Addendum No. 1-FINAL ADDENDUM NO 1 HWY OM 2027 47.pdf

SIGN REPLACEMENT AT VARIOUS LOCATIONS ADDENDUM NO. 1

ISLAND OF OAHU AUGUST 7, 2026

PROJECT NO. HWY-OM-2027-47 PAGE 1 OF 2

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS

ADDENDUM NO. 1

FOR

SIGN REPLACEMENT AT VARIOUS LOCATIONS

ISLAND OF OAHU

PROJECT NO. HWY-OM-2027-47

August 7, 2026

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

A. SPECIAL PROVISIONS

1. Delete SECTION 110 – SIGN REPLACEMENT AT VARIOUS LOCATIONS, dated 6/1/26, in its entirety and replace it with attached SECTION 110 – SIGN REPLACEMENT AT VARIOUS LOCATIONS, dated r8/7/26.

2. Delete SECTION 645 – WORK ZONE TRAFFIC CONTROL, dated 7/8/26, in its entirety and replace it with attached SECTION 645 – WORK ZONE TRAFFIC CONTROL, dated r8/7/26.

B. PROPOSAL

1. Delete PROPOSAL HIePRO release dated July 24, 2026, in its entirety, and replace it with attached PROPOSAL dated r8/7/26.

The following is provided for information.

C. PRE-BID MEETING MINUTES

1. The attached PRE-BID MEETING MINUTES are provided for information.

D. RESPONSES TO REQUESTS FOR INFORMATION (RFI’S/QUESTIONS)

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

SIGN REPLACEMENT AT VARIOUS LOCATIONS ADDENDUM NO. 1

ISLAND OF OAHU AUGUST 7, 2026

PROJECT NO. HWY-OM-2027-47 PAGE 2 OF 2

Please acknowledge receipt of this ADDENDUM NO. 1 by recording the date of its receipt in the space provided on PAGE P-4 of the Proposal.

HENRY KENNEDY

Engineering Program Manager https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAAjfO_jjenO_ciDcmXYaWUFI2J3lJTfsvq

HWY-OM-2027-47 Addendum No. 1 110-1a r8/7/26

110Make this section part of the Standard Specifications: 1

“SECTION 110 – SIGN REPLACEMENT AT VARIOUS LOCATIONS 3

110.01 Scope of Work. The work shall consist of furnishing all labor, necessary 5 equipment, materials and traffic control, to replace signs on the Island of Oahu on 6 an as needed basis. Sign replacement for roadside signs, excluding destination 7 signs, involves replacing sign, replacing pole, replacing sign and pole, straightening 8 sign, and cleaning off graffiti. Sign replacement for roadside and overhead 9 destination signs involves replacing sign panel only, replacing sign and frame 10 complete, repairing light frame structure, repairing support frame structure, and 11 cleaning off graffiti. All work shall be performed in a professional manner in 12 accordance with current practices and this document. All sign parts and debris shall 13 be removed daily at all locations. See Section 110.03 – Area of Coverage. All signs 14 older than 10-years old shall be replaced where necessary or as directed by the 15 Engineer. 16

The Contractor shall work as directed by the Highways Oahu District 18

Maintenance Engineer (Engineer). The Contractor, as per Section 110.4 Safety and 19 Convenience, shall provide traffic control and its cost shall be inclusive of sign 20 replacement work cost. 21

The Contractor shall salvage all removed signs and deliver them to the 23

Highways Oahu District Maintenance Engineer, Sign Crew, and its cost shall be 24 inclusive of sign replacement work cost. 25

The Contractor shall possess a “C-14” Sign Contractor’s license for the full 27 term of the contract, and shall have possessed the licensed and have performed 28 similar work for at least two years prior to the bid date. Failure to meet this 29 requirement shall be cause for disqualification. 30

110.02 Contract Period and Option to Extend. The period of the contract 32 shall be for 24 months commencing from the date indicated in the “Notice to 33 Proceed” from the Department. There is an option to extend for three additional 34 12 month periods, without re-bidding, upon mutual agreement in writing prior to 35 the contract expiration date. The maximum contract period is 60 months. 36

Failure by the Contractor to execute the amendment to extend the contract within 38 the number of days specified under Section 103.07 - Failure to Execute Contract 39 may be cause for cancellation of the written agreement to extend the contract and 40 may be subject to disqualification from bidding future projects for a two-year period 41 in accordance with Section 102.12 - Disqualification of Bidders. 42

