CA 202004C6 Solicitation Packet B1874 B1898 Emergency Generators.pdf

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BID DOCUMENTS AND SPECIFICATIONS FOR

PN15210009 & 15210012 KALAELOA BUILDING 1874 & BUILDING

1898 CONSTRUCTION OF TWO STAND-BY EMERGENCY

GENERATORS, KALAELOA, OʻAHU, STATE OF HAWAI’I,

DEPARTMENT OF DEFENSE, HAWAII ARMY NATIONAL GUARD,

JOB NO. CA-202004-C6

ISSUED BY:

STATE OF HAWAII

DEPARTMENT OF DEFENSE

3949 DIAMOND HEAD ROAD,

HONOLULU, HAWAII 96816-4495

TELEPHONE: 808-369-3567

JULY 2026

PN15210009 & 15210012 Kalaeloa Building 1874 & Building 1898 Construction of Two Stand-by Emergency Generators, Kalaeloa, Oʻahu, State of Hawai’i, Department of Defense, Hawaii Army National Guard, CA-202004-C6

TABLE OF CONTENTS

Content. Page No.

Notice to Bidders 1 - 3 Specifications Bldg 1874 4 - 335 Specifications Bldg 1898 336 - 667 Drawings/Plans Bldg 1874 668 - 685 Drawings/Plans Bldg 1898 686 - 699 Special Notice to Bidders 700 - 708 Special Provisions 709 - 715

Attachments.

1. Offer Form 716 - 724

2. General Conditions 725 - 781

3. Additional General Conditions 782 - 784

4. Special Conditions 785 - 786

STATE OF HAWAI’I

DEPARTMENT OF DEFENSE

OFFICE OF THE ADJUTANT GENERAL

3949 DIAMOND HEAD ROAD

HONOLULU, HAWAI’I 96816-4495

NOTICE TO BIDDERS - CONSTRUCTION

COMPETITIVE SEALED BIDDING (IFB) for "PN15210009 & 15210012 Kalaeloa Building 1874 & Building 1898 Construction of Two Stand-by Emergency Generators, Kalaeloa, Oʻahu, State of Hawai’i, Department of Defense, Hawaii Army National Guard, Job No. CA-202004-C6" will be issued and awarded by the Department of Defense, Engineering Office via Hawai’i Electronic Procurement System (HIePRO). All bids shall be submitted and uploaded through HIePRO prior to and no later than 2:00 P.M. HST on Thursday, August, 27, 2026. The record of each Bidder and their respective proposal shall be open to public inspection by request for copies of bids. Late bids will not be accepted after the due date and time or received in any other form than electronically through HIePRO.

Proposed Scope of Work consists of, but not limited to: This project consists of demolishing existing obsolete and dead electrical equipment and installing two Naval Facilities (NAVFAC) and Hawaiian Electric (HECO) compatible generators at Building 1874 and Building 1898. Each generator shall have a stand-alone concrete pad with associated electrical components (switchgear, ATS, Panel, conduit, etc.)

reaching from existing transformers to the generator, and distributing at the electrical rooms. Re-wiring/configuring the service feeds to the building’s switchgear and upgrading the infrastructure to support HECO power as well is to be included. Installation is to be conducted per Project Plans & Specifications attached.

Before any work is to begin, toning the area will be required. Protection of existing utilities during the duration of the project will be required for any existing infrastructure that will remain. Current existing buildings are single-story with outdated electrical equipment utilizing NAVFAC utilities.

The estimated construction cost is between $1,000,000 and $2,500,000.

A Site Visit/Pre-bid meeting will be held on August 12, 2026 at 11:00 a.m.. The site visit will start at Bldg.

1898, 91-1227 Enterprise Ave., Kapolei, HI 96707 at 11:00 a.m., August 12, 2026 with Mr. Rick Kurashima. Please email Mr. Rick Kurashima at rick.k.kurashima@hawaii.gov before August 11, 2026 to register for the site visit. All interested bidders and sub-contractors are welcome, but not required to attend.

Bidders are advised that they should not wait until the last minute to submit their bid through HIePRO.

Bidders are solely responsible for ensuring that their electronic submission through HIePRO is complete and all mandatory bid files are attached to their bid prior to the due date and time. The Engineering Office shall not be responsible for any delay or failure of any Bidder to submit any materials updated through the IFB process on a timely basis.

