Addendum No. 2-FINAL ADDENDUM NO 2 NH 072 1 057.pdf

KALANIANAOLE HIGHWAY RESURFACING ADDENDUM NO. 2

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD PAGE 1 OF 3

DISTRICT OF KOOLAUPOKO, HONOLULU OCTOBER 5, 2026

ISLAND OF OAHU

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

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS

ADDENDUM NO. 2

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 5, 2026

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

A. TABLE OF CONTENTS

1. Delete TABLE OF CONTENTS, page 2, dated 5/22/26, and replace it with attached

TABLE OF CONTENTS, page 2, dated r10/05/26.

B. SPECIAL PROVISIONS

1. Delete SECTION 202 – REMOVAL OF STRUCTURES AND

OBSTRUCTIONS, dated 9/8/25, in its entirety and replace it with attached

SECTION 202 – REMOVAL OF STRUCTURES AND OBSTRUCTIONS, dated r10/05/26

2. Delete SECTION 507 – RAILING, dated 5/8/25, in its entirety and replace it with attached SECTION 507 – RAILING, dated r10/05/26

3. Delete SECTION 606 – GUARDRAIL, dated 5/8/25, in its entirety and replace it with attached SECTION 606 – GUARDRAIL, dated r10/05/26

4. Delete SECTION 639 – ASPHALT CONCRETE CURB AND GUTTER, dated

5/1/25, in its entirety and replace it with attached SECTION 639 – ASPHALT

CONCRETE CURB AND GUTTER, dated r10/05/26.

5. Delete SECTION 693 – TERMINAL IMPACT ATTENUATOR, dated 9/8/25, in its entirety and replace it with attached SECTION 693 – TERMINAL IMPACT

ATTENUATOR, dated r10/05/26.

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD PAGE 2 OF 3

DISTRICT OF KOOLAUPOKO, HONOLULU OCTOBER 5, 2026

ISLAND OF OAHU

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

6. Delete SECTION 755 – PAVEMENT MARKING MATERIALS, dated 8/21/24 in its entirety and replace it with attached SECTION 755 – PAVEMENT MARKING

MATERIALS dated r10/05/26.

C. PROPOSAL SCHEDULE

1. Delete PROPOSAL SCHEDULE, pages P-8 to P-20, dated 5/20/26, and replace it with attached PROPOSAL SCHEDULE, pages P-8 to P-20, dated r10/05/26.

• Item No. 202.0802 Relocate City & County DTS Signal Pullbox was removed

• Pay measurement was revised for Item No. 507.0601 Modified Delaware Retrofit and Item No. 507.0602 Modified Delaware Retrofit, Epoxy Coated

• Approx. Quantity was revised for Item No. 632.4400 Reflector Marker for

Culvert at Sta. 17+64.99

• Item No. 639.0200 Asphalt Concrete Gutter, Type 7 was removed

• Item description was revised for Item No. 693.1000 Terminal Impact Attenuator, Quadguard System M10 (TL-3)

D. PLANS

1. Delete PLAN SHEET NO. 15 TYPICAL SECTIONS & DETAILS and replace it with attached PLAN SHEET NO. ADD. 15 TYPICAL SECTIONS & DETAILS.

2. Delete PLAN SHEET NO. 16 TYPICAL SECTIONS & DETAILS and replace it with attached PLAN SHEET NO. ADD. 16 TYPICAL SECTIONS & DETAILS.

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

SHEET NO. ADD. 39 ROADWAY PLANS.

4. Delete PLAN SHEET NO. 41 ROADWAY PLANS and replace it with attached PLAN

SHEET NO. ADD. 41 ROADWAY PLANS.

5. Delete PLAN SHEET NO. 44 MAKAPUU CROSSWALK IMPROVEMENT

PLANS and replace it with attached PLAN SHEET NO. ADD. 44 MAKAPUU

CROSSWALK IMPROVEMENT PLANS.

KALANIANAOLE HIGHWAY RESURFACING

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD

DISTRICT OF KOOLAUPOKO, HONOLULU

ADDENDUM NO. 2

OCTOBER 5, 2026

ISLAND OF OAHU

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

The following is provided for information.

E. RESPONSES TO REQUESTS FOR INFORMATION (RFIS/QUESTIONS)

1. The attached RESPONSES TO REQUEST FOR INFORMATION are provided for information.

Please acknowledge receipt of this ADDENDUM NO. 2 by recording the date of its receipt in the space provided on the PAGE P-4 of the Proposal.