To compensate for escalation during the maximum contract period the 44

Department will adjust the Unit Prices of all items on the Proposal Schedule by 2% 45 on the start date of an extension period. The price adjustment shall not be applied 46

110-2a r8/7/26 to contract change orders issued within the current contract year or work orders 47 that have already been issued to the contractor. 48

110.03 Area of Coverage. The project requires the Contractor to replace signs 50 at various locations on the Island of Oahu. Work shall be grouped into four areas 51 along with the corresponding routes as shown on the attached map of the Island 52 of Oahu (Figure 1). Note: There are numerous side streets with or without route 53 numbers along State highways where State Jurisdiction extends various distances 54 into side streets. The four areas are: 55

(A) Area 1: 57 Route 64, Sand Island Access Road and Sand Island Parkway 58 Nimitz Highway (92) to Sand Island Park Entrance 59 Route 78, Moanalua Freeway 60 Kamehameha Highway (99) On-Ramp to Moanalua Freeway to 61 Moanalua Freeway Overpass (Structure over H-1) 62 Route 92, Kam-Nimitz Highway 63 Main Gates at Pearl Harbor and Hickam AFB to Kalihi Stream Bridge 64 Route 92, Nimitz Highway 65 Kalihi Stream Bridge to Richards Street 66 Route 92, Ala Moana Boulevard 67 Richards Street to 135 feet South of Kalakaua Avenue 68 Route 99, Kamehameha Highway 69 Waiawa Interchange to Pearl Harbor Interchange 70

Route 99, Farrington Highway 71 Waiawa Interchange 72

Route 7239, Ulune Street and Halawa Valley Road 73 North East of Kahuapaani Street to Iwaiwa Street 74 Route 7241, Kahuapaani Street 75 Salt Lake Boulevard to Halawa Heights Road 76 Route 7241, Halawa Heights Road 77 Kikania Street to Fernridge Place 78 Route 7310, Puuloa Road 79 Kam-Nimitz Highway (92) to Mahiole Street 80 Route 7345, Jarrette White Road 81 Mahiole Street to Tripler Hospital Gate 82 Route 7350, Bougainville Drive 83 Radford Drive (7351) to Salt Lake Boulevard 84 Route 7351, Radford Drive 85 Kamehameha Highway (99) to Bougainville Drive (7350) 86 Route 7401, Kamehameha Highway 87 Middle Street to Kalihi Stream Bridge 88 Route 7413, Liliha Street 89 North King Street to School Street 90 Route 7415, Middle Street 91 Kamehameha Highway (99) to Mauka of H-1 Freeway 92 *Route H-1, Waiawa Interchange to Kahauiki Interchange 93 Pearl City/ Waipahu to Middle Street 94 Route H-3, Halawa Interchange to Halawa Portal of Harano 95

Tunnel 96

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Route H201, Moanalua Freeway 97 Moanalua Freeway Overpass (Structure over H-1) to Kahauiki Interchange 98 Ala Ike Street (Leeward Community College) 99 Kaua Street 100 Middle Street (7415) to Pineapple Place 101 Lagoon Drive 102 Nimitz Highway (92) to Koapaka Street 103 Moanalua Road (Waiau Interchange) 104 Ewa of Kaulike Drive to Kokohead of Hoomalu Street 105 North King Street 106 Middle Street (7415) to Ola Lane Overpass 107 Pacific Street 108 425 feet West of Nimitz Highway Outbound Centerline and Inbound lanes in 109

Iwilei 110 Salt Lake Boulevard 111 Kahuapaani Street (7241) to Luapele Drive 112 Sumner Street 113 Between Nimitz Highway (92) Outbound and Inbound lanes in Iwilei 114 Waiawa Road (Near Leeward Community College) 115 Farrington Highway (99) to Ala Ike Street 116

