B08_KALA_217676_DB_RFP_SOW_06212022.docx

KALAUPAPA NATIONAL HISTORICAL PARK, KALAUPAPA, HI

SOLICITATION NO. 140P2022R0023

REHABILITATE UNSAFE AND FAILING ELECTRICAL SYSTEM FOR SETTLEMENT

KALA 217676

DESIGN-BUILD (DB) PROJECT SCOPE

(DB Request for Proposal (RFP))

NATIONAL PARK SERVICE (NPS)

DENVER SERVICE CENTER (DSC)

TABLE OF CONTENTS

PROJECT INTRODUCTION

Park Acronym and PMIS Number: KALA 217676 Project Title: Rehabilitate Unsafe and Failing Electrical System for Settlement Project Drawing Number: 491/173649 Scope In accordance with terms and conditions of the Contract, the Design-Build (DB) Contractor shall perform the work of this Request for Proposal (RFP) for the National Park Service (NPS) as described below.

Architect-Engineer (A/E) Services required in this RFP shall be performed by licensed Architects and Engineers registered in Hawaii.

The work of this contract shall be performed in accordance with the Denver Service Center (DSC) Design-Build (DB) Workflows website.

The DB homepage includes links to design phases describing required workflow process from Predesign (PD) through Construction Documents (CD). Each design phase webpage contains links to definitions, forms, templates, samples, and guidelines.

The DB homepage also includes links to the Design Standards and Design Deliverables sections which provide design requirements and criteria that shall be used for completing the work of this contract:

· Design Standards are arranged by discipline and/or specialty.

· DB Design Deliverables - Content and Format Requirements:

Design phase submission requirements for:

Technical content Submission format (hard-copy and electronic) In addition, the Information section has links directly to:

· Definitions: A list of terms relevant to design and construction in National Parks.

· Forms/Templates/Samples/Guidelines: A list of forms, templates, samples, and guidelines used for a typical project.

· Law/Regulations/Polices/Guidance: A list of sources for retrieving laws, regulations, policies, and guidance applicable to NPS projects.

· Quality Assurance (QA) Guideline & Review Checklists: Overview of the DSC QA Process for reviewing Design Documents.

In case of conflict between this contract and the DSC DB Workflows website, this contract shall take precedence and shall be used in lieu of conflicting portions.

The A/E remains fully responsible for determining if the standards or provisions cited on the DSC DB Workflows website have been revised or updated. Any such conflicts between the website and the identified standard or provisions shall be brought to the attention of the Contracting Officer (CO).

NPS/DSC Microsoft Teams Project Site Use the NPS/DSC Microsoft Teams Project site to host and manage project communication and documentation until Final Completion. The Teams project site will be used for:

· Project directory

· Project correspondence

· Meeting agendas and minutes

· Contract modifications documentation and logs

· RFI (Request for Information) form and processing

· Task and issue management

· Photo documentation

· Baseline schedule, schedule updates and calendar management

· Submittal form and processing

· Drawing and specification document hosting, viewing, and updating

· Online document collaboration

· Reminder and tracking functions

· Archiving functions

· Notification of submittal and RFI statuses and current responsible party Submit to the COR a list of employees needing access to the NPS/DSC Microsoft Teams Project site. Department of Interior (DOI) will send these users an invitation to the site. Users are required to have. The most recent version of Chrome or Edge is optimal for NPS.

Location This project is located at Kalaupapa National Historical Park (NHP), located on Molokai, Hawaii.

Background Kalaupapa NHP, managed by the NPS, operates, and maintains the electrical power distribution system for the remotely located peninsula on which the park is located. Hawaii Department of Health (HDOH) has asserted ownership and has been approved by the Hawaii Deputy Attorney General. Easement request letters are in process with Department of Hawaiian Homelands (DHHL) and State of Hawaii Department of Land and Natural Resources (DLNR). HDOH is in the process to present a business case to Maui Electric Company (MECO)/Hawaiian Electric Company (HECO) to transfer ownership of the Kalaupapa NHP electrical power distribution system after completion of this project.

The condition of the Kalaupapa NHP electrical system is substandard, inadequate, and may become a shock or fire hazard to the general public, park personnel, or structures. Kalaupapa NHP has frequent power outages caused by distribution equipment failures within the settlement, as well as electrical power surges or outages from MECO/HECO’s system, which is exterior to the park but adversely impacts the park’s antiquated electrical equipment. Corroded and aging pad-mounted and pole-top distribution transformers, worn and frayed distribution lines, rotting poles, corroded pole-line hardware, and insulator failures are the primary sources of failure for the Kalaupapa NHP electrical distribution system.