HENRY KENNEDY

Engineering Program Manager

NH-072-1(057) Addendum No.2 -2- r10/05/26

DIVISION 300 - BASES

Section Description Pages 301 Hot Mix Asphalt Base Course 301-1a – 301-2a 305 Aggregate Subbase Course 305-1a

DIVISION 400 - PAVEMENTS

401 Hot Mix Asphalt Pavement 401-1a – 401-36a 415 Cold Planing of Existing Pavement 415-1a

DIVISION 500 - STRUCTURES

507 Railing 507-1a 508 Cement Rubble Masonry 508-1a

DIVISION 600 - INCIDENTAL CONSTRUCTION

601 Structural Concrete 601-1a – 601-19a 602 Reinforcing Steel 602-1a – 602-2a 603 Culverts and Storm Drains 603-1a 604 Manhole, Inlets and Catch Basins 604-1a 606 Guardrail 606-1a – 606-4a 612 Grouted Rubble Paving 612-1a 613 Centerline and Reference Survey Monuments 613-1a 614 Street Survey Monuments 614-1a 615 Milled Rumble Strip 615-1a – 615-2a 621 Invasive Species Management 621-1a – 621-14a 623 Traffic Signal System 623-1a – 623-2a

626 Manholes and Valve Boxes for Water and Sewer Systems 626-1a

629 Pavement Markings 629-1a – 629-14a

202-1a r10/05/26

SECTION 202 – REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1

Make the following amendments to said Section: 3

(I) Amend 202.04 – Measurement by revising lines 119 to 120 to read as 5 follows: 6 “202.04 Measurement. If the proposal provides a contract item for the removal 8 of structure and obstructions, the Engineer will measure the removal of structures 9 and obstructions by the square yard, cubic yard, each, linear foot, or force 10 account. 11 The Engineer will not measure the removal of structures and obstructions 13 when contracted on a lump sum basis. Measurement for payment will not apply” 14 (II) Amend 202.05 – Payment by revising lines 122 to 131 to read as follows: 16 “202.05 Payment. If the proposal does not show a contract item for the 18 removal of structures and obstructions, the Engineer will not pay for the removal 19 of structures and obstructions separately. The Contractor shall consider them 20 incidental to the various contract items. 21 The Engineer will pay for specific items stipulated for removal and disposal at the 23 contract price bid per unit specified in the proposal. The price shall be full 24 compensation for removal and disposal of that items, excavation, backfill, 25 salvage of materials removed. Salvaging of materials removed includes their 26 custody, preservation, storage on the right-of-way. Also, the price shall be full 27 compensation for equipment, tools, labor materials and incidentals necessary to 28 complete the work. 29 The Engineer will pay for the following pay item when included in the proposal 31 schedule. 32

Pay Item Pay Unit 34 Removal of Existing Guardrail and End Terminals Linear Foot 36 Removal of Existing Curbs Linear Foot 38 Removal of Existing Concrete Barriers Linear Foot 40 Removal of Existing Barrels Each 42 Removal of Existing Inlets Each 44 Removal of Existing Culvert Headwall_____ Each 46

202-2a r10/05/26

Removal of Existing AC pavement_____ Square Yard 48 Removal of Existing Cement Rubble Masonry Cubic Yard 50 surrounding Culvert _____ 51 Removal of Existing Riprap Cubic Yard 53 surrounding Culvert _____ 54 Relocate Existing PullBox Force Account” 56

END OF SECTION 202 59

507-1a r10/05/26

SECTION 507 – RAILING 1

Make the following amendments to said Section: 3

(I) Amend 507.04 – Measurement by revising lines 171 to 172 to read as 5 follows: 6 “507.04 Measurement. The Engineer will measure railings of the various 8 types per linear foot in accordance with the contract documents.” 9

(II) Amend 507.05 – Payment by revising lines 174 to 186 to read as follows: 11 “507.05 Payment. The Engineer will pay for the accepted pay items listed 13 below at the contract price per pay unit, as shown in the proposal schedule. 14

Payment will be full compensation for work prescribed in this section and 16 the contract documents. 17

The Engineer will pay for the following pay item when included in the 19 proposal schedule: 20

Pay Item Pay Unit 22 Modified Delaware Retrofit Linear Foot 24 Modified Delaware Retrofit, Epoxy Coated Linear Foot 26

The Engineer will pay for portions of railing bars that extend into slabs or 28 beams in accordance with and under Section 602 - Reinforcing Steel.” 29

END OF SECTION 507 35

606-1a r10/05/26

SECTION 606 – GUARDRAIL 1

Make the following amendment to said Section: 3

(I) Amend 606.02 – Materials by adding the following paragraph after lines 23 5 to read as follows: 6