(B) Area 2: 118 Route 76, Fort Weaver Road 119 Navy Reservation Gate to Interstate Route H-1 120 Route 93, Farrington Highway 121 Palailai Interchange to Kaena Point State Park 122 Route 93, Farrington Highway (Makakilo Interchange) 123 Intersection of Fort Barrette Road (901) and Makakilo Drive, 500 feet on both 124 sides of Intersection 125 Route 95, Kalaeloa Boulevard and Malakole Street 126 Palailai Interchange to Vicinity of Kaiholo Street 127 Route 750, Kunia Road 128 Interstate Route H-1 to Wilikina Drive (99) 129 Route 901, Fort Barrette Road 130 Barbers Point Naval Reservation to Makakilo Drive Overpass 131 Route 7101, Farrington Highway 132 Fort Weaver Road (76) to Waiawa Interchange 133 Route 7110, Farrington Highway 134 Fort Weaver Road (76) to Old Fort Weaver Road 135 Route 7141, Iroquois Road 136 Fort Weaver Road (76) to West Loch Ammunition Depot 137 Route 7142, Waipahu Street 138 Kamehameha Highway (99) to Makai End of H-1 Overpass 139 Route H-1, Kalaeloa Boulevard to Waiawa Interchange 140

(C) Area 3: 142

Route 80, Kamehameha Highway 143 Wilikina Drive (99) to Kamananui Road (99) 144 Route 83, Joseph P. Leong Highway 145 Kamehameha Highway (99) to Kamehameha Highway (83) 146

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Route 83, Kamehameha Highway 147 Kahalewai Place to Kahaluu Bridge 148 Route 83, Kahekili Highway 149 Kahaluu Bridge to Intersection of Kahekili Highway (83) and Likelike Highway 150

(63) 151 Route 83, Likelike Highway 152 Intersection of Likelike Hwy (63) and Kamehameha Hwy (83) to Kaneohe Bay 153 Drive (65) 154 Route 83, Kamehameha Highway 155 Intersection of Likelike Hwy (63) & Kaneohe Bay Drive (65) to Pali Hwy (61) 156 Route 99, Kamehameha Highway 157 Weed Junction (Haleiwa) to Kamananui Road (99) 158 Route 99, Kamananui Road 159 Kamehameha Highway (99) to Wilikina Drive (99) 160 Route 99, Wilikina Drive 161 Kamananui Road (99) to Kamehameha Hwy (99) at Wahiawa Interchange 162 Route 99, Kamehameha Highway 163 Wahiawa Interchange to Waiawa Interchange 164 Route 930, Farrington Highway 165 Dillingham Airfield to Kaukonahua Road at Thompson Corner 166 Route 930, Kaukonahua Road 167 Kaukonahua Road at Thompson Corner to South of Paukauila Stream 168 Route 7012, Whitmore Avenue 169 Kamehameha Highway (80) to Helemano Naval Reservation 170 Route 7013, Meheula Parkway (Mililani Interchange) 171 Beginning of Northbound On-Ramp to End of Southbound Off-Ramp 172 Route 7160, Ka Uka Boulevard (Waipio Interchange) 173 Moaniani Street to the beginning of Mililani Memorial Park Road 174 Route H-2, Wahiawa Interchange to Waiawa Interchange 175 Leilehua Golf Course Road (Leilehua Interchange) 176 Kamehameha Highway (99) to Northbound Off-Ramp (H-2) 177

(D) Area 4: 179 Route 61, Pali Highway 180

Vinevard Boulevard (98) to Castle Junction 181 Route 61, Kalanianaole Highway 182 Castle Junction to Waimanalo Junction 183 Route 61, Kailua Road 184 Waimanalo Junction to Kawainui Bridge 185 Route 63, Kalihi Street 186 Nimitz Highway (92) to School Street 187 Route 63, Likelike Highway 188 School Street to Intersection of Kahekili Hwy (83) & Likelike Hwy (83) 189 Route 65, Kaneohe Bay Drive 190 Kamehameha Highway (83) to Vicinity of Kaimalu Place 191 Route 65, Kaneohe Bay Drive 192 Malae Place to Kailua Interchange (H-3) 193 Route 65, Mokapu Saddle Road 194 Kaneohe Bay Drive (65) to Ilipilo Street 195 Route 65, Mokapu Boulevard 196 Ilipilo Street to North Kalaheo Avenue 197