A Water Treatment Facility, which is the only source of water in the Kalaupapa NHP, is located remote to the settlement and operates from diesel-fueled generators. The diesel fuel must be barged onto the island, off-loaded, trucked to the remote Water Treatment Facility location, and transferred into a large fuel storage tank at the pump house annually. Barge access is limited to 1 month per year because of the open sea surf conditions, tides, and only one barge identified in the Hawaiian Islands is small enough to navigate the Kalaupapa NHP cove. This project will convert the Water Treatment Facility pump house from diesel-fueled generators to grid-connected electricity to provide long-term reliable water service for the settlement. In addition, connecting the pump house to the electrical grid will greatly reduce the hazards associated with onsite refueling, long-term fuel storage, and continuous fuel usage above the regional Molokai aquifer.

An aboveground reroute of the power distribution system along Airport Road is also required to remove aboveground equipment and poles currently located through archeological and cultural sites (including a large Hawaiian temple/sacred site, or heiau). This includes a realignment of the existing single-phase overhead distribution line to the airport and further on to the lighthouse to a new route along the roadside, to make distribution lines easier to access. Replaced distribution poles will be demolished and cut down at grade (soil or rock). The height and spacing of new poles shall match the existing settlement distribution system.

The goal of this project is to upgrade and replace the electrical system as required to meet the current MECO/HECO, National Electric Code (NEC), National Electrical Safety Code (NESC), Rural Utilities Service (RUS) National Electrical Testing Association (NETA), and National Electric Manufacturers Association (NEMA) industry standards, improve reliability, perform deferred maintenance, reduce future maintenance, and remove risks to employee and public safety.

Description The electrical system upgrade described in this section and throughout the RFP is based on the completed Schematic Design (SD) from March 2020. Since the completion of SD, a topographic survey and additional archaeology survey have been completed. The DB Contractor shall evaluate this additional information and advise on any construction alternatives that the NPS should consider that would result in reduction in cost, schedule, and/or risk. In particular the alignment of the underground conduit to the Water Treatment Facility shall be evaluated.

Based on the SD deliverables, the upgrade to the existing Kalaupapa NHP electrical system to current industry standards will include:

· Replacing existing power poles that have significant deterioration.

· Upgrading wooden power poles from single phase to three phase.

· Removing and upgrading insulators and hardware for all power poles.

· Replacing and upgrading overhead wire as needed.

· Replacing pad mounted and pole mounted transformers.

· Relocating poles along Airport Road to reduce potential impacts on cultural resources and documented archaeological sites, as well as to facilitate access to the poles for maintenance.

To connect the Water Treatment Facility and backup generator to the electrical distribution system, this project will:

· Provide new poles with cross arms, insulators, and hardware in existing pole locations near the east end of the settlement.

· Bury conduit and conductors underground starting at the east end of the settlement adjacent to existing water line utility trench within the road corridor. The DB contractor shall evaluate this method for connecting the Water Treatment Facility to the electrical distribution system.

· Provide handholes at intervals of approximately 250 ft for cable access.

· Remove the existing two generators that currently reside within the existing Generator Building and replace with a single new generator.

· Replace the existing small fuel storage tank that currently resides within the existing Generator Building with a new fuel storage tank that has a maximum capacity of 660 gallons.

· Demolish the large fuel storage tank that is housed inside the existing Fuel Storage Building directly south of the existing Generator Building.

· Demolish the existing Storage Building (shed) that is appended to the existing Generator Building.

· Provide a new modular enclosure/building to house the new electrical equipment needed to power the existing water pump and treatment equipment.

· Provide a new transformer and concrete pad.

Specific discipline scope of work is outlined in the following sections.

Electrical The primary and secondary electrical distribution system repair scope of work includes but is not limited to:

· Replacement of existing wooden utility poles identified as having significant deterioration of structural integrity.

· Replacement of existing pole-mounted transformers, pole-top hardware, and guying assemblies.

· Replacement of streetlight luminaires light-emitting diode (LED) luminaires with matching style and are full-cutoff type.

· Creation of a loop-configured network in the central core of the settlement to enhance system reliability, fault isolation, and backfeed capability. To create this network, upgrades to existing distribution structures and lines will be necessary. In addition, new poles and lines will be constructed following established electrical system corridors.

· Realignment of the existing single-phase overhead distribution line from the airport to the lighthouse to a new route along the roadside. Replaced distribution poles will be demolished and cut down at grade. New poles height and spacing shall match the existing settlement distribution system.

· Provision of guys and anchors at points where the overhead line changes direction.

· Provision of new underground primary distribution line from the settlement, along the existing road, to the Water Treatment Facility.

· Provision of a new 150-kilovolt-amp (kVA) pad-mounted transformer, 100-kilowatt (kW) engine generator, and 400-ampere (amp), 480-volt-alternating-current automatic transfer switch at the Water Treatment Facility. The sizes shall be verified by the DB Contractor during the design.

· Provision of a new generator within the existing Generator Building. A new modular electrical enclosure will be installed at the Water Treatment Facility and will contain the automatic transfer switch, distribution panelboards and transformer to support the pumping facilities, general purpose loads and lighting.

Structural The structural scope of work includes, but is not limited to:

· Provision of a new, standalone prefabricated electrical enclosure exterior of the existing building and the installation of a new generator inside the existing Generator Building.

· Modifications to the new electrical generator and the existing structure: – Removal and replacement of the existing exterior door to allow for access to the space.

