KALANIANAOLE HIGHWAY RESURFACING ADDENDUM NO. 5

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD PAGE 1 OF 1

DISTRICT OF KOOLAUPOKO, HONOLULU OCTOBER 19, 2026

ISLAND OF OAHU

FEDERAL-AID PROJECT NO. NH-072-1(057)

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS

ADDENDUM NO. 5

FOR

KALANIANAOLE HIGHWAY RESURFACING

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD

DISTRICT OF KOOLAUPOKO, HONOLULU

ISLAND OF OAHU

FEDERAL-AID PROJECT NO. NH-072-1(057)

October 19, 2026

This Addendum shall make the following amendment(s) to the Solicitation:

A. PROPOSAL

1. Delete PROPOSAL dated r07/01/26 in its entirety and replace it with attached PROPOSAL dated r10/19/26.

• Approx. Quantity was revised for Item No. 606.0101 Midwest Guardrail System

• Approx. Quantity was revised for Item No. 606.0102 Midwest Guardrail System, Epoxy

Coated

B. PLANS

1. Delete PLAN SHEET NO. 35 ROADWAY PLANS and replace it with attached PLAN SHEET

NO. ADD. 35 ROADWAY PLANS.

2. Delete PLAN SHEET NO. 36 ROADWAY PLANS and replace it with attached PLAN SHEET

NO. ADD. 36 ROADWAY PLANS.

3. Delete PLAN SHEET NO. ADD. 39 ROADWAY PLANS and replace it with attached PLAN

SHEET NO. ADD. 39 ROADWAY PLANS.

Please acknowledge receipt of this ADDENDUM NO. 5 by recording the date of its receipt in the space provided on the PAGE P-4 of the Proposal.

HENRY KENNEDY

Engineering Program Manager

For

FED

r10/19/26 P-1

PROPOSAL TO THE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

PROJECT: KALANIANAOLE HIGHWAY RESURFACING

VICINITY OF MAKAI PIER TO

VICINITY OF HANAUMA BAY ROAD

DISTRICT OF KOOLAUPOKO, HONOLULU

ISLAND OF OAHU

PROJECT NO.: NH-072-1(057)

COMPLETION TIME: 480 Working days from the Start Work Date from the Department

DBE PROJECT GOAL: None specified.

DESIGN PROJECT MANAGER:

NAME: Robert Sun ADDRESS: 601 Kamokila Boulevard, Room 609

Kapolei, Hawaii 96707

PHONE NO.: (808) 692-7578

EMAIL: robert.sun@hawaii.gov

ELECTRONIC SUBMITTAL: Bidders shall submit and upload the complete proposal to HIePRO prior to the bid opening date and time. Any additional support documents explicitly designated as confidential and/or proprietary shall be uploaded as a separate file to HIePRO. See

SPECIAL PROVISIONS 102.09 DELIVERY OF

PROPOSALS for complete details. FAILURE

TO UPLOAD THE COMPLETE PROPOSAL TO

HIePRO SHALL BE GROUNDS FOR

REJECTION OF THE BID.

r10/19/26 P-2

Director of Transportation 869 Punchbowl Street Honolulu, Hawaii 96813

Dear Sir:

The undersigned Bidder declares the following:

1. It has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this proposal.

2. It has not been assisted or represented on this matter by any individual who has, in a State capacity, been involved in the subject matter of this contract within the past two years.

3. It has not and will not, either directly or indirectly offered or given a gratuity (i.e., an entertainment or gift) to any State or County employee to obtain a contract or favorable treatment under a contract.

4. It will not maintain for its employees any segregated facilities at any of its establishments.

5. Does not and will not permit its employees to perform their services at any location under its control, where segregated facilities are maintained.

The undersigned Bidder further agrees to the following:

1. If this proposal is accepted, it shall execute a contract with the Department to provide all necessary labor, machinery, tools, equipment, apparatus and any other means of construction, to do all the work and to furnish all the materials specified in the contract in the manner and within the time therein prescribed in the contract, and that it shall accept in full payment therefore the sum of the unit and/or lump sum prices as set forth in the attached proposal schedule for the actual quantities of work performed and materials furnished and furnish satisfactory security in accordance with Section 103D- 324, Hawaii Revised Statutes, within 10 days after the award of the contract or within such time as the Director of Transportation may allow after the undersigned has received the contract documents for execution, and is fully aware that non-compliance with the aforementioned terms will result in the forfeiture of the full amount of the bid guarantee required under Section 1032D-323, Hawaii Revised Statutes.

2. That the quantities given in the attached proposal schedule are approximate only and are intended principally to serve as a guide in determining and comparing the bids.

P-3

3. That the Department does not either expressly or by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work, or to omit portions of the work, as may be deemed necessary or advisable by the Director of Transportation, and that all increased or decreased quantities of work shall be performed at the unit prices set forth in the attached proposal schedule except as provided for in the specifications.

4. In case of a discrepancy between unit prices and the totals in said Proposal Schedule, the unit prices shall prevail.

5. Unless amended by Special Provision, agrees to begin work within 10 working days after the date of notification to commence with the work, which date is in the notice to proceed, and shall finish the entire project within the time prescribed.