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Route 72, Kalanianaole Highway 198 Waimanalo Junction to Ainakoa Avenue 199 Route 98, Vineyard Boulevard 200 H-1 Off-Ramp & Olomea Street to H-1 On-Ramp (Pedestrian Overpass) 201 Route 98, Halona Street 202 Houghtailing Street to Palama Street 203 Route 98, Olomea Street 204 Houghtailing Street to Palama Street 205 Route 7601, Old Waialae Road (Kapiolani Interchange) 206 Kapiolani Boulevard to North King Street 207 Route 7801, Waialae Avenue 208 17th Avenue to Kilauea Avenue 209 *Route H-1, Middle Street (7415) to Ainakoa Avenue 210 Route H-3, Haiku Portal of Harano Tunnel to Kaneohe Marine 211 Corp Base 212 Bingham Street 213 Punahou Street to Vicinity of Isenberg Street 214 Funchal Street 215 Pauoa Road to Pali Highway (61) 216 Kapahulu Avenue 217 Harding Avenue to Kapiolani Boulevard 218 Keeaumoku Street 219 Kinau Street to Kaihee Street 220 Kokohead Avenue 221 Harding Avenue to Pahoa Avenue 222 Lunalilo Street 223 Ernest Street to Keeaumoku Street 224 McCully Street 225 Beretania Street to Dole Street 226 Metcalf Street 227 Dole Street to Alexander Street 228 Papaku Place 229 Near Piikoi/H-1 On-Ramp (East) 230 South King/ Harding Avenue 231 Waialae Avenue (near Humane Society) to Second Avenue 232 Waiaka Road 233 Waiaka Place to Kapiolani Boulevard 234 Waokanaka Street 235

*Note: Night work is required. Refer to Section 110.04 – Safety and 237 Convenience 238

110.04 Safety and Convenience. The Contractor shall at all times conduct his 240 work to assure the least possible obstruction to public traffic. The safety and 241 convenience of the general public and the protection of persons and property is of 242 utmost importance, and the Contractor shall provide appropriate traffic control and 243 safety measures. The Contractor and his employees shall treat members of the 244 public in a fair and polite manner. Workers shall present a professional 245 appearance and conduct themselves in a professional manner at all times. 246

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All Traffic Control and safety measures shall be done in Conformance with 248 the “Administrative Rules of Hawaii Governing the Use of Traffic Control Devices 249 at Work Sites on or Adjacent to Public Streets and Highways” adopted by the 250 Director of Transportation, and the current U.S. Federal Highway Administration 251 “Manual on Uniform Traffic Control Devices (MUTCD), 2023 Edition. Costs for 252 traffic control shall include set-up and removal of all signs, cones, delineators, 253 barricades, flag persons, police officers, arrow boards, etc., and shall be included 254 in the proposal price of the various traffic control items. See Section 645 – Work 255 Zone Traffic Control. 256 Do not close traffic lanes or slow down traffic during the following peak 258 hours: 259 Morning Peak Hours 6:00 A.M. to 8:30 A.M. 261 Afternoon Peak Hours 3:00 P.M. to 6:00 P.M. 262 Morning Peak Hours from 6:00 A.M. to 9:00 A.M. shall be observed for 264 Interstate Routes H-2 and H-3, Likelike and Pali Highways, Nimitz Highway/ Ala 265 Moana Boulevard, and Fort Weaver Road. 266 Above peak hours are daily except Saturdays, Sundays, and holidays. 268 Night work is required for Interstate Route H-1 (from Palailai Interchange to 270 Ainakoa Avenue). The night work hours are from 10:00 P.M. to 4:30 A.M. Areas 271 1 and 4 are affected. 272 The Contractor must notify all private property owners in the vicinity where 274 pavement repairs are performed in the event that the work may hinder access to 275 their property. The Contractor must also secure permission prior to entering 276 private property to do sign replacement work, if any. 277 The Contractor must submit a “Permit to Perform Work Upon State 279 Highways” application. Work upon State Highways shall not be performed until 280 the application is approved by the District Office. 281 The Contractor shall remove debris daily and shall leave the work site in a 283 condition equal to or cleaner than prior to commencing work. The Contractor shall 284 be responsible for all hauling and lawful disposal of debris. Any unauthorized or 285 illegal disposal is grounds for termination of the contract. 286

110.05 Hours of Operation. The Contractor shall be available to provide the 288 specified services during normal working hours and complete the services within 289 the period specified in the work order. Normal working days and hours for the 290 project are defined as Monday through Friday, 8:30 A.M. to 3:00 P.M., except for 291 State holidays. Refer to Section 645 – Work Zone Traffic Control. Authorized 292

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Highways personnel will contact the Contractor to schedule work, as needed. All 293 services requested after normal work hours may be charged in accordance with 294 Subsection 107.04 – Overtime and Night Work. 295

110.06 Disposal of Debris. The Contractor shall be responsible for all hauling 297 and dump fees and shall include the cost of these items in his bid. Any 298 unauthorized or illegal disposal is grounds for termination of the contract. 299