(A) Zinc-Coating and Special Coating of Materials. For all the 8 guardrail specified as epoxy coated in the contact, furnish zinc-coated steel, rail 9 beam, transition section, terminal connector, base plate, spacer block and anchor 10 bolt, except for stainless steel fasteners as specified. In addition, zinc-coated 11 materials, except for high strength anchor bolts, shall be coated with one of the 12 four coating methods, in accordance with the following Special Coating Schedule 13 for Zinc Coated Metal Beams and Posts, or by other coating method, consisting 14 of pretreatment, epoxy intermediate coat and polyurethane top coat, that meets 15 the requirements listed below and accepted by the Engineer. Shop coat all 16 guardrail components. 17

(1) Special Coatings. Prepare the surface of zinc-coated steel 19 members according to the special coating manufacturer’s 20 recommendations. Upon satisfactory completion of pretreatment, 21 coat the steel members with an epoxy Intermediate coating, with 22 minimum dry film thickness (DFT) of 4 mils. Color shall be gray to 23 match the galvanized steel surface. Do not use gloss or high gloss 24 finish for top coat. Coating method selected shall be from one 25 manufacturer, from pretreatment to top coat. The Engineer will not 26 allow mixing of product from other manufacturer. 27

606-2a r10/05/26

(B) Inspection of Plants and Material Testing. 31

(1) General. When the location of manufacturing plants allows, 33 the Engineer may inspect the plants periodically for compliance 34 with specified manufacturing methods. The Engineer may get 35 samples of materials for laboratory testing for compliance with 36 material quality requirements. This may be the basis for 37 acceptance of manufacturing lots regarding quality. 38

The condition of materials will be subject to inspection for 40 acceptance before or during incorporation of materials into the 41 work. 42

(2) Certificate of Compliance. Submit the Certificate of 44

Compliance, stating that the zinc-coating and special coating 45 thicknesses of the materials furnished comply with the contract 46 requirements, to the Engineer. 47

(3) Material Testing. Contractor shall also employ the services 49 of an independent testing laboratory to inspect the galvanizing and 50 special coating requirements for the guardrail members at no cost 51 to the State. Test specimens shall be randomly selected and shall 52 constitute minimum 10% or 10 pieces from each lot, whichever is 53 larger. If more than 10% of the specimens from the lot that has 54 been tested does not conform to the requirements, that lot shall be 55 rejected. Testing for zinc-coating requirements shall conform to 56 ASTM A 123 and ASTM E 376. Test and measure thickness for 57 intermediate and top coats according to ASTM D1186. The 58 independent testing laboratory shall submit the Certificate of 59 Compliance to the Engineer. 60

(II) Amend 606.03 – Construction by adding the following paragraph after 62 lines 115 to read as follows: 63

(C) Repair of Exposed or Damaged Surfaces. During and after 65 installation of guardrail, repair all exposed and damaged surfaces on all guardrail 66 components due to handling or installation procedures. Repair all exposed or 67 damaged surfaces at no cost to the State. 68

(1) Zinc Coating. Repair base metal surfaces according to 70 Subsection 501.03(G)(2) – Repair of Damaged Zinc-coated 71 Surfaces. Cold galvanize all field-drilled holes. 72

(2) Special Coating. Repair all chips, nicks and scratches less 74 than 1/32” wide, where galvanizing metal surface has not been 75 damaged, with application of the polyurethane topcoat. For 76 damaged areas wider that 1/32”, where galvanizing has not been 77

606-3a r10/05/26 damaged, repair by applying epoxy coating first, followed by 78 polyurethane topcoat. 79

For deep cuts and gouges where galvanizing has been 81 damaged to expose bare metal 1/32” or wider, the surface shall be 82 cold galvanized first, followed by epoxy intermediate coat and 83 finished with polyurethane topcoat. 84

Damaged surfaces where epoxy coating has not been 86 penetrated shall be repaired by coating with polyurethane topcoat. 87

(III) Amend 606.04 – Measurement by replacing lines 116 to 118 to read: 89 “606.04 Measurement. The Engineer will measure guardrail per linear foot 91 in accordance with the contract documents. 92

The Engineer will measure from center to center of end posts. If the 94 Contractor makes end connections to masonry or steel structures, the Engineer 95 will measure to the face of such structures. 96