Construction of a new equipment pad.

Construction of a new concrete landing and stairs in the storage room.

Modification of the existing concrete masonry unit walls opening for the generator intake louver.

Provision of new supports for the generator exhaust and silencer.

· Demolition of the existing generators and other equipment prior to installation of the new generator.

· Demolition of a portion of the existing concrete slab on grade to allow for construction of a new equipment pad.

Architecture The architectural scope of work includes but is not limited to:

· Repair and alteration of existing Generator Building to allow removal of the existing generators and addition of a new generator. It is anticipated that the end wall of the structure will need to be removed and rebuilt for removal and installation of the generators.

· Upgrade of the building to meet current code requirements. This includes but is not limited to replacement of louvers, a new concrete landing for the generator and new egress doors and signage and/or lighting if required by code.

Mechanical The mechanical scope of work includes but is not limited to:

· Demolition of the two existing engine generators, along with the exhaust piping, mufflers, and fuel piping.

· Demolition of the main fuel tank, generator day tank and associated pumping system. Supply and return piping to the fuel storage tank will be flushed and demolished, and the existing fuel storage tank will be drained as necessary, flushed, and demolished.

· Provision of a new 100-kW diesel engine generator in the Generator Room.

· Provision of a new fuel storage tank that has a maximum capacity of 660 gallons within the existing Generator Building.

· Provision of ventilation design to current code requirements.

· Validation of the available fuel spill containment volume and provide rehabilitation of the existing containment area to provide a suitable containment system in accordance with current requirements. The fuel storage space features an existing containment area.

· Protection of the existing water system is the only anticipated plumbing work required in the existing building(s).

Civil The civil scope of work includes, but is not limited to:

· Erosion control

· Grading at the existing Water Treatment Facility to restore the site after demolition of the storage building (shed) and construction of the new electrical enclosure and pad mounted transformer.

· Site restoration including roadway repaving due to utility trenching and other land disturbing activities.

Other Ongoing Projects NPS has other repair projects anticipated at the Water Treatment Facility to be completed by others. The projects listed below are for reference.

Replace Groundwater Well Pumps, Drop Pipe, and Pump Power Cable

· Anticipated to be complete by 2022.

Repair/Replace Water System Controls & Appurtenances

· Anticipated to be completed by 2022

Replace Water Tank Project will replace one (1) 160,000 gallon glass-fused steel drinking water storage tank. Tank to match existing (installed 2015). Work will include replacing the shell sheets and roofs, installing all new bolts, bolt caps, water level indicators, lightning arrest system, cathodic protection, necessary sealants, and disinfecting the new tank.

· Anticipated to be completed in 2023

Pavement Preservation on settlement paved roads Project to implement the pavement preservation for the Park’s paved road network throughout the KALA settlement and community. Pavement preservation will be performed on roughly 5.5 miles of primary and secondary roads and paved parking lot locations.

· Anticipated to be completed in 2023

Resurfacing and Stabilization of Damien Road This project will encompass graveling about a 0.5 mile(s) of Damien Road between the emergency evacuation site and the interpreted heiau. Work will include routine blading and adding gravel as needed. Project requirements will barge semi truckloads of DOT specification for gravel.

· Road to be repaired and graveled in 2022, 2023, 2024

Fuel Farm This project will construct a new fuel farm and dispensing system to serve the entire settlement fuel needs. The work will include the installation of five(5) 5,000 gallon modular, above ground, double-walled fuel storage tanks.

· Construction start fall of 2024 The NPS Contracting Officer (CO) or Contracting Officer’s Representative (COR) will coordinate and address laydown, access, scheduling, and safety for all projects occurring at the same time. The DB Contractor must work with the CO or COR to address any coordination issues.

Schedule Complete work in this RFP according to following schedule:

Site Evaluation The DB Contractor shall meet with NPS on site to review the proposed solution presented in the SD documents dated March 2020.

This site visit is to occur no later than twenty-one (21) calendar days after award. It is expected that a five (5) day visit will be required. A pre-visit teleconference meeting shall be conducted with NPS and the PARK at least 14 calendar days before the site visit such that logistics can be coordinated before the visit and lodging can be secured at the Park.

The DB Contractor shall send no more than six (6) people to KALA to complete the site evaluation.

Evaluation of Schematic Design Documents:

The DB Contractor shall use the information from the most recent topographic and all archaeology surveys to evaluate the current SD. In particular the alignment of the underground conduit to the Water Treatment Facility shall be evaluated.

The DB Contractor shall evaluate this additional information and use the information from the site evaluation to advise on any alternate solutions that may offer a reduction in cost, schedule or risk for NPS.

The DB Contractor shall submit a report detailing the advantages and disadvantages of the proposed alternative(s) compared to the current design including constructability, construction schedule and cost, resilience, reliability/maintenance, and safety. Concept sketches of the alternative(s) shall be provided.

The DB Contractor shall submit the evaluation report no later than 40 calendar days after award.

