

1. 7.1 Insurance Requirements is amended by deleting paragraph “(4) Builder’s Risk for All Work” in its entirety.

HONOLULU, HAWAII

SPECIFICATIONS

PART I

GENERAL PROVISIONS

The Hawaii Department of Transportation AIR and WATER Transportation Facilities Division

General Provisions for Construction Projects dated 2016 is not physically included in these specifications. The General Provisions are available at http://hidot.hawaii.gov/administration/con/ http://hidot.hawaii.gov/administration/con/

HARBORS

SPECIFICATIONS

PART II

TECHNICAL PROVISIONS

r4/10/2026

10-1

ARTICLE X – PROJECT DESCRIPTION

10.1 GENERAL – The work to be done on this project includes furnishing all labor, materials, equipment, and other expenses necessary to replace existing chain link fences with new chain link fences at various locations at Nawiliwili Harbor on an “open-ended, as-needed” basis.

Bidders are advised to examine the existing conditions at the project site to familiarize themselves with the nature and extent of work involved. Appointments may be made with the State Harbors Maintenance Engineer for clarification of the work involved and the character and quality of materials specified.

Contractor must have a valid State of Hawaii General Engineering “A” or Specialty Contractors “C-32” license at time of bid and maintain the license during the course of the contract.

Hawaii Revised Statutes, Chapter 444-9 makes it unlawful for any person to act or advertise as a contractor (general engineering, general building, or specialty) without first obtaining a proper license in accordance with Chapter 444 (Hawaii Contractors Licensing Law.)

10.2 SCOPE OF WORK – The requirement for chain link fence replacement at various locations to be furnished by the Contractor will be on an “open-ended, as-needed” basis as called for in these specifications at the applicable unit price bid during the contract period and in such numbers as may be required by the State.

The State shall notify the Contractor as to the date work must commence on each repair work order.

The State shall notify the Contractor only after a sufficient amount of work has been generated. The Contractor shall be given fourteen (14) calendar days to commence work after the State’s notification.

All work for each repair work order shall be completed within the working days designated by the approved work schedule.

The major items of work to be done include, but are not limited to the following:

1. Installation of appropriate BMPs.

2. Installing new concrete footings and new chain link fences.

3. Removing and disposing of existing fencing materials.

4. Removal and reinstalling existing signages.

5. Maintaining security.

Any items not specified herein but necessary for the completion of the project shall be considered incidental and shall be furnished and installed complete in place.

The chain link fences to be replaced on this project provide security for surrounding areas and tenants at the Commercial Harbor. Therefore, the Contractor must maintain the same level of security for these areas for the entire duration of this project. The existing security perimeter shall be maintained with new, temporary or interim fencing at all times. At all times the portion of the pier, or other secured area protected by the fence, shall be protected by either fencing or an approved security

10-2 guard. Payment for temporary fencing and security personnel shall be compensated for at Contractor’s cost plus 10% (see Article X, 10.14).

The Contractor shall comply with the Clean Water Act and the state of Hawaii Department of Transportation Harbors Stormwater Management Program. No pollutants are allowed to be discharged directly or indirectly through the Harbors Small MS4 or other potential pathways into adjacent harbor water.

The Contractor will be responsible for regulatory fines or penalties that may be imposed by environmental, regulatory agencies (EPA and/or State DOH) in the event of violations.

The Contractor shall submit a site-specific best management practice plan and health and safety plan to the Harbors Construction Engineer prior to the start of any construction work. The site-specific bmp plan shall comply with Article XIII – Temporary Water Pollution, Dust, and Erosion Control in the Specifications and Proposal.

In case of release of hazardous substance, oil, or encounter of contaminated soil, the Contractor shall notify appropriate facility personnel, emergency response agencies, and regulatory agencies following notification procedures, and shall notify harbors Construction Engineer immediately (i.e. within 24 hours). Contact information must be in locations that are readily accessible and available.

10.3 WORK ORDERS – The chain link fences to be replaced are not shown on the contract plans.

Quantities listed in the Proposal Schedule are approximate and are for bidding purposes only.

The requesting unit will notify the Contractor when work is to be done during the contract period.