The Engineer will measure terminal section and transition section as units 98 of each.” 99 (IV) Amend 606.05 – Payment by revising lines 120 to 138 to read as follows: 101 “606.05 Payment. The Engineer will pay for the accepted pay items 103 listed below at contract price per pay unit, as shown in the proposal schedule. 104 Payment will be full compensation for the work prescribed in this section and the 105 contract documents. 106 The Engineer will pay for the following pay items when included in the 108 proposal schedule: 109 Pay Item Pay Unit 111 Midwest Guardrail System Linear Foot 113 Midwest Guardrail System, Epoxy Coated Linear Foot 115 Midwest Guardrail System, 8’ or 9’ Post, Epoxy Coated Linear Foot 117 Transition Section to Bridge Railings, Epoxy Coated Each 119 Transition Section to Bridge Railings Each 121 Thrie Beam Guardrail Linear Foot 123

606-4a r10/05/26

Thrie Beam Guardrail, Epoxy Coated Linear Foot 125 Transition Section to Thrie-Beam EACH 127 Transition Section to Thrie-Beam, Epoxy Coated EACH 129 MGS Terminal Section, MFLEAT EACH 131 MGS Terminal Section, MFLEAT, Epoxy Coated EACH 133

END OF SECTION 606 137

639-1a r10/05/26

SECTION 639 – ASPHALT CONCRETE CURB AND GUTTER 1

Make the following amendments to said Section: 3

(I) Amend 639.04 – Measurement by revising lines 88 to 89 to read as 5 follows: 6 “639.04 Measurement. The Engineer will measure accepted asphalt curb 8 per linear foot in accordance with the contract documents. The Engineer will 9 measure along the front face of the curb at the finished grade elevation.” 10 (II) Amend 639.05 – Payment by revising lines 91 to 101 to read as follows: 12 “639.05 Payment. The Engineer will pay for accepted asphalt concrete 14 curb at contract unit price per linear foot. Payment will be full compensation for 15 the work prescribed in this section and the contract documents. 16 The Engineer will pay for the following pay item when included in the 18 proposal schedule: 19 Pay Item Pay Unit 21 Curb, Type 6 Linear Foot” 23

END OF SECTION 639 27

693-1a r10/05/26

SECTION 693 – TERMINAL IMPACT ATTENUATOR 1

Make the following amendment to said Section: 3

(I) Amend 693.04 - Measurement by replacing lines 58 to 61 to read: 5 “693.04 Measurement. The Engineer will measure terminal impact attenuator 7 per each.” 8

(II) Amend 693.05 – Payment by revising lines 63 to 79 to read as follows: 11 “693.05 Payment. The Engineer will pay for the accepted pay items listed 13 below at the contract unit price per each, as shown in proposal schedule. 14 Payment will be full compensation for work prescribed in this section and in 15 contract documents. 16 The Engineer will pay for each of the following pay items when included in 18 proposal schedule: 19 Pay Item Pay Unit 21 Terminal Impact Attenuator, Quadguard System M10 (TL-3) Each” 23

END OF SECTION 693 27

755-1a r10/05/26

SECTION 755 – PAVEMENT MARKING MATERIALS 1

Make the following amendments to said Section: 3

(I) Amend Subsection 755.02 (C) Retroreflective Pavement Markers by 5 revising lines 223 to 236 to read: 6 “Exterior surface of shell shall be smooth and contain one or two 8 retroreflective faces of specified color.” 9 (II) Amend Subsection 755.05 (C)(1) Glass Beads by adding the following 11 after line 869: 12

“(f) The glass beads shall not contain more than 200 ppm (total) 14 arsenic, 200 ppm (total) antimony nor more than 200 ppm (total) 15 lead, when tested according to EPA Methods 3052 and 6010C. 16 Other suitable x-ray fluorescence spectrometry analysis methods 17 may be used to screen samples of glass spheres for arsenic and 18 lead content.” 19

(III) Amend Subsection 755.05 (E)(3) Softening Point by adding the 21 following after line 958: 22

“(a) For profiled thermoplastic material (e.g., Vibraline by Ennis-24 Flint/PPG or an equivalent product), it shall have a minimum 25 softening point of 200 degrees F (93.3 degrees C) when tested in 26 accordance with ASTM D36. 27

END OF SECTION 755 34

NH-072-1(057)

r10/05/26 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. $ ________ $__________ r10/05/26 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. $ ________ $__________

r10/05/26 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 $ ________ $__________ r10/05/26 P-11

PROPOSAL SCHEDULE

ITEM NO. ITEM APPROX.