Schematic Design Submittal:

The DB Contractor shall update and submit the SD drawings as necessary for review by NPS and MECO/HECO. The drawings shall be completed to meet the requirements of MECO/HECO’s 30% review, outlined in section 2.2.4.

Allow 30 calendar days for MECO/HECO and NPS to complete their reviews. These reviews will be concurrent.

DB Design Development (DD) Documents:

Submit DB DD Documents to NPS and MECO/HECO no later than 30 calendar days after receipt of comments from MECO/HECO and NPS on the DB SD Documents.

NPS will complete the document review no later than 40 calendar days after submittal of the DB DD Documents. Allow 30 calendar days for MECO/HECO to complete document review.

100% Draft DB Construction Documents (CD):

Continue work on 100% Draft DB CD during DB DD Documents review. After receiving DB DD review comments, address, and incorporate comments in 100% Draft DB CD.

Submit to NPS and MECO/HECO 100% Draft DB CD no later than 60 calendar days after receipt of comments from NPS and MECO/HECO. Submit to NPS the NPS Review form with responses to DB DD Documents.

NPS and MECO/HECO will complete the document review no later than 30 calendar days after receiving 100% Draft DB CD. The reviews will be done concurrently.

100% Complete DB Construction Documents (CD):

Submit 100% Complete DB CD and NPS Review form with responses to 100% Draft DB CD review comments no later than 30 calendar days after receipt of comments from NPS and MECO/HECO.

NPS will complete the document review no later than 14 calendar days after receiving 100% Complete DB CD. MECO/HECO review is not required for this submittal if the previous package was approved with no comments, refer to Attachment 5.3. Bidder shall assume no additional review is required.

Complete Stamped and Signed DB Construction Documents (CD):

Submit Complete Stamped and Signed DB CD and NPS Review Form with responses to 100% Complete DB CD review comments no later than 21 calendar days after receiving NPS review comments.

Construction:

Construction begins when CO issues DB Notice to Proceed.

Complete construction no later than 360 calendar days after construction on site start date September 1, 2024. Site mobilization is to begin prior to construction start. Refer to Section 2.1.5 Project Schedule.

As-Constructed Drawings:

Complete As-Constructed Drawings no later than 21 calendar days after Substantial Completion.

Document Submittal:

Submit Evaluation of SD documents, DB DD Documents, DB CD, and As-Constructed Drawings to NPS Project Manager (PM).

The DB Contractor is to coordinate with MECO/HECO to determine the point of contact for submittals. The NPS PM and CO shall be notified who the point of contact is. The NPS PM shall be copied in on all communication between the DB Contractor and MECO/HECO.

NPS Contacts & Address:

Contractual:

Contracting Officer (CO): Joelle Mascarenas, 808-738-6518, joelle_mascarenas@nps.gov Contract Specialist (CS): Seth Mercil, seth_mercil@nps.gov Technical:

Project Manager (PM): Emmeline Morris, 303-969-2563, emmeline_morris@nps.gov Project Specialist (PS): David Futch, 303-969-2486, david_futch@.nps.gov Contracting Officer’s Representative (COR): Emmeline Morris (contact information as above) Address:

National Park Service - Denver Service Center 12795 West Alameda Parkway Post Office Box 25287 Denver, Colorado 80225 Data and Materials Provided by NPS NPS will provide to the DB Contractor the following data and materials.

01 - Basis of Design March 2020 02 - Constructability Checklist 03 - Electrical System Assessment, January 2015 04 - Electrical Condition Assessment and Inventory, December 2017 05 - Electrical System [to] Determine Eligibility 06 - Topographic_survey_2021.pdf 07 - Electrical Easement Distances 08 - Specifications 09 - Submittal List – Review Estimate 10 - HECO General Expectations for Design Review Stages 11 - NPS Management Policy 2006.pdf (Laws/Regulations/Policies/Guidance - (U.S. National Park Service) (nps.gov) 12 - Executive Summary of Archaeological Inventory Survey 13 - Archaeology Phase II Investigation Testing and Survey 14 - Jurisdictional Water Survey 15 - Impact Assessment Spreadsheet/Figures 16 - Species List, Fish and Wildlife Conservation, March 2021 17 - Species List Response, Fish and Wildlife Conservation, May 2021 18 - Area of Potential Effects and Laydown Areas 19 - KALA 217676_Anticipated_MitigationMeasures 20 - KALA 217676_GIS Deliverables 21 - Recycle Pamphlet 22 - Visitor Rules and Regulation, February 2017 23 - Park Foundation Documents 24 - Kalaupapa land ownership map 25 - Kalaupapa National Historical Park Hurricane Preparedness and Evacuation Plan

After Award, NPS Provided, upon request 26 - SD Value Analysis Report 27 - GIS, native data points Data and Materials Provided by Contractor The DB Contractor shall work with MECO/HECO to obtain the required MECO/HECO design standards to incorporate into the design. A copy of the specifications shall be provided to offerors once a Non-Disclosure Agreement is executed with MECO/HECO.