The Construction Engineer (or other State representative), Contractor, and Tenant, when appropriate, will meet at various locations within the Commercial Harbor to determine the chain link fences to be replaced, and period of completion of each work phase.

The Contractor shall provide a quote for the work based on what has been requested (Scope of Work, prices for items as contained in the response to this solicitation). The State will issue Work Orders (approved Purchase Requisitions) to the Contractor for each work phase that will include the fence for replacement, quantity, and total payment amount. Payment for work performed by the Contractor will be made by purchase order. The State will provide a purchase order for each work order issued.

The purchase order will be provided to the Contractor after work order is issued and prior to the start of construction of each work phase.

Actual payment areas will be based on actual hours worked and other costs as identified in Article X, 10.14.

It is anticipated that there will be at least one (1) work order during the 12-month contract time. There may be an additional unforeseen work order(s) where the Contractor will be required to repair a small portion of damaged fence or a gate resulting from a vehicular accident or other incident during the contract time. Payment for all work will be based on the unit price(s) in the Proposal Schedule.

10.4 WORK SCHEDULE AND STORAGE AREA – The work schedule and assignment of storage area(s) shall be discussed and coordinated with the Harbors District Manager and the Construction Engineer and shall be subject to their written approval. The Contractor shall submit a work schedule prior to actual construction for approval by the Harbors District Manager. The Contractor will be

10-3 responsible for maintaining the work and storage areas in a neat and orderly condition.

The exact scheduling and sequencing of the work and restrictions on the Contractor’s operation while working at the project site will be established at the pre-construction meeting. Work shall be coordinated so as to minimize interference with the pier operations. The Contractor shall attend the pre-construction meeting to coordinate its work with others and shall complete all work within the work schedule.

10.5 LIABILITY AND RESPONSIBILITY - The Contractor shall provide, erect and maintain warning signs, lights, barricades, fences, watchmen and/or other means as necessary to prevent unauthorized persons from wandering onto the job site where they may suffer injury or create a hazard to the construction operations or the work. The Contractor shall also take all reasonable precautions for safety in its operations and to prevent injury to its employees and to others having lawful business at the job site.

The Contractor shall be responsible for any and all damages to the pier and facilities caused by its operations. The Contractor shall, at its own expense, make prompt restitution for damages to the facilities caused by its operations or negligence. The Contractor shall hold the State harmless from all claims for loss or injury.

Hawaii One Call. The Contractor shall comply with the Hawaii One Call law, HRS Section 269E-4.

This includes, but is not limited to, coordination with the Hawaii One Call Center (HOCC) for any work involving excavation at least five (5) working days but not more than twenty-eight (28) calendar days prior to commencing excavation. The contractor shall provide to HOCC the H.C. project number, a description of the excavation site that may include the county, place, address and measurements as needed. HOCC contact information: telephone 811; website http://www.digsafelyhawaii.com.

10.6 PERMITS – A permit will be required for all welding and burning operations on piers and wharves. The Contractor shall obtain the necessary permit from the Harbors District Manager.

A Building Permit from the County where work is performed will not be required for this project.

10.7 SUBMITTALS – The Contractor shall submit for review and acceptance the following items (Note: PDF digital files may be submitted to the Construction Engineer):

A. Materials:

1. All fencing materials – fabric, posts, rails, braces, tension wires, tension rods barbed wires, barbed wire arms, frames, diagonals, and associated hardware

2. Concrete mix design.

B. Worker Credentials:

Proof of valid Transportation Worker Identification Credential (TWIC) card for all Contractor and Sub-contractor workers http://www.digsafelyhawaii.com/

10-4

C. BMP Plan

10.8 AS BUILT DRAWINGS – The Contractor shall keep one set of drawings at the job site and make all field changes thereon. After completion of the project, a PDF/A format digital file marked up with all the field changes showing the locations, dimensions, areas, and the type of repair work completed shall be submitted to the Construction Engineer.