110.07 Work Orders. Prepare a work order (Figure 2) for each sign 301 replacement or group of sign replacements in the same location. The work order 302 shall also include the construction schedule, supervisory staff, equipment list, and 303 material to be used. At certain work sites, erosion control plans or BMP plans will 304 be requested by the Engineer. Submit the work order for approval to the Highways 305 Oahu District Maintenance Superintendent at the Oahu District Office, 727 Kakoi 306 Street, Honolulu, Hawaii 96819. Work shall not be performed unless the 307 Contractor receives an approved work order. The Engineer or his representative 308 shall authorize any increases in total price. 309

110.08 Basis of Payment. Payment shall be made by purchase order. The 311 Contractor shall submit monthly invoices to the Oahu District Office, 727 Kakoi 312 Street, Honolulu, Hawaii 96819, if services are rendered. See Subsection 109.08 313

- Progress Payments.” 314

END OF SECTION 110 317

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Amend Section 645 – WORK ZONE TRAFFIC CONTROL to read as follows: 1

“SECTION 645 - WORK ZONE TRAFFIC CONTROL 3

645.01 Description. This section describes the following: 6

(A) Furnishing, installing, maintaining, and subsequently removing work 8 zone traffic control devices, and personnel. Work zone traffic control shall 9 include providing flaggers and police officers. 10

(B) Keeping roads for public traffic open and in passable condition; 12 providing and maintaining temporary access crossings for trails, 13 businesses, parking lots, garages, residences, farms, parks, and other 14 driveways; taking necessary work precautions for the protection, safety, and 15 convenience of the public; should pedestrian facilities exist, taking 16 necessary measures for safe and accessible passage, with route 17 information and ADAAG compliance, for pedestrians traveling through or 18 near work zone; taking necessary precautions to protect work zone workers 19 from situations that place workers at increased risk from motorized traffic. 20

(C) Taking safety and precautionary measures, such as illuminating 22 roadway obstructions during hours of darkness, in accordance with Chapter 23 286, HRS; Title 19, Subtitle 5, Chapters 127, 128, and 129, HAR; and 24

MUTCD. 25

645.02 Materials. 27

Signs 750.01 29 Sign Posts 750.02 31 Fasteners for Signs and Route Markers 750.03 33 Reflector Marker 750.07 35 Flexible Delineator Posts and Reflectors 750.08 37 Traffic Delineators 750.09 39 Preformed Pavement Marking Tape 755.04 41

Submit electronic crashworthy documentation, including but not limited to, 43 drawings in pdf and CADD, crash test reports, and FHWA eligibility letters 44 certifying compliance with MASH 2016, for signs, sign supports, barricades, 45 tubular markers, cones, vertical panels, and other traffic control devices. Only 46

645-2a r8/7/26 devices that are deemed crashworthy will be allowed. 47 Upon request of the Engineer, furnish self-certified MASH 2016 compliant 49 letter from vendor(s) for each type of Category 1 traffic control device, as defined 50 by FHWA and/or AASHTO, including single-piece traffic cone, single-piece drum, 51 and tubular marker. 52

Traffic control devices, including signs, barricades, warning lights, arrow 54 boards, portable changeable message signs, cones, tubular markers, and 55 temporary concrete barriers shall conform to the American Traffic Safety Services 56 Association (ATSSA), Quality Guidelines for Temporary Traffic Control Devices 57 and Features and the MUTCD. 58

Protective devices including barricades, warning signs, lights, and 60 temporary signals shall conform to Title 19, Subtitle 5, Chapters 127, 128, and 129, 61 HAR. Retroreflectorization for protective devices such as barricades, tubular 62 markers, and warning signs shall conform to Subsection 750.01 – Signs. 63

645.03 Construction. Furnish, install, and maintain barricades, signs, cones, 65 tubular markers, lights, flashing signals, and other traffic control devices. 66

Furnish two police officers for each location that requires work zone traffic 68 control. If the Traffic Control Plan (TCP) is included in the contract documents, 69 furnish number of police officers indicated in the TCP, whichever is greater. 70

Furnish two Electronic Message Boards or the amount requested by the 72

Engineer for each work site that requires work zone traffic control on a daily basis. 73 When directing traffic, flaggers, or police officers, or both shall be in direct 75 communication with each other. 76 TCP for lane closure on two-lane road will consider intersections and 78 driveway access. Maximum length of a lane closure on a two-lane road is 1,000 79 feet. 80