Agency Contacts The list below indicates the point of contact for each agency currently involved with electrical easements/ROW for the project:

Department of Health/Hansen’s Disease Branch- Mike Casey 808-773-4683 Department of Lands & Natural Resources/Appraisal and Realty Division- Blue Kaanehe 808-587-0419 Department of Hawaiian Homeland/Land Division- Shelly Carreira 808-620-9459 MECO/HECO (Commercial Account Manager), David Tester 808-872-3262

PROJECT REQUIREMENTS

General Requirements Scope of Work and Project Summary/Requirements The project will consist of the design and construction of upgrades to the existing electrical distribution system, reroute of the existing alignment along Airport Road, and connection from the power grid to the Water Treatment Facility including providing a new modular electrical enclosure, generator, and fuel storage tank. For more details on the scope see Section 1.5.

The project will include, but is not limited to:

Construct project.

Create and provide operations and maintenance manual.

Design site, site utilities, building and foundation system.

Complete Life Cycle Cost Analysis.

Provide as-constructed drawings.

Provide schedule of construction work.

Review SD preferred alternative provided in the RFP package.

Review site data.

Secure work area and provide for continued access to the facility.

Submit DB DD and DB CD for review and approval, as required.

Secure permits necessary to support construction per all local, state, and federal requirements. See Section 2.2.5.

Work with the NPS and its Compliance Contractor to provide required information to complete the Environmental Assessment (EA), and adjust design based on agency comments and recommendations.

Upon award, determine and provide design schedule of work.

The DB Contractor is to work with MECO/HECO to address sizing, connections, conflicts, and impending upgrades or relocations, if any. DB Contractor to identify any previously undefined deficiencies or failures that are uncovered as part of their due diligence.

Definition of Contract Line Items The different project zones are shown on the figures in Attachment 5.1.

CONTRACT LINE ITEM 1- EVALUATION OF SCHEMATIC DESIGN: This item consists of the evaluation of the Schematic Design Documents as listed in Section 2.2.2 of this RFP.

CONTRACT LINE ITEM 2- SCHEMATIC DESIGN: The DB Contractor shall update SD drawings as necessary to meet the requirements of the MECO/HECO 30% review.

CONTRACT LINE ITEM 3

1. DESIGN- ZONE 1 (Settlement): This item consists of the completion of the DD and CD as listed in Section 2.2 of this RFP for the electrical distribution upgrade in the settlement area.

2. DESIGN- ZONE 2: This item consists of the completion of the DD and CD as listed in Section 2.2 of this RFP for the electrical distribution upgrade along Kamehameha Street.

3. DESIGN- ZONE 3: This item consists of the completion of the DD and CD as listed in Section 2.2 of this RFP for the new electrical line and upgrades to the Water Treatment Facility.

CONTRACT LINE ITEM 4 – PERMITTING AND COMPLIANCE: This item consists of the lead and support roles associated with the permitting and compliance requirements outlined in Section 2.2.5.

CONTRACT LINE ITEM 5 – CONSTRUCTION- ZONE 1 (Settlement): This item consists of mobilization, procurement, demolition, construction, demobilization, and completion of as-constructed drawings for the settlement area.

CONTRACT LINE ITEM 6 – CONSTRUCTION ZONE 3A (Settlement to Water Treatment Facility via Damien Road): This item consists of mobilization, procurement, construction, demobilization and completion of as-constructed drawings for new underground primary distribution line from the settlement along Damien Road to termination point (start of “pump house road”.

CONTRACT LINE ITEM 7 – CONSTRUCTION ZONE 3C: (Generator Building): This item consists of mobilization, procurement, demolition, construction, demobilization and completion of as-constructed drawings to remove two (2) existing generators, install new generator, remove shed (attached), construct new enclosure, remove and replace existing doors to the Generator Building.

CONTRACT LINE ITEM 8 – OPTIONAL - CONSTRUCTION ZONE 3B: This item consists of mobilization, procurement, demolition, construction, demobilization and completion of as-constructed drawings for new underground primary distribution line to connect Damien Road to Water Treatment Facility via “Pump House Road”. Construct/install 150 kVA pad mounted transformer.

CONTRACT LINE ITEM 9 – OPTIONAL - CONSTRUCTION- ZONE 2: This item consists of mobilization, procurement, demolition, construction, demobilization, and completion of as-constructed drawings for work along Kamehameha Street.

CONTRACT LINE ITEM 10 – OPTIONAL - CONSTRUCTION ZONE 3C.1 (Fuel Storage Building and Modular Enclosure): This item consists of mobilization, procurement, demolition of large fuel storage tank, construction, demobilization, installation of automatic transfer switch and panelboard for new modular enclosure and fuel storage building.

Progress Payments Design Phase Progress payments will be based on submission, review, and acceptance of design deliverables.

Construction Phase Progress payments will be based on percentage of work completed on items listed in approved schedule of values. Actual construction completed and in place will form basis for payment. DB Contractor shall verify percent complete under direction of the COR unless CO waives this requirement in a specific instance. DB Contractor shall make computations for payment based on Government’s verification of work completed and in place for periods which progress payments are requested.