10.9 HARBOR SECURITY – The Contractor shall submit required documentation of all Contractor and subcontractor’s employees, their representatives, suppliers, manufacturers, and alike, and of all necessary vehicles needing access to the project site to the Harbors Construction Engineer and District Manager before starting work on the project. The documentation will include the following:

A. Authorized personnel’s first name, middle initial(s), and last name by company name.

B. Vehicle(s) license plate number(s) by company name.

C. The Contractor may be directed to use a specified entrance to enter and exit the harbor.

Upon every entry, each employee must present and possess a photo identification (ID) card.

D. All Contractor’s and sub-contractor’s employees, their representatives, suppliers, manufacturers, and authorized personnel needing access to the project site shall wear their photo ID card at all times.

E. Contractor’s vehicles must be identified with a company logo and will be subject to search. Any employee’s personal belongings will also be subject to search.

F. If the Contractor wishes to remove any fencing or open any locked gates, they shall coordinate with and request approval from the Harbors Construction Engineer and District Manager. If approval is granted, the Contractor shall then be responsible for securing open fencing or gate(s) immediately after entering, or posting security personnel to monitor ingress and egress. Inspections of vehicles and equipment moving through the access points will be done in accordance with current MARSEC level and directives.

G. If security personnel are required, the Contractor shall hire the same contract security that provides service to the State of Hawaii, Department of Transportation, Harbors.

In the event that the security contract for Harbors changes, the Contractor must hire the new security contractor.

H. By the end of each day, the Contractor shall re-erect and restore all fencing/barrier/perimeter security measures to the satisfaction of the Construction Engineer and the District Manager. Electricity and lighting shall also be restored and in satisfactory working order, to no less than pre-construction conditions, by the end of each day, to the satisfaction of the Construction Engineer and District Manager.

I. Under no circumstances shall perimeter security be compromised. If determined by the State, and solely by the State, that the Contractor has left the project site in a condition that compromises security of the harbor, the State reserves the right to make the necessary arrangements to provide and enhance perimeter security, including restoration of electrical power and lighting, at the sole expense of the Contractor.

J. At times, the maritime security level for the State of Hawaii and/or the general color-coded security level for State of Hawaii may be temporarily elevated. In these events, the Contractor may be prohibited to access the project site and may be required to stop

10-5 work as directed by either the Harbors’ Construction Engineer or District Manager.

Harbors will consider impacts to the work and schedule as a result of prolonged work stoppages.

K. For Nawiliwili Harbor, Maritime Security Awareness training is mandatory for all personnel entering the Harbor facility. The Contractor shall be responsible to ensure all of its employees, representatives, subcontractors, vendors, and all alike, requiring access to the harbor area for this project, have been trained and possess the required maritime security card before entering the Harbor’s property. A letter attesting that all personnel have received this training shall be provided to the Harbors District Manager and Construction Engineer by the Contractor.

L. Prior to starting work on this project, the Contractor shall provide a list of names (full legal name) and birth dates of all employees, representatives, subcontractors, vendors, and all alike, as well as their vehicles license number, year, make, color and model that will be entering the project site. All employees, representatives, subcontractors, vendors, and all alike, shall wear their respective company’s identification card bearing the company’s name, the individual’s first and last name, and middle initial(s), and a recent photograph of the individual on the front of the identification card at all times while on Harbor’s property.

With the possible exception of Item J above, all other requirements indicated shall be considered incidental to the project and shall be provided by the Contractor at no cost to the State.

All Contractor’s personnel requiring access to secure areas of maritime facilities will be required to obtain a Transportation Worker Identification Credential (TWIC). The project area has been deemed to be within a secured area. TWIC was established by Congress through the Maritime Transportation Security Act and is administered by the Transportation Security Administration (TSA) and U.S. Coast Guard. To obtain a TWIC, the applicant must provide biographic and biometric information such as fingerprints, sit for a digital photograph and successfully pass a security threat assessment conducted by TSA. The Contractor will be responsible to obtain and pay for all costs associated in providing their appropriate employees with TWIC. Information regarding TWIC is available on the TSA website at http://www.tsw.dhs.gov/what_we_do/layers/twic/index/shtm.

10.10 BEST MANAGEMENT PRACTICES – The Contractor must follow standard best management practices (BMPs) for air pollution, water pollution, noise and solid waste control, as required by Federal, State and County regulations, to protect the environment from the effects of construction activity, including prohibiting any construction debris or other deleterious materials to fall, flow or otherwise enter harbor waters.