6. The Director of Transportation reserves the right to reject any or all bids and waiver will be for the best interest of the public.

7. The undersigned Bidder further agrees to the following: Pursuant to HRS §103D-405(d), any contractor (including consultants) paid for services to develop or prepare specifications or work statements shall be precluded from submitting an offer or receiving a contract for that particular solicitation. This includes the preparation of reports relied upon by HDOT in the development of the project scope.

The Bidder acknowledges receipt of and certifies that it has completely examined the following listed items: Hawaii Standard Specifications for Road and Bridge Construction, 2005, and/or the General Provisions for Construction Projects for AIR and WATER Transportation Facilities Division dated 2016, as applicable, the Notice to Bidders, Special Provisions, Proposal, Contract, Bond Forms, and Project Plans.

P-4

In accordance with Section 103D-323, Hawaii Revised Statutes, this proposal is accompanied with a bid security in the amount of 5% of the total amount bid, in the form checked below. (Check applicable bid security submitted with bid.)

Surety Bid Bond (Use standard form), Cash, Certified Check, or

(Fill in other acceptable security.)

The undersigned Bidder acknowledges receipt of any addendum issued by the Department by recording in the space below the date of receipt.

Addendum No. 1 Addendum No. 4

Addendum No. 2 Addendum No. 5

Addendum No. 3 Addendum No. 6

In accordance with Section 103D-302, Hawaii Revised Statutes, the undersigned as Bidder has listed the name of each person or firm who will be engaged by the Bidder on the project as Subcontractor or Joint Contractor and the nature of work to be done by each on the following page. The Bidder must adequately and unambiguously disclose the unique nature and scope of the work to be performed by each Subcontractor or Joint Contractor. For each listed firm, the Bidder declares the respective firm is a Subcontractor or Joint Contractor and is subject to evaluation as a Subcontractor or Joint Contractor. It is understood that failure to comply with the aforementioned requirements may be cause for rejection of the bid submitted.

P-5 r10/19/26

SUBCONTRACTOR LISTING

(Attach additional sheets if necessary.)

NAME OF FIRM NATURE OF WORK

SUBCONTRACTOR:

1.

1a1.

2.

2a.

3.

3a.

4.

4a.

5.

5a.

6.

6a.

7.

7a.

NOTES:

The Name of Firm and Nature of Work shall be indicated for all listed firms. The Bidder must adequately and unambiguously disclose the unique nature and scope of the work to be performed by each Sub- or Joint Contractor.

For each listed firm, the Bidder declares the respective firm is a Sub- or Joint Contractor and subject to evaluation as a Sub- or Joint Contractor.

1 Second tier subcontractors

P-6 r10/19/26

JOINT CONTRACTOR LISTING

(Attach additional sheets if necessary.)

NAME OF FIRM NATURE OF WORK

JOINT CONTRACTOR:

1.

1a1.

2.

2a.

3.

3a.

4.

4a.

5.

5a.

6.

6a.

7.

7a.

NOTES:

The Name of Firm and Nature of Work shall be indicated for all listed firms. The Bidder must adequately and unambiguously disclose the unique nature and scope of the work to be performed by each Sub- or Joint Contractor.

For each listed firm, the Bidder declares the respective firm is a Sub- or Joint Contractor and subject to evaluation as a Sub- or Joint Contractor.

1 Second tier joint contractors

P-7 r10/19/26

The undersigned hereby certifies that the bid prices contained in the attached proposal schedule have been carefully checked and are submitted as correct and final.

This declaration is made with the understanding that the undersigned is subject to the penalty of perjury under the laws of the United States and is in violation of the Hawaii Penal Code, Section 710-1063, unsworn falsification to authorities, of the Hawaii Revised Statutes, for knowingly rendering a false declaration.

Bidder (Company Name)

Authorized Signature

Title

Business Address

Business Telephone Email

Date

Contact Person (If different from above.)

Phone: Email:

NOTE:

If Bidder is a CORPORATION, the legal name of the corporation shall be set forth above, the corporate seal affixed, together with the signature(s) of the officer(s) authorized to sign contracts for the corporation. Please attach to this page current (not more than six months old) evidence of the authority of the officer(s) to sign for the corporation.

If Bidder is a PARTNERSHIP, the true name of the partnership shall be set forth above, with the signature(s) of the general partner(s). Please attach to this page current (not more than six months old) evidence of the authority of the partner authorized to sign for the partnership.

If Bidder is an INDIVIDUAL, the bidder's signature shall be placed above.

If signature is by an agent, other than an officer of a corporation or a partner of a partnership, a POWER OF ATTORNEY must be on file with the Department before opening bids or submitted with the bid. Otherwise, the Department may reject the bid as irregular and unauthorized.