Submit TCP and schedule at least 15 working days before work starts. 82

Submit modifications and deviations from accepted TCP and schedule at least 15 83 working days before start of work requiring modification or deviation. Illegible TCP 84 will not be accepted. 85

Include the following in TCP and schedule: 87

(1) Signs (type, size, designation, and placement). 89

(2) Traffic movements shown by arrows. 91

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(3) Positions of flaggers and police officers. 93

(4) Barricades, cones, tubular markers, and additional traffic 95 control devices and measures necessary for protection of work and 96 public safety; and placement, spacing, distances, and reference 97 points for traffic control devices. 98

(5) Layout, drawn to scale, of traffic control devices, including 100 information needed to layout TCP. 101

(6) Brief description of work. 103

(7) Dates of work. 105

(8) Times of day affected. 107

(9) Proposed public information sign. 109

(10) Proposed news release. 111

Place sign or device situated farthest upstream from work zone first. Then 113 place others progressively downstream toward work zone. 114 Extend cones or tubular markers to point where cones or tubular markers 116 are visible to approaching traffic. 117 For signs with messages on both faces, cover inapplicable message before 119 placement. 120 Keep barricades, construction and warning signs, and other traffic control 122 devices in good condition. Repair, clean, or replace barricades, signs, or other 123 devices as required to maintain effectiveness and appearance. The Engineer 124 alone will decide suitable condition of each barricade, sign, or other traffic control 125 device. 126

Remove or cover regulatory and warning signs that conflict with TCP. 128

Restore signs upon completion of work or as ordered by the Engineer. Affix object 129 markers to post(s) of covered sign. 130

Promptly remove or cover construction and warning signs that are not 132 applicable or not in use. 133 For sign covers, fully covers signs as indicated in the Acceptable category 135 of the ATSSA Quality Guidelines for Temporary Traffic Control Devices and 136 Features. Covers that are deemed to be in the Marginal or Unacceptable 137 categories will not be accepted. Covers that are fabricated from rigid materials will 138

645-4a r8/7/26 also not be accepted unless it is certified to be MASH 2016 compliant. 139 Promptly remove traffic control devices that are no longer needed. 141 Remove traffic control devices in reverse order of installation, starting 142 closest to work zone and continuing away from work zone. 143 Maintain abutting owners’ existing access until replacement access is 145 usable. Obtain permission from abutting owners, including conditions for closing 146 existing access. Submit copy of agreement with abutting owners before beginning 147 work in the affected area. 148

When working on existing facility that will be kept open to traffic, provide 150 smooth and even surface for public traffic use. Only work on a portion of roadway 151 at one time, and stage construction from one side to other while routing traffic over 152 opposite side. 153

During subgrade and paving operations, paved shoulders may be used for 155 public traffic. 156 Do not store material or equipment where it will interfere with public traffic. 158

Remove equipment and other obstructions out of right-of-way or clear zone to 159 permit free and safe passage of public traffic during non-working hours or 160 suspension of work. For storage of materials and equipment, see Subsection 161

105.14 – Storage and Handling of Materials and Equipment. 162

Notify Fire Department, in writing, at least 24 hours before blocking or 164 closing road access. Keep fire hydrants accessible to Fire Department by not 165 placing material or other obstructions within five feet of fire hydrant or closer than 166 permitted by applicable ordinances, rules, and regulations. 167

Notify the Engineer and County, including Bus Systems Division, Police 169

Department, Fire Department, Emergency Medical Services, and Department of 170 Health in writing at least five days before start of construction. 171

(A) Signs. Install signs sufficiently ahead of location where operations 173 may interfere with use of road by traffic and at intermediate points where 174 new work crosses or coincides with existing road. 175

Place signs in accordance with TCP as accepted by the Engineer. 177

(B) Work Zone Signs. Erect work zone signs at the beginning of project 179 and at the end of project at the location indicated by the Engineer. These 180 signs shall remain for the duration of the highway project. Maintain these 181 signs. Place these signs besides the required traffic control signs called for 182 herein. 183

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The work zone signs shall be new and become the property of the 185 Contractor. 186

(C) Barricades. 188

(1) General. Provide, erect, and maintain necessary barricades 190 suitable for protection of work and safety of the public. 191

Barricades shall be in good condition. Barricade application 193 and installation shall be in accordance with accepted TCP. 194 Provide sand bags if required or ordered by the Engineer. 196