The Contractor shall submit a site-specific BMP plan to the Construction Engineer before work begins. The plan shall satisfy the requirements of ARTICLE XIII -TEMPORARY WATER POLLUTION, DUST, AND EROSION CONTROL. This plan shall describe and detail the methods and procedures to be used to prevent air and water pollution, including preventing any materials, wastes and debris from entering any adjacent storm drain system harbor waters to the satisfaction of the Harbors Division. The Contractor shall revise the BMP plan, at no additional cost to the State, should it be determined by the Construction Engineer that the plan is insufficient to prevent pollution.

http://www.tsw.dhs.gov/what_we_do/layers/twic/index/shtm

10-6

10.11 STANDARD SPECIFICATIONS

The term “Standard Specifications” as used in these Technical Provisions of these Specifications, shall mean the “Hawaii Standard Specifications for Road and Bridge Construction, 2005, Department of Transportation Highways Division, Honolulu, Hawaii.”

10.12 TERM OF CONTRACT

The completion time of this contract shall be for a twelve (12) month period beginning from the date indicated in the Notice to Proceed from the State unless extended as provided for under Article X, 10.13.

10.13 OPTION TO EXTEND TERM –

Subject to the satisfactory performance of the Contractor and the availability of State appropriations, this contract may be extended for up to two (2) additional twelve (12) month periods at the option of the State provided:

A. The option to extend, in writing, is exercised by the State, prior to the expiration of the term of the existing contract;

B. The contract may be extended for up to two (2) additional twelve (12) month periods without the necessity for rebidding upon mutual agreement;

C. The total term of the contract, including any and all extensions, shall not exceed thirty-six

(36) months.

D. Compensation to the Contractor for each renewal period shall be based on the unit prices as bid in the Proposal Schedule of the original contract with no adjustments.

10.14 PAYMENT

Payment shall be made through purchase orders for each work order placed with the Contractor during the contract period for which payment will be based on the quantities and unit prices in the Proposal Schedule. The Contractor shall furnish all labor, materials, equipment and other expenses required to complete each item in accordance with the plans and specifications.

Items 1-42 Replace Chain Link Fence. Payment shall be made at the applicable unit prices bid in the Proposal Schedule for Fence Repairs. Such payment shall include furnishing all labor required for removing and disposing of existing fencing materials; installing new concrete footings, fence posts, braces, top rails, barbed wires, barbed wire arms, fabric, and other appurtenances; reinstalling existing signages, maintaining security, installing, monitoring and removing of BMP; and other incidental work required to complete each item.

Concrete work is defined as inclusive of demolition, disposal, rebar, labor and any other requirements to remove/replace existing concrete or to install new concrete.

Pricing shall be by cubic yard.

The following dollar amounts are for sample only.

Awarded contract will use actual bid amounts.

10-7

Example: Work order to replace 340 LF of 6’ tall fence.

Demo- 340 LF at (Item 33-unit price) $50 = $17,000 New fence- 340 LF at (Item 6-unit price) $50/LF = $17,000 Work Order Deployment = 1 Each at (Item 30-unit price) $500 = $500 Total invoice = $34,500 (taxes and all other costs are included in the item prices.)

r2/23/2026

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ARTICLE XI – WORK ORDER DEPLOYMENT

11.1 GENERAL – The work consists of furnishing at the job site, plant, equipment, materials, labor and appliances and performing all work in connection with mobilization and demobilization for the job in accordance with this Article of the Specifications.

11.2 DESCRIPTION

Work Order Deployment consists of both of the following:

A. Mobilization shall include setting up, ready for use, all plant, equipment and necessary materials at the job site.

B. Demobilization shall include the removal of all Contractors’ plant and equipment and surplus materials from the job site. The cleanup of the job site, satisfactory to the Construction Engineer, shall also be included in this Article.

11.3 PAYMENT – Payment for Work Order Deployment shall be made at time of work order completion in accordance with applicable unit prices bid in the Proposal Schedule for Fence Repairs.