NH-072-1(057)

r10/19/26 P-8

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

201.0100 Clearing and Grubbing 10,000 L.F. $ ________ $__________

202.0100 Removal of Existing Guardrail and End Terminals 25,000 L.F. $ ________ $__________

202.0200 Removal of Existing Curbs 1,200 L.F. $ ________ $__________

202.0400 Removal of Existing Concrete Barriers 200 L.F. $ ________ $__________

202.0500 Removal of Existing Barrels 6 EACH $ ________ $__________

202.0600 Removal of Existing Inlets 2 EACH $ ________ $__________

202.0701 Removal of Existing Culvert Headwall for Culvert at Sta.

17+64.99 1 EACH $ ________ $__________

202.0702 Removal of Existing AC pavement for Culvert at Sta.

17+64.99 60 SY $ ________ $__________

202.0703 Removal of Existing Cement Rubble Masonry surrounding Culvert at Sta. 17+64.99 15 CY $ ________ $__________

202.0704 Removal of Existing Riprap surrounding Culvert at Sta.

17+64.99 15 CY $ ________ $__________

202.0801 Relocate Existing Pullbox F.A. F.A. F.A. $_500______

203.0100 Roadway Excavation 1,000 C.Y. $ ________ $__________ r10/19/26 P-9

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

205.0100 Structure Excavation for CRM Walls for Culvert at Sta.

17+64.99 70 C.Y. $ ________ $__________

205.0200 Structure Backfill for CRM Walls for Culvert at Sta.

17+64.99 40 C.Y. $ ________ $__________

205.0300 CLSM Backfill for Box Culvert and Extension for Culvert at Sta. 17+64.99 40 C.Y. $ ________ $__________

209.0100 Installation, Maintenance, Monitoring, and Removal of

BMP L.S. L.S. L.S. $__________

209.0200 Additional Water Pollution, Dust, and Erosion Control F.A. F.A. F.A. $_160,000.00

301.1000 Hot Mix Asphalt Base Course 8,805 TONS $ ________ $__________

305.0100 Aggregate Subbase 40 TONS $ ________ $__________

401.0100 PMA Pavement, Mix No. IV 16,400 TONS $ ________ $__________

401.0200 Pavement Smoothness Incentive Allowance Allow. Allow. $_104,960.00

401.3000 3-Lane Raised Crosswalk Installation, PMA Pavement, Mix No. IV at Sta. 270+68 Hanauma Bay Road 1 EACH $ ________ $__________

414.0100 Excavation of Weakened Pavement Areas 7,260 C.Y. $ ________ $__________

415.0100 Cold Planing 122,040 S.Y. $ ________ $__________

r10/19/26 P-10

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

507.0601 Modified Delaware Retrofit 250 L.F. $ ________ $__________

507.0602 Modified Delaware Retrofit, Epoxy Coated 650 L.F. $ ________ $__________

508.0100 Cement Rubble Masonry for Culvert at Sta. 17+64.99 45 C.Y. $ ________ $__________

602.0100 Reinforcing Steel for Slabs 2,500 LBS $ ________ $__________

603.0100 36-Inch Fiber Glass Reinforced Polymer Mortar Pipe for Culvert at Sta. 17+64.99 76 L.F. $ ________ $__________

604.1000 Adjusting Storm Drain Manhole Frame and Cover 2 EACH $ ________ $__________

604.2000 Type "1" Grated Drop Inlet at Sta. 41+85 L.S. L.S. L.S. $__________

604.3000 Type "1211214P" Grated Drop Inlet at Sta. 89+50 L.S. L.S. L.S. $__________

604.4000 Adjusting U.S. Army Manhole Frame and Cover 8 EACH $ ________ $__________

604.5001 Adjusting HECO Manhole Frame and Cover 11 EACH $ ________ $__________

604.5002 Adjusting HECO Utility Box 7 EACH $ ________ $__________

604.6000 Adjusting HTCO Manhole Frame and Cover 18 EACH $ ________ $__________

604.7000 Adjusting Spectrum Manhole Frame and Cover 6 EACH $ ________ $__________ r10/19/26 P-11

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

606.0101 Midwest Guardrail System 10,625.5 L.F. $ ________ $__________

606.0102 Midwest Guardrail System, Epoxy Coated 6,825 L.F. $ ________ $__________

606.0202 Midwest Guardrail System with 8' or 9' Post W-Beam, Epoxy Coated 3,000 L.F. $ ________ $__________

606.0301 Transition Section to Bridge Railings, Epoxy Coated 16 EACH $ ________ $__________

606.0302 Transition Section to Bridge Railings 5 EACH $ ________ $__________

606.0401 Thrie-Beam Guardrail 100 L.F. $ ________ $__________

606.0402 Thrie-Beam Guardrail, Epoxy Coated 800 L.F. $ ________ $__________

606.0501 Transition Section to Thrie-Beam 13 EACH $ ________ $__________

606.0502 Transition Section to Thrie-Beam, Epoxy Coated 20 EACH $ ________ $__________

606.0601 MGS Terminal Section, MFLEAT 25 EACH $ ________ $__________

606.0602 MGS Terminal Section, MFLEAT, Epoxy Coated 5 EACH $ ________ $__________

612.0100 Grouted Rubble Paving for Culvert at Sta. 17+64.99 25 C.Y. $ ________ $__________

613.0100 Centerline and Reference Survey Monuments 58 EACH $ ________ $__________

614.0100 Adjusting Street Survey Monument 1 EACH $ ________ $_________ r10/19/26 P-12

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

615.0100 16-Inch Milled Rumble Strip, Centerline 23,649 L.F. $ ________ $_________