DB Contractor shall furnish to CO originals of field notes and other records relating to basis for payment. CO shall use as necessary to determine final amount of progress payments. DB Contractor shall retain copies of material furnished to CO.

Project Meetings Kickoff /Design Meeting After award of contract and acceptance of Performance and Payment bonds, CO will arrange a virtual kickoff/design meeting with DB Contractor. Meeting agenda shall include the following as a minimum:

Areas available for use by DB Contractor Access requirements of the Park Commissioning (review requirements in ASHRAE 0-2005 paragraphs 6 and 7) Design schedule including dates each required permit will be secured Environmental and Sustainability requirements Natural and Cultural Resource Protection Payments to DB Contractor Review and emphasize Park needs and design objectives Modifications during design Schedule of Values Submittals during design Site Visit Site Visit/Onsite Meetings During Design During design three (3) onsite meetings are anticipated.

The DB Contractor shall conduct a site visit with NPS within the first 21 days after contract award. The aim of this visit is to better understand the site risks and review the existing SD design constructability as a result of the recent topographic and archaeology surveys conducted in Summer 2021. The review will be the top priority after award and should be expected to be up to five (5) days on site. The DB Contractor shall send no more than six (6) people to KALA for the site evaluation.

Two (2) additional onsite meetings will be held during the DD and CD phase. The DB Contractor shall assume two (2) days on site per meeting. The DB Contractor shall send no more than four (4) people to KALA for each onsite meeting during design.

All visits will be dependent on COVID-19 status and determination from the HDOH and the PARK.

Preconstruction Meeting Submit following Part 2 Project Requirement deliverables a minimum of one week prior to Preconstruction Meeting.

Accident Prevention Program (APP) DB Contractor’s Commissioning Plan (CCxP) Evidence of liability insurance coverage and workman’s compensation for DB Contractor and Subcontractors Historic Preservation Treatment Program Letter designating your Project Superintendent List of obtained permits List of Subcontractors for project (same as proposal) Project Schedule with construction portion fully developed Quality Control Plan Schedule of Values National Pollutant Discharge Elimination System (NPDES)permit application forms including Storm Water Pollution Prevention Plan (SWPPP) Waste Management Plan Sanitary Waste Plan Written statements from Subcontractors certifying compliance with applicable labor standard clauses After 100% Complete DB CD are approved (or completed portions of DB CD necessary for fast tracking the project), and before start of construction, CO will arrange virtual Preconstruction meeting with DB Contractor. Meeting agenda will include the following as a minimum:

Accident reporting Construction schedule (Provide electronic copy in software it was created in and a PDF copy) Correspondence procedures Jobsite safety Labor standards Lines of Authority Modifications NPS/DSC Microsoft Teams Project site Park Rules and Regulations Payroll reports Progress Payments Resolution to comments provided by NPS on the Part 2 Project Requirements Roles and responsibilities Schedule of Values Submittal process Access and site constraints.

Medical emergency processes, availability, emergency numbers, and contacts.

Park permits, burning construction waste, rules of the road, alcohol use, housekeeping, firearms, pets, natural and cultural resource concerns. To be reviewed and discussed at initial site visit.

Public relations.

Archeological Resources Protection Requirements Environmental and sustainability requirements for the Project, required tracking for sustainability (related submittals), and use of NPS Project Sustainability Checklist.

Saturdays, Sundays, holidays, and night work.

Roadway closures Progress Meetings DB Contractor shall participate in weekly telephone conference calls with CO and other project team members with updates to following meeting agenda items:

Approval of minutes of previous meetings.

Modifications Review of off-site fabrication and delivery.

RFI’s and issues.

Schedule update. (Provide updated CPM [Critical Path Method] schedule.)

Status of Project Record Drawings and Operation & Maintenance (O&M) Manuals.

Submittal status.

Work in progress and projected.

Other business relating to work.

During the Construction phase, four (4) onsite meetings are anticipated. The DB Contractor’s PM, Superintendent, Quality Manager and Safety Manager shall attend all onsite meetings during construction.

Project Schedule The onsite construction phase shall begin no later than September 2024.

Major components for construction shall be on the barge transport scheduled for Summer 2024. Due to open sea surf conditions the barge can only access the dock during the summer months and is generally scheduled for August annually. The annual NPS-KALA barge will not be able to transport this project’s construction materials, supplies, and equipment. The DB Contractor is to secure a separate barge to meet the design and construction requirements. To fit within the constraints of the current berth at the Kalaupapa port, the barge shall have a maximum length of 226 ft, beam 58 ft and depth of 13 ft.

The DB Contractor must ensure construction materials, supplies and equipment are procured with sufficient time to start construction without delay. Major components with procurement lead times shall be identified to ensure Park operations and planning have all relevant information to include, but not limited to, quantities of material, size of shipping containers, number of construction vehicles, number of barges required to transport goods, and alternate transport plan to deliver the procurement of major components.