Such payment shall include all costs related to Work Order Deployment.

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ARTICLE XII – REPLACE CHAIN LINK FENCE

12.1 GENERAL – The work to be done under this Article consists of furnishing all labor, materials, equipment, and other expenses necessary to replace existing chain link fences with new chain link fences at various locations at Nawiliwili Harbor.

The chain link fences to be replaced are not indicated at Nawiliwili Harbor. The Construction Engineer, District Manager, Contractor, and Tenant when appropriate, will meet at the job site to determine which chain link fences are to be replaced and the period of completion of each work phase. The Construction Engineer will notify the Contractor the limits of work and when such work will be done. The existing fence materials requiring removal shall be hauled away daily from the job site and disposed of in a lawful manner by the contractor. For the chain link fence layout, dimensions, materials, and other details, see FIGURE 1 – DETAIL – CHAIN LINK FENCE.

The quantity of the Replace Chain Link Fence items shown in the Proposal Schedule are approximations and for bidding purposes only. Actual measurements taken at time of work order scope shall determine which items are most appropriate for the intended work.

12.2 MATERIALS – All materials shall be new unless otherwise specified.

1. Chain Link Fence

A. Chain link fabric shall be PVC coated over a Zinc coated Steel wire. The wire shall-be 9-gauge with a Zinc coating of 0.30 ounces per square foot minimum. The PVC coating shall be applied by thermal fusion bonding and shall have a minimum thickness of 7 mils. The color of the PVC coating shall be dark green. The minimum breaking strength of the PVC coated wire shall be 1,200 pounds. Mesh size shall be two inches and shall be woven with twisted and barbed salvage at both top and bottom. Fabric shall comply with ASTM F-668 Class 2.B.

B. Posts, top rails, and braces shall be fabricated from Schedule 40 Galvanized Steel pipe conforming to ASTM F-1083. All Steel pipe shall be coated on the outside with PVC. The PVC coating shall be applied by the thermal fusion method and shall be a minimum of 7 mils thick. The color of the coating shall be dark green.

All posts shall be of a total length of not less than the depth of the concrete footing plus the height above ground and as specified on the drawings.

C. Posts, bottom rails, and wing fence frame close to the revetment shall be fabricated from Schedule 40 Stainless Steel Type 316 pipe conforming to ASTM A312. All Stainless Steel posts shall be of a total length of not less than the depth of the concrete footing plus the height above ground and as specified on the drawings.

Stainless Steel posts on revetment shall be mounted using both Type 316 Stainless Steel mounting flanges and anchor bolts.

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D. Fittings shall be pressed Steel or Cast Iron with PVC coating or painted, if damaged or requiring touch-up, as described in Article XIV – Painting. All posts shall be fitted with approved tops and barb arms designed to fit securely over the posts, and the top rail shall pass through the base of these tops. All components of the fence except for the mount flanges, barbs, bolts, washers and nuts shall be painted as described in Article XIV – Painting. Fittings and accessories shall comply with ASTM F-626. Anchor bolts, bolts, washers and nuts shall be Type 316 Stainless Steel gate hinges with grease fitting.

E. Barbed wires shall consist of four 12 ½ gauge Galvanized wire with 14 gauge 4-point barbs spaced approximately 5 inches apart. Strands (except barbs) shall be coated with a 7-mil minimum thickness PVC coating. Barbed wire shall conform to the requirements of ASTM A-121.

F. Tension wire shall be No. 9 gauge Galvanized Steel wire with a 0.30 ounces per square foot minimum weight of zinc coating. The wire shall be coated with a 7-mil minimum thickness PVC coating.

G. Tie wire shall be No. 9-gauge Galvanized Steel wire with a 0.30 ounces per square foot minimum weight of zinc coating. The wire shall be coated with a 7-mil minimum thickness PVC coating. The tie wires shall be spaced on line posts at intervals of approximately 12 inches, and on top rails, brace rails and tension wires at intervals of approximately 24 inches.

H. Concrete for all concrete work shall be Class D (3,000 psi) minimum in accordance with Section 601 of the Standard Specifications.