615.0200 12-Inch Milled Rumble Strip, Bicycle Friendly Edgeline 12,953 L.F. $ ________ $_________

621.0100 Inventory of Invasive Species before Construction L.S. L.S. L.S. $_________

621.0200 Invasive Species Removal Plan F.A. F.A. F.A. $_5,000.00_

621.0300 Removal of Plants and Animals Established before Physical Construction or Site work, Post-removal Monitoring

F.A. F.A. F.A. $_10,000.00_

621.0400 Monitoring of Invasive Species during and after

Construction L.S. L.S. L.S. $_________

621.0500 Post-Construction Inventory Prior to Returning the Site to the State L.S. L.S. L.S. $_________

623.3060 Traffic Signal Assembly (One-Way, 12-Inch, 1-3 Section Vertical with Mast-Arm Mounting) with LED Signal Lights 3 EACH $ ________ $_________

623.3061 Traffic Signal Assembly (One-Way, 12-Inch, 1-3 Section Vertical Programmable Visibility Head with Mast-Arm Mounting) with LED Signal Lights

1 EACH $ ________ $_________

623.3900 Approach-Only Microwave Vehicle Detector 3 EACH $ ________ $_________ r10/19/26 P-13

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

623.4001 Traffic Signal Back Plate (Louvered, Black with Border) 4 EACH $ ________ $_________

623.7051 Loop Detector Sensing Unit (6 Ft. Diameter) One Loop 2 EACH $ ________ $_________

623.7052 Loop Detector Sensing Unit (6 Ft. Diameter) Two Loops 2 EACH $ ________ $_________

623.7054 Loop Detector Sensing Unit (6 Ft. Diameter) Four Loops 1 EACH $ ________ $_________

623.7056 Loop Detector Sensing Unit (6 Ft. Diameter) Six Loops 1 EACH $ ________ $_________

626.1000 Adjusting Water Manhole Frame and Cover 3 EACH $ ________ $_________

626.2000 Adjusting Water Valve Box Frame and Cover 12 EACH $ ________ $_________

629.1010 Double 6-Inch Pavement Striping - RPM Centerline

Rumble Strip Area (Thermoplastic Extrusion) 10,624 L.F. $ ________ $__________

629.1011 Double 6-Inch Pavement Striping - Milled Centerline

Rumble Strip Area (Thermoplastic Hot Spray) 23,347 L.F. $ ________ $__________

629.1012 6-Inch Lane Striping, 10-Foot Profiled (Thermoplastic Extrusion) 1,193 L.F. $ ________ $__________

629.1013 6-Inch Lane Striping, 10-Foot Profiled (Thermoplastic Hot Spray) 1,485 L.F. $ ________ $__________

629.1014 6-Inch Pavement Striping (Thermoplastic Extrusion) 29,934 L.F. $ ________ $__________ r10/19/26 P-14

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

629.1015 6-Inch Pavement Striping (Thermoplastic Hot Spray) 990 L.F. $ ________ $__________

629.1016 6-Inch Pavement Striping - Guide Line (Thermoplastic Extrusion) 3,058 L.F. $ ________ $__________

629.1017 6-Inch Pavement Striping - Milled Edgeline Rumble Strip Area (Thermoplastic Hot Spray) 6,604 L.F. $ ________ $__________

629.1110 8-Inch Pavement Striping (Thermoplastic Extrusion) 27,412 L.F. $ ________ $__________

629.1111 8-Inch Pavement Striping - Guide Line (Thermoplastic Extrusion) 220 L.F. $ ________ $__________

629.1112 8-Inch Pavement Striping - Milled Edgeline Rumble Strip Area (Thermoplastic Hot Spray) 6,132 L.F. $ ________ $__________

629.1200 12-Inch Pavement Striping - Diagonal (Thermoplastic Extrusion) 1,051 L.F. $ ________ $__________

629.1500 3-Lane Raised Crosswalk Advance Warning Markings (both approaches) at Sta. 270+68 Hanauma Bay Road 1 EACH $ ________ $__________

629.2010 12-Inch Stop Bar (Thermoplastic Extrusion) 448 L.F. $ ________ $__________

629.2011 24-Inch Stop Bar (Thermoplastic Extrusion) 37 L.F. $ ________ $__________