QUANTITY

UNIT UNIT PRICE AMOUNT

606.0101 Midwest Guardrail System 16,448 L.F. $ ________ $__________

606.0102 Midwest Guardrail System, Epoxy Coated 5,100 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 $ ________ $_________ r10/05/26 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 $ ________ $_________ r10/05/26 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. $ ________ $__________ r10/05/26 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 $ ________ $__________ r10/05/26 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 $ ________ $__________ r10/05/26 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. $ ________ $__________ r10/05/26 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. $__________ r10/05/26 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. 2

P-19 r10/05/26

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 taxes22 and fees.23

2. The TOTAL AMOUNT FOR COMPARISON OF BIDS shall be used to25 determine the lowest responsible bidder.26

3. Bidders shall complete all unit prices and amounts. Failure to do so shall28 be grounds for rejection of bid.29

4. If a discrepancy occurs between unit bid price and the bid price, the unit31 bid price shall govern.32

5. Bidders shall submit and upload the complete proposal to HIePRO34 prior to the bid opening date and time. Proposals received after said35 due date and time shall not be considered. Any additional support36 documents explicitly designated as confidential and/or proprietary37 shall be uploaded as a separate file to HIePRO. Bidders shall not38 include confidential and/or proprietary documents with the proposal.39 The record of each bidder and respective bid shall be open to public40 inspection. Original (wet ink, hard copy) proposal documents are not41 required to be submitted. Contract award shall be based on evaluation42 of proposals submitted and uploaded to HIePRO.43 FAILURE TO UPLOAD THE COMPLETE PROPOSAL TO HIePRO44

SHALL BE GROUNDS FOR REJECTION OF THE BID.45

NH-072-1(057) ADDENDUM NO. 2

P-20 r10/05/26

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

Resurfacing Area Width varies (60'` - 90'`)

TYPICAL SECTIONS & DETAILS

Scale: NTS

Scale: N.T.S.

top of pavement existing pavement varies

New 2" PMA Pavement Mix No. IV

Tack Coat

NH-072-1(057)

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

Cold Plane 8.5" Existing Pavement

New 2" PMA Pavement Mix No. IV New 4.5" ACB r/w r/w es

Shoulder Shoulder es inbound outbound exist. ground exist. guardrail see roadway plans for location exist. ground exist. guardrail see roadway plans for location

Scale: N.T.S.

varies (3'± - 10'±) varies (1'± - 10'±)

A B C, , variesvaries (11'± - 12'±) ep

EP

11'± ep

EP

11'± top of existing pavement existing pavement varies

Cold Plane 4" Existing Pavement

New 2" PMA Pavement Mix No. IV

Tack Coat New 2" PMA Mix No. IV

Scale: N.T.S.

*30°

*Notes:2.0' Min.

Top of New Pavement

Slope Varies travel lane exist.

grade

ESEP

Safety Edge

Paved Shoulder

Shoulder Dressing, 6:1 Max.

*2" Min.

1" Min.

Scale: N.T.S.

For Pavement Edge Detail, See this Sheet

For Pavement Edge Detail, See this Sheet

PMA Pavement Mix No. IV top of pavement existing pavement varies

Scale: N.T.S.

New 2" PMA Pavement Mix No. IV Tack Coat

Cold Plane 2" Existing Pavement

Resurfacing Area Width

KALANIANAOLE HIGHWAY RESURFACING

Date: June, 2025

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD

26.94

27.55

24.54

1. Contractor shall mount a device directly on the paver screed extension to provide a 30° beveled shoulder "safety edge."

2. For shoulder edge grade differences of less than 2", Safety Edge is not required, but shoulder shall be dressed according to detail.

3. The ground under the safety edge shall be compacted.

4. Safety edge is not required where additional paved area is required under the guardrail. See Sheet 18 for additional paved area for guardrail.

ℋ

(11'± - 12'±)

ES ES

ES ES

Reconstruction Area Width

ES ES

Notes:

1. Saw cut at all transitions between different resurfacing or reconstruction types

2. Apply resurfacing and reconstruction pavement sections (ES to ES) to full existing pavement sections (es to es).

Notes:

1. Travel lanes shall be 11 feet wide.

2. Resurfacing and reconstruction typical section shall not apply to shoulder widening.

3. Median & turn lane occur at varies locations. See

Pavement Marking & Signing Plans for various width.

4. For limits of resurfacing and reconstruction, see

Roadway Plans.

ES ES

SHEET No. OF SHEETS

FED. ROAD

HAWAII HAW.

STATE FED.AID FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO. PROJ. NO.

ok al dt s.

dw g

ADD.15

N A M E

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

2 Revised various notes for clarity.10/05/2026

REVISIONDATE

2 2

2 2

2 2

A

New AC Path (To Bus Stop) (10' to 13'±) varies (60'± - 90'±)

TYPICAL SECTIONS & DETAILS

Scale: NTS

Scale: N.T.S.

3" Max.