QUESTIONS AND REQUESTS FOR CLARIFICATION

Questions and Requests for Clarification regarding the Technical Specifications or any other aspect of the IFB must be submitted via HIePRO by 2:00 p.m. 13 August 2026. Responses are scheduled to be posted on 14 August 2026. The Department of Defense, Engineering Office shall not be required to answer Questions or Requests for Clarification not submitted via HIePRO or received after the Questions and Requests for Clarification deadline.

Bidders are responsible for checking for any addenda for this project. The addenda will be posted on the HIePRO listing and at the State Department of Defense website at http://dod.hawaii.gov/hieng/ http://dod.hawaii.gov/hieng/

All documents can be downloaded from HIePRO and at the State Department of Defense website at http://dod.hawaii.gov/hieng/.

REQUIREMENT FOR CONTRACTORS LICENSING CLASSIFICATIONS

Due to the nature of the work contemplated Bidder must possess a valid State of Hawai’i Contractor's license in the appropriate classification.

General Engineering Contractors holding an ‘A’ license and General Building Contractors holding a ‘B’ license are reminded that due to the Hawai’i 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 in which the General Contractor has no license.

Bidders are solely responsible to review the project requirements, determine the appropriate licenses required, and ensure that they possess and that the Subcontractor(s) listed in their OFFER FORM possess the necessary specialty licenses to perform the work for this project.

PROJECT LABOR AGREEMENT

A Project Labor Agreement (PLA) will be required for any construction project in excess of one million five hundred thousand dollars ($1,500,000).

The Contractor who is awarded the project shall be required to submit to the Department of Defense, Engineering a complete, fully executed Agreement-To-Be-Bound within fourteen (14) calendar days of project award, or as soon thereafter as is practicable as determined by the Department. The Contractor must also obtain Letters of Assent from each subcontractor of whatever tier who may be employed on the project and submit copies of such Letters to the Department of Defense, Engineering within fourteen

(14) calendar days of project award, or as soon thereafter as is practicable as determined by the Department. The required form of the Contractor's Agreement To Be Bound and the subcontractors' Letter of Assent may be found in the solicitation packet. Failure to timely submit any required Agreement- To-Be-Bound or any required Letter of Assent shall be cause for the State in its sole discretion to rescind the subject award and to award the project to: the responsive and responsible offerer with the next lowest bid price for solicitations made under HRS 103D-302; or the next highest ranked offerer satisfying all solicitation requirements for solicitations made under HRS 103D-303.

OFFER DEEMED FIRM/AUTHORITY TO SUBMIT OFFER

Submission of an electronic response to the State of Hawai’i constitutes and shall be deemed an offer to sell the specified goods and/or services to the State of Hawai’i at the price shown in the response and under the State's Terms and Conditions. The electronic response submitter certifies that he/she is authorized to sign the response for the submitting vendor and that the response is made without connection with any person, firm, or corporation making a response for the same goods and/or services and is in all respects fair and without collusion or fraud.

CAMPAIGN CONTRIBUTIONS BY STATE AND COUNTY CONTRACTORS PROHIBITED

If awarded a contract in response to this solicitation, offeror agrees to comply with HRS §11-355, which states that campaign contributions are prohibited from a State and County government contractor during the term of the contract if the contractor is paid with funds appropriated by the legislative body between the execution of the contract through the completion of the contract.

HAWAI’I PRODUCTS’ PREFERENCE

In accordance with ACT 174, SLH 2022, effective June 27, 2022, Hawai’i Products Preference shall not apply to solicitations for public works construction. Therefore, the Hawai’i Products Preference shall not apply to this project.

http://dod.hawaii.gov/hieng/

Stephen F. Logan Major General Adjutant General

Posted on: July 28, 2026

REQUIREMENTS and SPECIFICATIONS

TO CONSTRUCT

HAWAII ARMY NATIONAL GUARD (HIARNG)

STAND-BY EMERGENCY GENERATOR INSTALLATIONS

STATEWIDE, HAWAII

STATE JOB NO: CA-202004-D

KALAELOA SITE

BUILDINGS 1874

FOR THE STATE OF HAWAI‘I, DEPARTMENT OF DEFENSE

JULY 2026

STAND-BY EMERGENCY GENERATOR

INSTALLATIONS, STATEWIDE, HAWAII Table of Contents

00 01 00 - 1

SECTION 00 01 00 - TABLE OF CONTENTS Pages

Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 11 00 Summary of Work.................................1 - 2