629.3010 Crosswalk Marking (Thermoplastic Extrusion) 18 LANE $ ________ $__________

629.3011 Pavement Arrow (Thermoplastic Extrusion) 36 EACH $ ________ $__________ r10/19/26 P-15

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

629.3012 Pavement Word (Thermoplastic Extrusion) 44 EACH $ ________ $__________

629.3013 Pavement Symbol - Yield Line (Thermoplastic Extrusion) 5 EACH $ ________ $__________

629.3014 Pavement Symbol - Bike Lane (Thermoplastic Extrusion) 5 EACH $ ________ $__________

629.4010 Type "C" Pavement Markers 1,646 EACH $ ________ $__________

629.4011 Type "D" Pavement Markers 1,325 EACH $ ________ $__________

629.4013 Type "H" Pavement Markers 423 EACH $ ________ $__________

629.4014 Type "J" Pavement Markers (RPM Centerline Rumble

Strip) 4,829 EACH $ ________ $__________

630.0301 Type A Route Marker Assembly 2 EACH $ ________ $__________

630.0400 Street Name Sign on Traffic Signal Mast Arm 2 EACH $ ________ $__________

631.1010 Regulatory Sign (10 Square Feet or Less) 101 EACH $ ________ $__________

631.1020 Regulatory Sign (10 Square Feet or Less) with Post(s) 138 EACH $ ________ $__________

631.1021 Regulatory Sign (More than 10 Square Feet) with Post(s) 12 EACH $ ________ $__________

631.2010 Warning Sign (10 Square Feet or Less) 69 EACH $ ________ $__________

631.2020 Warning Sign (10 Square Feet or Less) with Post(s) 75 EACH $ ________ $__________ r10/19/26 P-16

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

631.4010 Removal of Existing Sign 4 EACH $ ________ $__________

631.4020 Removal of Existing Sign & Post(s) 9 EACH $ ________ $__________

631.5000 In-Street Pedestrian Crosswalk Sign with Surface Mount Base 2 EACH $ ________ $__________

632.4010 Reflector Marker RM-2 with Flexible Post (Type A, 36" High, Yellow) 44 EACH $ ________ $__________

632.4200 Mile Post Marker and Route Number Plate with Post (Bi- Directional) 10 EACH $ ________ $__________

632.4300 Type III Object Marker with Post 17 EACH $ ________ $__________

632.4400 Reflector Marker for Culvert at Sta. 17+64.99 6 EACH $ ________ $__________

634.1000 Portland Cement Concrete Sidewalk at Makapuu L.S. L.S. L.S. $__________

634.2000 Portland Cement Concrete Refuge Area at Makapuu L.S. L.S. L.S. $__________

634.3000 Concrete Curbed Median at Makapuu L.S. L.S. L.S. $__________

634.4000 Concrete Pad at Makapuu L.S. L.S. L.S. $__________

638.0100 Concrete Curb, Type 2D 1,200 L.F. $ ________ $__________

639.0100 Asphalt Concrete Curb, Type 6 120 L.F. $ ________ $__________ r10/19/26 P-17

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

641.1000 Hydro-Mulch Seeding F.A. F.A. F.A. $ 40,000.00

645.0100 Traffic Control L.S. L.S. L.S. $__________

645.2000 Additional Police Officers And/or Additional Control Device F.A. F.A. F.A. $ 689,500.00

648.0100 Field-Posted Drawings L.S. L.S. L.S. $__________

650.1000 Curb Ramp at Makapuu L.S. L.S. L.S. $__________

671.0100 Protection of Endangered Species FA FA FA $ 700,000.00

671.0200 IDEA Seabird Conservation Account FA FA FA $ 165,000.00

680.0100 Defective Concrete Repairs F.A. F.A. F.A. $_50,000.00_

693.1000 Terminal Impact Attenuator, Quadguard System M10

(TL-3) 1 EACH $ ________ $__________

694.0100 Longitudinal Channelizing Curb System 418 EACH $ ________ $__________

696.1000 Maintenance of Trailers F.A. F.A. F.A. $ 80,000.00

699.1000 Mobilization (Not to Exceed 6 Percent of the Sum of All Items Excluding the Bid Price of this Item) L.S. L.S. L.S. $__________ r10/19/26 P-18

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

Total Amount for Comparison of Bids ………………………………………………………………

NOTE: 1) Bidders shall complete all unit prices and amounts. Failure to do so may be grounds for rejection of bid.

2) If a discrepancy occurs between unit bid price and the bid price, the unit bid price shall govern.

NH-072-1(057) ADDENDUM NO. 5

P-19 r10/19/26

PROPOSAL SCHEDULE 1

The bidder is directed to Subsection 105.16 – Subcontracts. 3 The bidder's attention is directed to Sections 696 - Field Office and Project 5 Site Laboratory and 699 - Mobilization for the limitation of the amount bidders are 6 allowed to bid. 7 If the bid price for any proposal item having a maximum allowable bid 9 indicated therefore in any of the contract documents is in excess of such a 10 maximum amount, the bid price for such proposal item shall be adjusted to reflect 11 the limitation thereon. The comparison of bids to determine the successful 12 bidder and the amount of contract to be awarded shall be determined after such 13 adjustments are made, and such adjustments shall be binding upon the bidder. 14 The bidder is directed to Section 717 – Cullet and Cullet-Made Materials 16 regarding recycling of waste glass. 17