Edge of Daily Work

Temporary PMA Pavement Mix No.

IV

See Note 4

Top of New Pavement

Notes:

1. Temporary PMA Pavement shall be removed prior to placement of new pavement.

2. Placement of Temporary PMA Pavement shall be incidental to PMA Pavement, Mix No. IV.

3. Removal of Temporary PMA Pavement shall be incidental to Cold Planing.

4. Slope of temporary PMA Pavement shall be 48:1 or flatter for longitudinal transitions and 6:1 or flatter for transverse transitions.

top of exist.

pavement or cold planed area

NH-072-1(057)

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

r/w r/w es

Shoulder Shoulder es exist. ground exist. ground

Scale: N.T.S.

varies (3'± - 10'±) varies

(1'± - 10'±)

B C, , variesvaries (11'± - 12'±)(11'± - 12'±) ep

EP

ep

EP

11'±

Scale: N.T.S.

Top of New Pavement outbound inbound

ES

For Shoulder Widening Detail, See this Sheet

5'± Min.

Safety Edge/Shoulder Dressing

Scale: N.T.S.

2% Max

KALANIANAOLE HIGHWAY RESURFACING

Date: June, 2025

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD

26.94

27.55

24.54 top of existing pavement

11'±

ℋ

New 4" Aggregate Subbase

New 4.5" ACB

New 2" PMA Mix IV

New 2" PMA Mix IV 12.5" Excavation

New 2" PMA Mix IV New 2" PMA Mix IV

New 4.5" ACB New 4" Aggregate Subbase existing paved shoulder

Match Existing Grade Match Existing Grade existing concrete bus shelter pad exist. guardrail to be replaced. See roadway plans for location.

exist. guardrail to be replaced. See roadway plans for location.

es ES

Notes:

1. Safety Edge/Shoulder Dressing. See Typical Pavement Edge Detail on Sht. No. ADD.15.

2. For limits of Midwest Guardrail, see Roadway Plans. For details, see Guardrail Details sheets.

3. Median & turn lane occur at varies locations. See Pavement Marking & Signing Plans for various width.

1. Subgrade and general fill material shall be moisture-conditioned to at least optimum moisture content and maintained at that moisture content until the next layer is placed over it.

2. All fill shall be keyed-and-benched.

Notes:

Safety Edge/Shoulder Dressing

SHEET No. OF SHEETS

FED. ROAD

HAWAII HAW.

STATE FED.AID FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO. PROJ. NO.

ok al dt s.

dw g

ADD.16

N A M E

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

2 Revised various notes for clarity.10/05/2026

REVISIONDATE

2 22

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 300 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.

245+00 250+00 6° 45' 14" 403.45

10° 58' 34" 399.57

Trav."TBM-1" (rr spike in ac) Elev.=170.44 fb 480D/31, 34

Trav. "CM-66" (survey nail w/ washer) Elev.=145.36 fb 480D/38, 41

TRUE

NORTH

SCALE:

1" = 40' r/w r/w r/w r/w

ℋ Curve Data Δ = 45°45'41" Δ/2 = 22°52'50.7" R = 314.00 T = 132.51 C = 244.18 Lc = 250.79

PC

ℋ

S

TA

1+

.3

PC

ℋ

S

TA

7+

.0

PT

ℋ

S

TA

0+

.4

PT

ℋ

S

TA

3+

.1

PT

ℋ

ST

A.

0+

.43

230+

235+00

0+

ℋ Curve Data Δ = 83°24'54" Δ/2 = 41°42'27.1" R = 256.50 T = 228.59 C = 341.31 Lc = 373.43

47° 56'

49"

.24

92° 43' 47"

611.56

° 0

6'

7.8

Tra

v. "

CM

-65

(su rve y n ail w/ wa she r)

Ele v.=

.71 fb

D/4 3, Trav. "CM-62"Elev.=64.10

Trav. "CM-64"(3/4" pipe w/ c & t)Elev.=105.94fb 480D/56, 61

Trav. "CM-63"(3/4" pipe w/ c & t)Elev.=76.15fb 480/72

MON

MON.

MON

MON.

MO

N.

37° 19' 08" 88.45 r/w r/w

Demolish existing curb and install new longitudinal channelizing curb system

Concrete swale to remain r/w r/w r/w

ℋSta. 230+96.05±, Rt. to ℋ Sta. 237+53.89±, Rt.

construct Centerline Monument.

for details see Std. D-07.

Limits of Resurfacing A construct Centerline Monument.

for details see Std. D-07.