Procurement of major components are required to be available and staged 30 days prior to barge transportation date for an accurate inventory and inspection for invasive species prior to transport. The DB Contractor shall submit their biosecurity standard operating procedure to NPS for review at least 60 days prior to the items being transported to KALA. The DB Contractor shall be responsible to procure and secure construction materials, supplies and equipment. The NPS anticipates limited staging duration at the port prior to the loading date and time.

General:

DB Contractor shall upload the project schedule to NPS/DSC Microsoft Teams Project site and provide two (2) color copies after award and before Kickoff/Design Meeting. Schedule shall include detailed design phase with design deliverable submission dates, review periods, and summary construction schedule with important milestones included for both design and construction phases.

Fully develop construction portion of project schedule and submit to CO on Microsoft Teams Project site before Preconstruction meeting or construction begins. Update project schedule monthly throughout contract period until project substantial completion. Status date of each schedule update shall be 10 days before progress payment request date.

Construction work cannot begin until Government approval is obtained for either:

Entire set of 100% Complete DB CD.

Fast track construction: 100% Complete DB CD affecting work to be constructed.

CO issues DB Start Work Notice Purpose:

Project schedule ensures adequate planning, coordinating, scheduling, and reporting of DB Contractor’s design and construction activities. Project schedule will assist DB Contractor and CO to monitor work progress, evaluate proposed changes, and process DB Contractor's monthly progress payment requests.

Software:

Latest version of Microsoft Project, Primavera Project Planner, SureTrak, or approved equal.

Schedule Development:

Project schedule shall cover the entire contract period. Late finish date is same as contract’s established completion date.

DB Contractor shall use Critical Path Method (CPM) with limited use of lead or lag durations between schedule activities. DB Contractor's project schedule shall consist of procurement activities (including mobilization, submittal, and fabrication and delivery of key and long-lead procurement items) and construction activities.

DB Contractor's project schedule shall consist of, but not be limited to, the following for each activity:

Identify activities and numbers numerically (maximum 5-digit). Number activities in increments of 10.

Concisely describe work represented by activity (maximum 48 characters). Avoid using non-standard abbreviations. Limit work related to each activity to one work trade.

Activity duration shall be in whole working days with maximum duration 15 work days each, unless otherwise approved by CO, except for non-construction activities including mobilization, shop drawing and sample submittals, fabrication of materials, delivery of materials and equipment, and concrete curing.

DB Contractor shall ensure project schedule includes own work and Subcontractor work.

Project schedule shall show sequence and interdependence of activities required for complete performance of work and shall be cost and resource loaded. DB Contractor shall ensure work sequences are logical and project schedule shows a coordinated work plan. Proposed durations assigned to each activity shall be DB Contractor's best estimate of time required to complete activity, considering scope and resources planned. Resource loading of each activity shall list personnel by labor category and equipment type, and capacity proposed to complete activity in duration shown. Include permit requirements and constraints. Consider and include seasonal weather conditions in planning and scheduling of work influenced by high or low ambient temperatures and wind and/or precipitation, to ensure completion of work within contract time.

Project Schedule Updates Monthly updates:

Monthly updates of project schedule shall be an integral part and basic element of estimate upon which progress payments shall be made under this contract. If, in judgment of CO, DB Contractor fails or refuses to provide schedule of values and complete schedule update or revision as specified hereinafter, DB Contractor shall be deemed to have not provided required information upon which progress payment may be made and shall be subject to retainage of a portion of the payment.

Narrative:

Include in report:

Brief description actual progress made during update period.

Actual and potential delaying activities.

Impediments to progress.

Issues related to inclement weather.

Progress toward established milestones.

Project float.

Brief description of work anticipated to be performed in next month.

Identify minor revisions to schedule for evaluation and accepted or rejected.

As work progresses, indicate Actual Completion percentage for each activity. If schedule update shows late finish date after contract completion date, at a minimum, include the following in narrative with submission:

Known delays.

Actions taken to get back on schedule.

Pending modifications.

Impediments or constraints affecting progress.

Progress Payments:

Update currently accepted construction schedule monthly. If DB Contractor fails to provide monthly updates or revisions to currently accepted construction schedule, a portion of monthly payment may be retained until updates/revisions made.

Time Impact Analysis for Contract Modifications, Changes, Delays, and Contractor Requests Requirements:

When contract modifications or changes are initiated, delays are experienced, or DB Contractor revises project schedule, DB Contractor shall submit to CO a written time impact analysis illustrating influence of each modification, change, delay, or DB Contractor’s request on the contract time.

Time Extensions: Activity delays shall not automatically mean an extension of contract time is warranted or due to DB Contractor. It is possible that modification, change, or delay will not affect existing critical activities or cause non-critical activities to become critical. A modification, change, or delay may result in only absorbing a part of available total float that may exist within an activity chain of the project schedule, thereby not effecting the contract time. Time extensions will be granted according with terms of contract.