PROPOSAL SCHEDULE NOTE 20

1. Bids shall include all Federal, State, County and other applicable taxes 22 and fees. 23

2. The TOTAL AMOUNT FOR COMPARISON OF BIDS shall be used to 25 determine the lowest responsible bidder. 26

3. Bidders shall complete all unit prices and amounts. Failure to do so shall 28 be grounds for rejection of bid. 29

4. If a discrepancy occurs between unit bid price and the bid price, the unit 31 bid price shall govern. 32

5. Bidders shall submit and upload the complete proposal to HIePRO 34 prior to the bid opening date and time. Proposals received after said 35 due date and time shall not be considered. Any additional support 36 documents explicitly designated as confidential and/or proprietary 37 shall be uploaded as a separate file to HIePRO. Bidders shall not 38 include confidential and/or proprietary documents with the proposal. 39 The record of each bidder and respective bid shall be open to public 40 inspection. Original (wet ink, hard copy) proposal documents are not 41 required to be submitted. Contract award shall be based on evaluation 42 of proposals submitted and uploaded to HIePRO. 43 FAILURE TO UPLOAD THE COMPLETE PROPOSAL TO HIePRO 44

SHALL BE GROUNDS FOR REJECTION OF THE BID. 45

NH-072-1(057) ADDENDUM NO. 5

P-20 r10/19/26

If there is a conflict between the specification document and the HIePRO 46 solicitation, the specifications shall govern and control, unless otherwise 47 specified. 48

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.24 fb 4 80G/

Trav. "CM-29" (survey nail w/ washer) Elev.=27.52 fb 480G/49

Trav. CM-31" (survey nail w/ washer) Elev.=22.58 fb 480G/39

Trav. "CM-30" Elev.=25.94

MON.

MON.

MO

N.

es ep ep es r/w r/w

New Midwest Guardrail Sys tem

Limits of Resurfacing

A Limits of Resurfacing

A

TRU

E NO

RTH

SCAL

E: 1"

= 40'

TRUE NORTH

SCALE: 1" = 40'

£ Sta. 113+00± O/S 22.5' Lt. to ℋ Sta. 116+28± O/S 26' Lt.

Remove existing guardrail Install transition to Wawamalu Canal bridge railing at trailing end.

See sheet 22-26 for details. Install 262.5 L.F. MGS guardrail.

Install MASH FLEAT Terminal TL-3 Standard Post System or approved equivalent at approach end. See Sheet 18-21 for details.

£ Sta. 67+72± O/S 75' Lt. to ℋ Sta. 111+96± O/S 21.5' Lt.

Remove existing guardrail Install transition to Wawamalu Canal bridge railing at approach end.

See Sheet 22-26 details. Install 4,350 L.F. MGS guardrail.

Install MASH FLEAT Terminal TL-3 Standard Post System or approved equivalent at trailing end. See Sheet 18-21 for details.

£ Sta. 110+49± O/S 31' Rt. to ℋ Sta. 111+96± O/S 26' Rt.

Remove existing guardrail Install transition to Wawamalu Canal bridge railing at trailing end.

See sheet 22-26 for details.

Install 87.5 L.F. MGS guardrail.

Install MASH FLEAT Terminal TL-3 Standard Post System or approved equivalent at approach end. See Sheet 18-21 for details.

£ Sta. 113+00± O/S 31' Rt. to ℋ Sta. 116+28± O/S 24.5' Rt.

Remove existing guardrail Install transition to Wawamalu Canal bridge railing at trailing end. See sheet 22-26 for details.

Install 275 L.F. MGS guardrail.

Install MASH FLEAT Terminal TL-3 Standard Post System or approved equivalent at approach end.

See Sheet 18-21 for details.

SHEET No. OF SHEETS

FED. ROAD

HAWAII HAW.

STATE FED.AID FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO. PROJ. NO.

ok al dp

.d w g

N A M E

N am e> N am e> N am e> N am e> N am e>

ADD.35

LEGEND

Resurfacing Limits

Resurfacing Limits

Reconstruction Area

Cold Plane 4" Pave 2" PMA Mix No. IV Pave 2" PMA Mix No. IV

Cold Plane 2" Pave 2" PMA Mix No. IV

Cold Plane 8.5" Pave 4.5" ACB Pave 2" PMA Mix No. IV Pave 2" PMA Mix No. IV

B

C

A

M.

L.

ℋ

S

TA

. 1

+0 0.

M.L. ℋ STA. 112+50.00

M .L ℋ

ST

A.

+5

0.

00 M

.L. ℋ STA. 123+00.00

REVISIONDATE

10/19/20265

Revised notes for reference sheets and quantities for guardrail.

Wawamalu

Stream Bridge

Δ = 76°44'45"Δ/2 = 38°22'22.7"R = 958.00T = 758.57C = 1,189.41Lc = 1,283.21

ℋ Curve Data

PC

ℋ S

TA

. 1

+9 6.

PT

ℋ S

TA

. 1

+8 0.

+00

130+00

135+00

° 5

8' 10"

.87

21° 24' 38" 446.92

53° 54' 08"

393.07

54° 58' 49"

Trav. "CM-36"Elev.=19.63

Trav. "CM-37"

(3/4" pipe w/ c & t)

Elev.=15.84 fb 480F/66

Trav. "CM-35"(survey nail)Elev.=18.37fb 480G/2, 11

Trav

. "CM

-34"

(sur vey nail w/ was her)

Elev .=14

.49 fb 4 80G

/16

MO

N.