Replace existing curb with new Type 6 curb

TR

UE

N

OR

TH

SC

AL

E:

TRUE

NORTH

SCALE:

1" = 40'

£ Sta. 233+80.3± O/S 15.3' Lt. to ℋ Sta. 269+77.4± O/S 69' Lt.

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

See sheet 22-26 for details.

Install 3,525 L.F. epoxy coated MGS guardrail with 8' or 9' long posts. See note Nos. 7 and 8 on sheet 18.

Install epoxy coated 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.41

M.L. ℋ STA. 230+50.00

M

.L. ℋ STA. 242+00.00

M.L. ℋ STA. 242+00.00

M

.L. ℋ STA. 250+00.00

£ Sta. 233+80.3± O/S 15.3' Lt. to ℋ Sta. 269+77.4± O/S 69' Lt.

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

See sheet 22-26 for details.

Install 3,525 L.F. epoxy coated MGS guardrail with 8' or 9' long posts. See note Nos. 7 and 8 on sheet 18.

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

2 10/05/2026

REVISIONDATE

Revised notes for curb type.

SCALE: 1"=10'

GENERAL SITE PLAN

EXISTING EDGE OF PAVEMENT

Scale: 1 in. = 10 ft.

T R U E N O R T H

STATE R/W

STATE R/W

STATE R/W

0 20510

Graphic Scale in Feet

EXISTING EDGE OF PAVEMENT

NOTES:

BEACH

MAKAPUU

PARK

'11'

'11'

'6' MIN.

'11' MIN.

'11' MIN.

ℋ P

.T. S

ta. 36+

42.49

Sea Life

Park Hawaii

Makapuu Beach Park

MAKAPUU CROSSWALK IMPROVEMENT

GENERAL SITE PLAN

RE-STRIPE EXISTING PAVEMENT WORD "STOP"

PROPOSED 10' WIDE CROSSWALK

FOR DETAIL SEE FIGURE 4

RE-STRIPE EXISTING

PAVEMENT ARROWS

CONSTRUCT NEW CONCRETE

PEDESTRIAN REFUGE AREA

WITH DELINEATORS WITHIN CURBED

MEDIAN.

10' WIDE CROSSWALK

CONSTRUCT NEW CONCRETE CURBED MEDIAN

WITH DELINEATORS. FOR DETAIL, SEE FIGURE

CONSTRUCT NEW 5'X5'X4" THICK

CONCRETE PAD.

EXTEND LANDSCAPED GRASSING TO NEW

EDGE OF PAVEMENT

NEW EDGE OF PAVEMENT

R=14'

CONSTRUCT NEW CURB RAMP

AND CURBED CONC. SIDEWALK.

LEGEND

PROPOSED CONCRETE

PROPOSED LANDSCAPE AREA

TRAFFIC SIGN W/POST

DELINEATOR (YELLOW)

IN-STREET PEDESTRIAN CROSSING SIGN

SHEET No. OF SHEETS

FED. ROAD

HAWAII HAW.

STATE FED.AID FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO. PROJ. NO.

ok al dg rd .d w g

N A M E

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

ADD.44

1. ALL AREAS REQUIRING NEW CONCRETE CURB SHOULD BE CAST-IN-PLACE TYPE 2D. FOR DETAIL, SEE DOT STANDARD PLAN D-05.2

REVISIONDATE

2 Revised notes for concrete curb.10/05/2026

KALANIANAOLE HIGHWAY RESURFACING

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD

DISTRICT OF KOOLAUPOKO, HONOLULU

ISLAND OF OAHU

ADDENDUM NO. 2

RESPONSES TO RFI’S

r10/05/26

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

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS

RESPONSES TO REQUESTS FOR INFORMATION

Project Title: KALANIANAOLE HIGHWAY RESURFACING, VICINITY OF

MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD

Project No.: NH-072-1(057)

Solicitation No.: B27000255

Prospective bidders had submitted RFIs in HIePRO. Questions and responses are as follows:

1. Please provide information on the epoxy coating and what paint and color

See updated Special Provisions Section 606 in this addendum.

2. Detail on Sheet T26 indicates circular loop detectors, whereas the accompanying general note specifies rounding acute angles. Please confirm whether square loop configurations are acceptable for this installation.

Alternate loop detector configuration, in accordance with HDOT Standard Detail TE-34, is acceptable

3. Could you provide additional information about Section 693 Terminal Impact Attenuator (TL-3) with Epoxy coated. Please advise.

See updated Special Provisions Section 693 in this addendum.