12.3 CONSTRUCTION

A. Any sand, dirt, rocks, debris, and vegetation along the fence line shall be removed.

The existing signages on the chain link fences shall be carefully removed and stored for reuse. The existing concrete footings, fence posts, braces, top rails, barbed wires, barbed wire arms, fabric, and associated hardware shall be removed. All removed materials shall be properly and lawfully disposed of daily and away from the project site by the Contractor and at no additional cost to the State.

B. The new chain link fence posts shall be installed at the exact same locations of the removed posts. The new concrete footings shall be constructed in accordance with Section 503 of the Standard Specifications except as modified in these specifications and on the contract plans. No live loads shall be permitted on the new concrete footings until the concrete has obtained a minimum strength of 3,000 psi. The project area shall remain barricaded from traffic for the duration of the curing period

C. The new chain link fence shall be constructed in accordance with Section 607 of the

Standard Specifications except as modified in these specifications and on the project drawings.

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D. The removed signages shall be reinstalled in their original locations with new hardware.

12.4 PAYMENT

Payment for Replace Chain Link Fence shall be made as described in Article 10 of these Specifications.

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ARTICLE XIII – TEMPORARY WATER POLLUTION, DUST, AND EROSION CONTROL

13.1 DESCRIPTION – This section is required for all work, including the Contractor’s storage sites.

It describes the following:

A. A detailed site-specific Best Management Practice (BMP) Plan including diagrams and narratives; constructing, maintaining, and repairing temporary water pollution, dust, and erosion control measures at the project site including local material sources, work areas and access roads; removing and disposing of wastes and hazardous wastes;

and control of fugitive dust (defined as uncontrolled emission of solid airborne particulate matter from any source other than combustion). Additionally, all projects at Honolulu, Kalaeloa Barbers Point, and Kahului Harbors are subject to State of Hawaii, Department of Transportation (HDOT) Harbors Storm Water Management Plan (SWMP) requirements, unless exempted, and are subject to Harbors BMP inspections. If any requirement conflicts with those administered by State of Hawaii, Department of Health (HDOH), the Contractor shall follow the more stringent requirement.

B. Compliance with applicable federal and other state permit conditions.

C. Work associated with dewatering and hydrotesting activities and compliance with conditions of the NPDES general permit coverage authorizing discharges associated with construction activity dewatering and hydrotesting.

13.2 GENERAL REQUIREMENTS – In order to provide for the control of water pollution, dust, and erosion arising from the construction activities of the Contractor and his subcontractors in the performance of this contract, the work performed shall comply with all applicable federal, state, and local laws and regulations concerning water pollution control including, but not limited to, the following regulations:

A. State of Hawaii, HDOH Hawaii Administrative Rules (HAR) Chapter 11-54 – Water Quality Standards and Chapter 11-55 – Water Pollution Control.

B. For projects at Honolulu, Kalaeloa Barbers Point, and Kahului Harbors ONLY, HDOT Harbors Division, Storm Water Management Plan.

C. For projects at Honolulu, Kalaeloa barbers Point, and Kahului Harbors ONLY, City and County of Honolulu (CCH), Rules Relating to Soil Erosion Standards and Guidelines.

D. For projects at Honolulu, Kalaeloa barbers Point, and Kahului Harbors ONLY, CCH, Storm Water BMP Manual for Construction.

E. 40 CFR Part 110, Environmental Protection Agency (EPA) Discharge of Oil.

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F. 40 CFR Part 117, EPA Determination of Reportable Quantities for Hazardous Substances.

G. 40 CFR Part 261, EPA Identification and Listing of Hazardous Waste.

H. 40 CFR Part 302, EPA Designation, Reportable Quantities, and Notification.

I. 49 CFR Part 171, U.S. Department of Transportation Hazardous Materials

Regulations.

13.3 MATERIALS – Materials shall conform to the following when applicable:

A. Slope Drains. Slope drains may be constructed of pipe, fiber, mats, erosion control fabric, geotextiles, rubble, Portland cement concrete, bituminous concrete, plastic sheets, or other materials acceptable to the Construction Engineer.