Float: Float is not for exclusive use or benefit for NPS or DB Contractor. Extension of contract time is granted only to extent the equitable time adjustments to activity or activities affected by modification, change, or delay exceeds total (positive or zero) float available on a particular activity.

NPS Design Requirements Evaluation of Schematic Design Documents:

Deliverables The following deliverables are required for NPS Review:

The DB Contractor shall submit a report detailing the advantages and disadvantages of the proposed alternative(s) compared to the current design including constructability, construction schedule and cost, resilience, reliability/maintenance, and safety. Concept sketches of the alternative(s) shall be provided.

Submit electronic documents, in native and PDF format. Refer to Section 1.7 for schedule.

Schematic Design Drawings:

The DB Contractor shall update the SD drawings as necessary for review by NPS and MECO/HECO. The drawings shall be completed to meet the requirements of MECO/HECO’s 30% review, outlined in section 2.2.4.

Submit electronic documents, in native and PDF format.

DB Design Development (DD) Documents and DB Construction Documents (CD) Prepare DB DD Documents and DB CD using English System of Weights and Measurements and according to DSC Design Standards and DSC Design Deliverables - Content and Format Requirements for DB Design Development Documents and DB Construction Documents.

List salient characteristics for products and materials specified. Refer to Guide for Specifiers.

Deliverables The following deliverables are required (refer to Section 1.7 for schedule) for NPS Review:

DB Design Development (DD) Documents Submit electronic documents, in native and PDF formats of the following DB Design Development Documents for review:

Draft DB DD Drawings Divisions 2 through 49 Outline Specifications Product File Statement of Structural Tests and Special Inspections Design Calculations 100% Draft DB Construction Documents (CD) Submit electronic documents, in native and PDF formats of the following 100% Draft DB Construction Documents for review:

100% Draft DB Construction Drawings Divisions 2 through 49 Construction Specifications (Construction Specifications Institute (CSI) MasterFormat 04 Edition). A/E shall utilize and modify their own Divisions 2 through 49 Construction Specifications templates.

Product File Statement of Structural Tests and Special Inspections Design Calculations Checklists for internal review of drawings, specifications, and calculations Required documents for each submission are included and complete per contract requirements.

Required documents have been through a Quality Control (QC) review. NPS requires documentation and submittal of QC work performed.

NPS Review form with responses to DB DD Documents review comments 100% Complete DB Construction Documents (CD) Submit electronic documents, in native and PDF formats of the following 100% Complete DB Construction Documents for review and final approval:

100% Complete DB Construction Drawings Divisions 2 through 49 Construction Specifications Product File Statement of Structural Tests and Special Inspections Design Calculations Checklists for internal review of drawings, specifications, and calculations Required documents for each submission are included and complete per contract requirements.

Required documents have been through a Quality Control (QC) review. NPS requires documentation and submittal of QC work performed.

NPS Review form with responses to 100% Draft DB CD review comments Complete Stamped and Signed DB Construction Documents (CD) Upon final approval of 100% Complete DB CD, submit Complete Stamped and Signed DB CD per following table for construction, NPS archiving, and general use. For format and media submission requirements, see Design Deliverables - Content and Format Requirements DB Hard Copy and Electronic Submittal Requirements.

TABLE 2.1

COMPLETE STAMPED AND SIGNED

DB CONSTRUCTION DOCUMENTS (CD)

ELECTRONIC FORMATS *

MS (Microsoft)-Word

* The recipient of the electronic files is TIC (Technical Information Center).

** DB Construction Drawings shall be printed from the native software (e.g., AutoCAD .dwg or Revit .rvt).

DB Construction Drawings printed from secondary software (e.g., Adobe .pdf) are not acceptable as they often result in off-scale product.

The DB Contractor shall provide printed half size copies of the updated SD drawings, DD and Draft CD drawings to the Project Manager, Project Specialist, and the Park for each review.

MECO/HECO Requirements for Design The DB Contractor shall coordinate with MECO/HECO to meet utility company standards and technical review requirements for drawings and specifications.

The design schedule for MECO/HECO reviews is outlined in Section 1.7. The DB Contractor is required to coordinate the reviews with MECO/HECO.

MECO/HECO review requirements:

1. Primary distribution and secondary facilities are required to be reviewed and approved by MECO/HECO at the 30%, 60%, and 90% (30/60/90) design points. This is equivalent to the SD, DD and CD phases outlined in the NPS workflow. The required contents of the 30/60/90 designs are detailed in Attachment 5.3 “General Expectations for Early Engineering Work” and the allotted time for each review by MECO/HECO is 30 days, starting when MECO/HECO has received all the material and deems the package to be, in its sole discretion, complete. The MECO/HECO reviews will be concurrent to the NPS reviews.

1. Designs shall conform to National Electric Safety Code and MECO/HECO construction standards. MECO/HECO standard materials and devices shall be specified.

1. Design and acceptance shall be according to MECO/HECO’s “Engineer, Procure, Construct (EPC) Specifications for Hawaiian Electric Substations and Powerlines.” A copy of the aforementioned EPC specifications shall be…