4. Is there a pre-bid meeting attendees list available?

See Addendum No.1

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD RESPONSES TO RFI’S

DISTRICT OF KOOLAUPOKO, HONOLULU PAGE 2 OF 10

ISLAND OF OAHU r10/05/26

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

5. For Guardrail composite blockout on sheet 19 is 7 5/8" and the blockout on sheet 24 note J where standard guardrail starts in reference to sheet 25 the blockout is 12 inches. Can you please clarify?

The 8" offset block shown on Sheet 19 is used for the Midwest Guardrail System (MGS), which is the MASH compliant W-Beam guardrail standard. The 12" offset blocks shown on Sheet 24 and Sheet 25 are used for Bridge Railing Transitions from standard MGS.

6. Can you please provide a specification for the epoxy paint for the guardrail? In previous similar epoxy coated GR projects there were 2 or 3 options for the epoxy painting.

See updated Special Provisions Section 606 in this addendum.

7. Regarding 107.1(B)(4) & 108.16 Builders Risk for All Work, can the Builders Risk insurance coverage be limited to $10,000,000, with a $2,500,000 maximum for flood and earthquake? The Builders Risk insurance costs increase substantially above these limits, and pricing can highly fluctuate. We also request that the duration for the Builders Risk Insurance end at Substantial Completion instead of including the planting period and plant establishment period.

Bid according to contract documents.

8. For payment item 632.4400 Reflector Marker for Culvert at STA 17+64.99 can you please clarify the quantity of 2 - on sheet 59 calls out a quantity of 3. Also can you please provide a detail for the reflector marker?

Per Sheet 59, there are 3 culvert markers on each side of the roadway for a total of 6. See updated Proposal Schedule for payment item 632.4400. Refer to HDOT Std. Det. TE-14 for the RM-3 markers.

9. Will there be designated staging areas within the project limits or at nearby off-site locations?

The Contractor can use the HDOT ROW within the project limits. However, additional areas will need to be secured by the Contractor on their own.

10. Section 621.01(A)(2) defines the Botanist/Arborist as a person with a minimum of 5 years of experience. Can relevant education be credited toward the required 5 years of experience?

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

Submit the relevant education proposed to see if a substitution is acceptable.

11. Re: 604.2000 - Type "1" Grated Drop Inlet At Sta. 41+85. Roadway Plans does not show top and invert elevations at existing drain inlet. Please provide top and invert elevations to figure out depth of new drain inlet.

Match the existing invert of the pipe for the structure. Top elevation of structure should be the existing ground elevation. Contractor shall field verify and bid accordingly to contract documents.

12. Ref: 604.3000 - Type "1211214P" Grated Drop Inlet At Sta. 89+50. Roadway Plans does not show top and invert elevations at existing drain inlet. Please provide top and invert elevations to figure out depth of new drain inlet.

Match the existing invert of the pipe for the structure. Top elevation of structure should be the existing ground elevation. Contractor shall field verify and bid accordingly to contract documents.

13. For pay item 507.0601 Modified Delaware Retrofit - Can you please make this pay item per LF? It is currently lump sum. After reviewing the site and comparing it to the plans, there are areas the currently have Delaware Rail, but are not called out in the plans. Not sure what to include in the Lump Sum pay item.

See updated contract documents in this addendum.

14. For pay item 507.0602 Modified Delaware Retrofit, Epoxy Coated - Can you please make this pay item per LF? It is currently lump sum. After reviewing the site and comparing it to the plans, there are areas the currently have Delaware Rail, but are not called out in the plans. Not sure what to include in the Lump Sum pay item.

See updated contract documents in this addendum.

15. For pay item 606.0401 Thrie-Beam Guardrail - it has a quantity of 100 LF, it does not seem to be called out on the plans, can you please clarify?

Thrie beam is used for transitions to structures or bridges.

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

16. For pay item 606.0402 Thrie-Beam Guardrail, Epoxy Coated - it has a quantity of 800 LF, it does not seem to be called out on the plans, can you please clarify?

Epoxy coated thrie beam is used for epoxy coated MGS guardrail transitions to structures or bridges.

17. Can you please clarify the grade of Anchor Bolts / Threaded Rods are required? On sheet 22 in Notes 3 & 4 it says that it to be Grade (36, 55, 105)? A supplier said typically only one grade is provided due to performance and price differences between the three grades.

Grade 105 can be used.

18. Per Guardrail Details & Notes, Plan Sheet No. 18, Typical Guardrail Installation, please provide a separate bid-line item for the Hot Mix Asphalt Pavement, State Mix No. IV or V, required for the additional paved areas associated with paving under and behind the guardrails.

See Note 31 on Sheet 3. In addition, per Note 5 on Sheet 18, all new guardrail system shall include the additional paved area.

19. Per…