MON.

es ep epes r/w r/w

A Limits of Resurfacing

A Limits of Resurfacing

New Modified Delaware Retrofit

New Modified Delaware Retrofit

P T

ℋ S

TA

4+

.1

135+00 140+00 145+00

54° 58' 49" 468.60

70° 10' 19" 301.34

48° 23 ' 43"

354.90

Trav. "CM-37"(3/4" pipe w/ c & t)Elev.=15.84 fb 480F/66

Trav. "CM-39" Elev.=12.39Trav. "CM-37-A"Elev.=15.75

Trav. "CM-38"(3/4" pipe w/ c & t)Elev.=13.68 fb 480F/55 fb 480M/39

MON.

es ep epes r/w r/w

A Limits of

Resurfacing

A

Begin Shoulder Widening

Limits of Resurfacing

TRU

E N

ORT

H

SCAL

E: 1

40'

TR

UE

N

OR

TH

SC

AL

E:

0'

£ Sta. 122+16± O/S 22' Lt. to ℋ Sta. 131+86± O/S 22' Lt.

Existing bridge railings to remain Remove existing guardrail Install Modified Delaware Retrofit on Wawamalu Stream Bridge.

See sheet 22-24 for details. Install 825 L.F. MGS guardrail.

Install MASH FLEAT Terminal TL-3 Standard Post System or approved equivalent at approach and trailing end.

See Sheet 18-21 for details.

£ Sta. 124+06± O/S 25.5' Rt. to ℋ Sta. 126+12± O/S 28' Rt.

Existing bridge railings to remain Remove existing guardrail Install Modified Delaware Retrofit on Wawamalu Strem Bridge.

See sheet 22-24 for details.

Install 62.5 L.F. MGS guardrail.

Install MASH FLEAT Terminal TL-3 Standard Post System or approved equivalent at approach and trailing end. See Sheet 18-21 for details.

£ Sta. 142+82± O/S 42' Lt. to ℋ Sta. 1143+32± O/S 44.9' Lt.

Remove existing guardrail Install 12.5 L.F. MGS guardrail.

Install MASH FLEAT Terminal TL-3 Standard Post System or approved equivalent at approach and trailing end.

See Sheet 18-21 for details.

SHEET No. OF SHEETS

FED. ROAD

HAWAII HAW.

STATE FED.AID FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO. PROJ. NO.

ok al dp

.d w g

N A M E

N am e> N am e> N am e> N am e> N am e>

ADD.36

LEGEND

Resurfacing Limits

Resurfacing Limits

Reconstruction Area

Cold Plane 4" Pave 2" PMA Mix No. IV Pave 2" PMA Mix No. IV

Cold Plane 2" Pave 2" PMA Mix No. IV

Cold Plane 8.5" Pave 4.5" ACB Pave 2" PMA Mix No. IV Pave 2" PMA Mix No. IV

B

C

A

M.

L.

ℋ

ST

A.

+0 0.

M.

L.

ℋ

ST

A.

+0 0.0

M

.L. ℋ STA. 134+00.00

M .L ℋ

ST

A.

+0

0.

REVISIONDATE

10/19/2026Revised notes for clarity.5

ℋ Curve Data

ℋ Curve Data

Δ = 16°22'36"

Δ/2 = 8°11'18"

R = 2,033.00

T = 292.54

C = 579.11

Lc = 581.09

Δ = 50°53'48" Δ/2 = 25°26'54.1" R = 302.00 T = 143.71 C = 259.54 Lc = 268.27

P C ℋ

S

TA

8+

.5

P C ℋ

S

TA

5+

.8

PC

ℋ S

TA

. 1

+0 7.

P T

ℋ S

TA

4+

.6

PT

ℋ S

TA

. 1

+2 9.

190+00

195+00

+00

43° 32' 56" 476.87 55° 30' 58"

318.07

4°

' 1 4"

4.7

Trav. "CM-53A" (" " cut on conc. curb)Elev.=58.52 fb 480E/63

Trav. "CM-54A"(survey nail in ac)Elev.=71.34fb 480E/69

Trav. "CM-52" 3/4"pipe w/ c & t)Elev.=43.14 fb 480E/49

Trav. "CM-53" (3/4"pipe w/ c & t)Elev.=65.80 fb 480E/57 fb 480M/38

MON

MON.

MO

N.

MON.