Sand bags and installation method shall comply with MUTCD and be 197 accepted by the Engineer prior to use. Do not place sand bags on 198 striped barricade rail. 199

During hours of darkness, install steady burn or flashing lamps 201 on barricades selected by the Engineer. Attach lamps on barricade 202 ends closest to traveled way and visible to oncoming traffic. 203

Do not install signs on barricades unless signs and barricades 205 have been crash tested as a unit and accepted under NCHRP Report 206

350. 207

(2) Retroreflectorization. Retroreflectorize barricade rails and 209 attachment with retroreflective sheeting in accordance with 210 Subsection 750.01(C)(4) - Type III or IV Retroreflective Sheeting 211 (High Intensity) or Subsection 750.01(C)(5) - Hardened Aluminum-212 Backed Retroreflective Sheeting. 213

Retroreflectorize both vertical faces of each barricade rail. 215

(3) Color. Provide white colored rails, frames, and braces with 217 front and back rail faces having 6-inch-wide alternating orange or red 218 and white stripes sloping downward toward traveled way at angle of 219 45 degrees from vertical. Use stripe colors in accordance with the 220 following: 221

(a) Use orange and white stripes for the following 223 conditions: 224

1. Construction work. 226

2. Detours. 228

3. Maintenance work. 230

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(b) Use red and white stripes for the following conditions: 232

1. On roadways with no outlet, such as dead-ends 234 and cul-de-sacs. 235

2. Ramps or lanes closed for operational 237 purposes. 238

3. Permanent or semi-permanent closure or 240 termination of roadway. 241

(4) Maintenance. Keep barricades in good condition. Repair, 243 repaint, clean, or replace barricades to maintain effectiveness and 244 appearance. Immediately replace missing or damaged barricades, 245 lamps, sandbags, and other accepted weights. 246

Clean and repair barricades before relocating to other 248 locations. 249

(D) Traffic Delineators. Install traffic delineators in accordance with 251 accepted TCP. 252

Maintain traffic delineators in good condition. Immediately replace 254 missing or damaged tubular markers. 255 Clean delineators prior to relocating to new location. 257

(E) Cones. Install traffic cones in accordance with accepted TCP. 259

Maintain traffic cones. Keep traffic cones clean and in good repair. 261

Immediately replace lost, stolen, or damaged traffic cones. 262

Clean cones prior to relocating to new location. 264

(F) Lane Closures. Lane closures will be allowed only from 8:30 a.m. 266 to 3:00 p.m., Monday through Friday. Exceptions to lane closure hours 267 specified require written acceptance by the Engineer. Placement and 268 removal of all work zone devices within the travel lanes, such as arrow 269 boards, cones, etc., are restricted to allowable closure times. No increase 270 in contract price or contract time will be given for lane closure restrictions 271 specified. 272

For island of Oahu, no lane closures will be allowed during 24-hour 274 periods as follows: 275

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(1) Holidays (Midnight to Midnight). 277

(2) Day before and day after Thanksgiving Day (Midnight to 279 Midnight). 280

(3) Holiday period for Christmas and New Years (Two Weeks 282 prior to Christmas and the week between Christmas and New 283 Years). 284

(4) Other dates of events indicated in the contract documents.” 286 No time extension will be given for the above restrictions. The 288 contract time for the project has accounted for any loss of time due to the 289 above restrictions. 290

Closure of only one lane of traffic will be allowed during lane-closure 292 hours. Keep lanes open to traffic and allow flow at posted speed limit during 293 non-lane closure hours. 294

If applicable, coordinate lane closures with adjacent project(s) at no 296 increase in contract price or contract time. 297 Rental fees will be assessed in accordance with Subsection 108.10 299

– Rental Fees for Unauthorized Lane Closure or Occupancy, for failure to 300 open lanes to traffic during peak hours. Morning and afternoon peak hours 301 shall be from 5:30 a.m. to 8:30 a.m. and 3:00 p.m. to 6:00 p.m., respectively, 302 Monday through Friday. 303

Before scheduling work, submit requests for detours and lane 305 closures as follows: 306

(1) Detours - 8 weeks before implementing detours. 308

(2) Lane closures - 6 weeks before implementing lane closures. 310

Include the following with detour and lane closure requests: 312

(1) Explanation of proposed changes to existing traffic pattern. 314

(2) Installation schedule for informational and traffic control signs. 316

(3) Publication schedule for legal notices. 318

(4) Plan showing proposed informational signs. 320

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(5) Plan showing lane changes or detours in accordance with 322 accepted TCP, including details at beginning of multi-lane highway 323 lane changes and detours. 324 Detours or lane closures will not be allowed before the Engineer 326 accepts detour or lane closure request. 327

TABLE 645-I - FOR TRAFFIC CONTROL PLAN

POSTED

SPEED

LIMIT

(M.P.H.)