Section 01 20 00 Price and Payment Procedures....................1 - 2

Section 01 30 00 Administrative Requirements.....................1 - 3

Section 01 32 16.00 20 Small Project Construction Progress

Schedules.......................................1 - 3

Section 01 33 00 Submittal Procedures ............................1 – 17

Section 01 42 00 Sources for Reference Publications..............1 - 4

Section 01 45 00 Quality Control ................................1 - 10

Section 01 50 00 Temporary Construction Facilities and Controls .1 - 13

Section 01 57 19 Temporary Environmental Controls................1 - 29

Section 01 74 19 Construction Waste Management and Disposal ......1 - 8

Section 01 78 00 Closeout Submittals .............................1 – 13

Section 01 78 23 Operation and Maintenance Data..................1 – 16

DIVISION 02 - SITE CONSTRUCTION

Section 02 41 00 Demolition......................................1 - 10

DIVISION 03 - CONCRETE

Section 03 30 00 Cast-in-Place Concrete ..........................1 – 41

DIVISION 04 – MASONRY

Section 04 20 00 Unit Masonry....................................1 – 15

DIVISION 26 – ELECTRICAL

Section 26 00 00 Basic Electrical Materials and Methods..........1 – 5

Section 26 05 00 Common work Results.............................1 – 18

Section 26 05 19 Insulated Wire and Cable........................1 – 8

Section 26 05 26 Grounding and Bonding for Electrical Systems....1 – 8

Section 26 05 48 Seismic Protection for Electrical Systems.......1 – 2

Section 26 24 13 Switchboards....................................1 – 16

Section 26 32 15 Engine-Generator Set Stationary 15-2500 KW......1 – 72

STAND-BY EMERGENCY GENERATOR

INSTALLATIONS, STATEWIDE, HAWAII Table of Contents

00 01 00 - 2

Section 26 26 23 Automatic Transfer Switches and By-Pass/Isolation

Switch..........................................1 – 14

END OF TABLE OF CONTENTS

HAWAII ARMY NATIONAL GUARD (HIARNG) Section 01 11 00

STAND-BY EMERGENCY GENERATOR, KALAELOA SUMMARY OF WORK

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G, 1.2 WORK

COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the installation of stand-by emergency generators and incidental related work.

1.2.2 Location

The work is located at the HIARNG Kalaeloa base site at Buildings 1874 and 1898, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

HAWAII ARMY NATIONAL GUARD (HIARNG) Section 01 11 00

STAND-BY EMERGENCY GENERATOR, KALAELOA SUMMARY OF WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with

HAWAII ARMY NATIONAL GUARD (HIARNG) SECTION 01 11 00

STAND-BY EMERGENCY GENERATOR, KALAELOA 1874 Page 1 Installation requirements for locating and marking underground utilities. Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on Contract drawings, within area of work.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.5.2 Utility Locations

Provide a third party, independent, private utility locating company to positively identify underground utilities in the work area in addition to any station locating service and coordinated with the station utility department.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

STAND-BY EMERGENCY GENERATOR, KALAELOA

Section 01 20 00

PRICE AND PAYMENT PROCEDURES

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weight Certificates

1.2 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

[1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the [BIDDING][PRICING] PROPOSAL SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization.

STAND-BY EMERGENCY GENERATOR, KALAELOA

Section 01 20 00

PRICE AND PAYMENT PROCEDURES

1.3.1.2 Unit of Measure

Unit of measure: job.

HAWAII ARMY NATIONAL GUARD (HIARNG) SECTION 01 20 00

STAND-BY EMERGENCY GENERATOR, KALAELOA 1874 Page 1 ][1.4 UNIT PRICE

PAYMENT ITEMS

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

1.4.1 Excavation

1.4.1.1 Payment

Payment will be made for costs associated with excavation for the concrete slab structure, which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.4.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.4.1.3 Unit of Measure

Unit of measure: cubic yard.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

HAWAII ARMY NATIONAL GUARD (HIARNG) Section 01 30 00

STAND-BY EMERGENCY GENERATOR, KALAELOA ADMINISTRATIVE REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

Design Submittal Packaging

Performance Assessment Plan (PAP)

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in pdf file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch.

Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract.

Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time or excess costs or damages by the Contractor.

1.7 PRECONSTRUCTIONCONFERENCE

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference. The conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 MOBILIZATION

Contractor shall mobilize to the jobsite within 60 calendar days after contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Within 30 calendar days after contract award and prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

HAWAII ARMY NATIONAL GUARD (HIARNG)

STAND-BY EMERGENCY GENERATOR, KALAELOA

Section 01 32 16.00

SMALL PROJECT CONSTRUCTION

PROGRESS SCHEDULES

1.3.2 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an

HAWAII ARMY NATIONAL GUARD (HIARNG)

STAND-BY EMERGENCY GENERATOR, KALAELOA

Section 01 32 16.00

SMALL PROJECT CONSTRUCTION

electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

1.6 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

HAWAII ARMY NATIONAL GUARD (HIARNG)

STAND-BY EMERGENCY GENERATOR, KALAELOA

Section 01 32 16.00

SMALL PROJECT CONSTRUCTION

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager are to check and approve all items before submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

For Government approved division 01 preconstruction submittals that are required prior to or commencing with the start of work shall be submitted

HAWAII ARMY NATIONAL GUARD (HIARNG)

STAND-BY EMERGENCY GENERATOR, KALAELOA

Section 01 33 00

SUBMITTAL PROCEDURES

hpuszyn Inserted Text within 30 calendar days of contract award unless specified elsewhere in the specifications. For contractor approved division 01 submittals that are required prior to or commencing with the start of work shall be submitted within 45 calendar days of contract award unless specified elsewhere in the specifications.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment

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Section 01 33 00 or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

HAWAII ARMY NATIONAL GUARD (HIARNG)

STAND-BY EMERGENCY GENERATOR, KALAELOA

Section 01 33 00

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

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Section 01 33 00

1.3 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.5 PREPARATION

1.5.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms [will be furnished to the Contractor][are included in the RMS CM software that the Contractor is required to use for this contract]. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches , except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

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a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Present shop drawings sized 8 1/2 by 11 inches as part of the bound volume Submit an electronic copy in PDF format.

1.5.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space, no smaller than 3 inches on the right-hand side of each sheet for the Government disposition stamp.

1.5.2.3 Format of SD-03 Product Data

Present product data submittals for each section as a complete volume in electronic PDF format. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.5.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.5.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing

HAWAII ARMY NATIONAL GUARD (HIARNG)

STAND-BY EMERGENCY GENERATOR, KALAELOA

Section 01 33 00

SUBMITTAL

PROCEDURES Page 6 organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.2.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

1.5.2.4.2 Sample Incorporation

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at the time of use.

Recording of Sample Installation: Note and preserve the notation of any

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Section 01 33 00

PROCEDURES Page 7 area constituting a sample installation, but remove the notation at the final clean-up of the project.

1.5.2.4.3 Comparison Sample

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

When color, texture, or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.5.2.5 Format of SD-05 Design Data

Provide design data and certificates as a complete volume in electronic PDF format.

1.5.2.6 Format of SD-06 Test Reports

Provide reports as a complete volume in electronic PDF format.

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.5.2.7 Format of SD-07 Certificates

Provide design data and certificates as a complete volume in electronic PDF format.

1.5.2.8 Format of SD-08 Manufacturer's Instructions

Present manufacturer's instructions submittals for each section as a complete volume in electronic PDF format, bound volume. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry, and technical-society publication references. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.

Submit the manufacturer's instructions before installation.

1.5.2.8.1 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been

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STAND-BY EMERGENCY GENERATOR, KALAELOA

Section 01 33 00

PROCEDURES Page 8 tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.2.9 Format of SD-09 Manufacturer's Field Reports

Provide reports as a complete volume in electronic PDF format.

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.5.2.10 Format of SD-10 Operation and Maintenance Data (O&M)

Comply with the requirements specified in Section 01 78 23 OPERATION AND MAINTENANCE DATA for O&M Data format.

1.5.2.11 Format of SD-11 Closeout Submittals

When the submittal includes a document that is to be used in the project or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

The entire set of source drawing files (DWG) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.5.3.2 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files.