MO

N.

r/w r/w r/w

Limits of Resurfacing A Replace existing curb with new

Type 6 curb construct Centerline Monument.

for detail see Std. Plan D-07

Replace Concrete barriers and crash barrels with new guardrail

Concrete swale to remain construct Centerline Monument.

for detail see Std. Plan D-07 construct Centerline Monument.

for detail see Std. Plan D-07

ℋ Curve Data

ℋ Curve Data

ℋ Curv e Data

Δ = 50°53' 48"

Δ/2 = 25°26' 54.1"

R = 302.00

T = 143.71

C = 259.54

Lc = 268.27

Δ = 39°27'19" Δ/2 = 19°43'39.3" R = 406.00 T = 145.59 C = 274.09 Lc = 279.58

Δ = 19°27'37" Δ/2 = 9°43'48.4" R = 691.00 T = 118.49 C = 233.57 Lc = 234.69

PC

ℋ S

TA

. 1

+0 7.4

P C

ℋ S

TA

2+

.2

PT

ℋ S

TA

. 1

+2 9.1

P T

ℋ S

TA

1+

.0

P T

ℋ S

TA

4+

.9

0+

205+00

4° 4' 4"

4.

37° 1 4' 54

447.

Trav. "CM-56" (mag nail in ac) Elev.=82.67 fb 480F/13

Trav. "CM-55" (spike in ac) Elev.=75.77 fb 480F/08

Trav. "CM-54A" (survey nail in ac) Elev.=71.34 fb 480E/69

41° 55' 40" 194.21

59° 35' 22" 339.02

MO

N.

MON

MON.

MON.

M

ON

r/w r/w r/w r/w

TR

UE

N

OR

TH

SC

AL

E:

1"

TR

UE

N

OR

TH

SC

AL

E:

0'

£ Sta. 201+12.4± O/S 24' Rt. to ℋ Sta. 202+72.3± O/S 18' Rt.

Remove existing guardrail Install epoxy coated transition to bridge railing or approved equivalent at approach and trailing end.

See sheet 22-26 for details.

Install 112 L.F. epoxy coated MGS guardrail with 8' or 9' long posts. See Note Nos. 7 and 8 on Sheet 18.

£ Sta. 176+37± O/S 23.3' Lt. to ℋ Sta. 192+18± O/S 21' Lt.

Remove existing guardrail Install epoxy coated transition to bridge or approved equivalent at approach end. See sheet 22-26 for details.

Install 1,512.5 L.F. epoxy coated MGS guardrail with 8' or 9' long posts. See Note Nos. 7 and 8 on Sheet 18.

Install epoxy coasted MASH FLEAT Terminal TL-3 Standard Post System or approved equivalent at trailing end. See Sheet 18-21 for details.

£ Sta. 195+39± O/S 18' Lt. to ℋ Sta. 200+30.8± O/S 27.5' Lt.

Remove existing guardrail Install epoxy coated transition to bridge or approved equivalent at approach end. See sheet 22-26 for details.

Install 425 L.F. epoxy coated MGS guardrail with 8' or 9' long posts. See Note Nos. 7 and 8 on Sheet 18.

Install attenuator at trailing end.

£ Sta. 195+39.8± O/S 20.6' Rt. to ℋ Sta. 198+91.2± O/S 16.2' Rt.

Remove existing guardrail Install epoxy coated transition to bridge or approved equivalent at approach and trailing end. See sheet 22-26 for details.

Install 300 L.F. epoxy coated MGS guardrail with 8' or 9' long posts. See Note Nos. 7 and 8 on Sheet 18.

£ Sta. 188+82.7± O/S 15.56' Rt. to ℋ Sta. 190+76.5± O/S 15.57' Rt.

Remove existing concrete barriers Install 100 L.F. epoxy coated MGS guardrail with 8' or 9' long posts.

See Note Nos. 7 and 8 on Sheet 18.

Install epoxy coasted MASH FLEAT Terminal TL-3 Standard Post System or approved equivalent at approach and trailing end. See Sheet 18-21 for details. £ Sta. 200+72± O/S 22.6' Lt. to ℋ Sta. 231+72.2± O/S 19.5' Lt.

Remove existing guardrail.

Install epoxy coated transition to bridge railing or approved equivalent at approach and trailing end.

See sheet 22-26 for details.

Install 3,000 L.F. epoxy coated MGS guardrail with 8' or 9' long posts. See Note Nos. 7 and 8 on Sheet 18. Replace existing Modified Delaware Retrofit with new epoxy coated Modified Delaware Retrofit. See Sheet 27-29 for details.

M .L ℋ

ST

A.

+0

0.

M.L. ℋ STA. 198+50.00

M.L. ℋ STA. 198+50.00

M

.L. ℋ STA. 209+00.00

SHEET No. OF SHEETS

FED. ROAD

HAWAII HAW.

STATE FED.AID FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO. PROJ. NO.

ok al dp

.d w g

N A M E

N am e> N am e> N am e> N am e> N am e>

ADD.39

2 10/05/2026

REVISIONDATE

£ Sta. 195+39± O/S 18' Lt. to ℋ Sta. 200+30.8± O/S 27.5' Lt.

Remove existing guardrail Install epoxy coated transition to bridge or approved equivalent at approach end. See sheet 22-26 for details.

Install 425 L.F. epoxy coated MGS guardrail with 8' or 9' long posts. See Note Nos. 7 and 8 on Sheet 18.

Install attenuator at trailing end.2

Revised notes for attenuator and curb type.

10/19/2026Revised quantities for guardrail.5