B. Grass. Grass shall be quick growing species such as rye grass, Italian grass, or cereal grasses. Grass shall be suitable to the area and provide a temporary cover that will not compete later with permanent cover. Alternative grasses are allowable if acceptable to the Construction Engineer.

C. Fertilizer and Soil Conditions. Fertilizer and soil conditioners shall be a standard commercial grade acceptable to the Construction Engineer.

D. Silt Fences. Silt fences shall be synthetic filter fabric mounted on posts and embedded in compacted ground in compliance with American Society for Testing and Materials (ASTM) D6462, Standard Practice for Silt Fence Installation.

E. Berms. Berms shall be gravel or sand wrapped with geotextile material. Alternate materials are allowable if acceptable to the Construction Engineer.

F. Alternate materials or methods to control, prevent, remove, and dispose of pollution are allowable if acceptable to the Construction Engineer.

13.4 CONSTRUCTION

A. Preconstruction Requirements.

1. Temporary Water Pollution, Dust, and Erosion Control Meeting. The

Contractor shall be required to submit a site-specific BMP Plan to the Construction Engineer and address all comments by the Construction Engineer.

After the Plan is accepted in writing by the Construction Engineer, the Contractor shall schedule a meeting with the Construction Engineer before the start of construction work to discuss the sequence of work, and plans and proposals for water pollution, dust, and erosion control.

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2. Temporary Water Pollution, Dust, and Erosion Control Submittals. The Contractor shall submit the site-specific BMP Plan to the Construction Engineer prior to the start of work for review of compliance with this Article.

A site-specific BMP Plan template is available online at https://hidot.hawaii.gov/harbors/malamaikeawakai/, under HDOT Harbors Construction and Post-Construction Programs – Documents and Forms.

a. Written site-specific BMP Plan shall include the following as applicable:

1) Identification of potential pollutants and their sources and other factors that may cause water pollution, dust, and erosion.

2) A list of all material and heavy equipment to be used during construction. Vehicles and equipment shall be well maintained and free from any type of fluid leaks.

3) Construction schedule.

4) Name(s) of specific individual(s) designated responsible for water pollution, dust and erosion controls on the project site.

Include home, business, and cellular telephone numbers, fax numbers, and e-mail addresses.

5) Descriptions of the methods and devices used to eliminate certain pollutants (e.g., wastewater, fuels, solvents, detergents, toxic or hazardous substances) from discharging into state waters and drainage systems and provide details of BMP to be installed or utilized. Indicate approximate dates when BMP will be installed and removed.

6) Description of maintenance and subsequent removal of BMPs.

7) Method(s) of removal and disposal of solid and regulated hazardous wastes encountered or generated during construction.

The Contractor is advised to procure regulated hazardous materials on an as-needed basis, as feasible. All excess regulated hazardous materials at the conclusion of this project shall remain the property of the Contractor and shall be removed from HDOT Harbors Division property upon the completion of the project.

8) Method(s) of removing and disposing concrete and asphalt pavement cutting slurry, concrete curing water, and hydro demolition water.

9) Method(s) of containing, removing and disposing of demolition dust and debris to minimize the discharge of these pollutants into state waters and drainage systems.

10) Spill kit contents and location.

11) Fugitive dust control, including dust from grinding, sweeping, or brooming off operations or combination thereof.

12) Method(s) of storing and handling of regulated hazardous materials (e.g. oils, paints) and other products used for the https://hidot.hawaii.gov/harbors/malamaikeawakai/

13-4 project. Safety Data Sheets (SDS) for all regulated hazardous materials used during construction activities shall be kept on-site throughout the duration of the project and readily available upon inspection. All containers of regulated hazardous materials should be provided with secondary containment during storage.

Regulated hazardous materials not specifically needed in the execution of this project shall not be brought or stored on site.

As feasible, the Contractor is encouraged to use products that do not contain any regulated constituents. The use of green products is encouraged.

13) Method(s) of concrete washout/waste control.

14) Method(s) of managing material stockpiles to minimize erosion and dust.

15) Good housekeeping practices.

a) Minimize tracking of sediment offsite from project entrances and exits.

b) Litter management. The Contractor shall have a comprehensive housekeeping policy and shall actively enforce housekeeping requirements.