SIGN

SPACING

(D)

(FEET)

TAPER LENGTH

(T) (FEET)

LONGI-

TUDINAL

BUFFER

SPACE

(B)

(FEET)

SPACING OF CONES OR

TUBULAR MARKERS

(FEET)

W =

12' OR

LESS

W =

GREATER

THAN 12' *

TAPER TANGENT

WORK

AREA

20 250 200 W x 17 35 20 20 10

25 250 200 W x 17 55 25 25 10

30 250 250 W x 20 85 30 30 10

35 250 250 W x 20 120 35 35 10

40 500 350 W x 30 170 40 40 10

45 500 550 W x 45 220 45 45 10

50 1000 600 W x 50 280 50 50 10

55 1000 700 W x 55 335 55 55 10

* W = width of lane or shoulder

(G) Advisory Signs. Submit advisory sign shop drawings. Construct, 330 install, maintain, and remove two advisory signs as ordered by the 331 Engineer. Place signs at locations designated by the Engineer. Provide 332 signs, minimum 8 feet wide by 4 feet high, with black letters on orange 333 background, and with three 4.00 pounds/foot flanged channel posts for each 334 sign. 335

Include starting date and hours of construction in sign message. Use 337 letter heights of 8 inches, Series D. The Engineer will review and accept 338 advisory signs’ wording before fabrication. Install advisory signs two weeks 339 before start of construction. Remove advisory signs immediately after 340 construction has been completed or as ordered by the Engineer. 341

(H) Advertisement. Place advertisement in newspaper, as ordered by 343 the Engineer, for the following traffic pattern changes or night work: 344

(1) Detours. 346

645-9a r8/7/26

(2) Lane closure. 348

(3) Permanent road closure. 350

(4) Permanent new route that changes previous route. 352

Include the following information: 354

(1) Map of traffic pattern change limits. 356

(2) Map showing lane(s) closure and detour pattern. 358

(3) Notice of starting and ending dates and duration. 360

(4) Explanation of lane(s) closure or detours in "Notice To 362 Motorist". 363

Quality of map shall conform to the following requirements: 365

(1) No freehand printing or penciling. 367

(2) Highlight important features by darkening, cross-hatching, 369 crossing-out, or coloring important words, as necessary. 370

(3) Provide maps with minimum size of five columns wide and 372 four columns deep. Lesser width columns may be considered to 373 balance against size of drawing. 374

(4) Text specifications. 376

(a) Work being featured - 3/16-inch text. 378

(b) Major roads and features - 1/8-inch text. 380

(c) Other roads and features- first letter of sentence upper 382 case. 383

(d) "NOTICE TO MOTORIST" in upper case. 385

(e) Message - first letter of sentence upper case. 387

(5) Line Thickness. 389

(a) Important feature being advertised - line thicker than 391 rest of map. 392

645-10a r8/7/26

(b) Directional arrow - bolder than rest of lines shown on 394 map, when important, to show route traffic should use. 395

(6) Show reference direction such as "TO HONOLULU" with 397 arrow Submit the following: 398

(a) "Notice to Motorists" before placement in newspaper, 400 six weeks before start of work. 401

(b) Actual size of notice to be published in newspaper. 403 The Engineer will not allow size reduction of notices once 404 accepted. Submit final, camera-ready “Notice to Motorists” 405 advertisement. 406

Place advertisement for three consecutive days and within one week 408 before traffic pattern changes, in publication as ordered by the Engineer. 409

645.04 Measurement. Traffic Control as specified in Subsection 645.03 – 411 Construction will be measured per lane mile in accordance with the contract 412 documents. 413 The Engineer will measure Electronic Message Boards per each on a 415 daily basis in accordance with the contract documents. 416

645.05 Payment. The Engineer will pay for the accepted traffic control, 418 additional police officers, additional traffic control devices, and advertisement at 419 the contract price per pay unit, as shown in the proposal schedule. Payment will 420 be full compensation for the work prescribed in this section and the contract 421 documents. 422 The Engineer will pay for the accepted Electronic Message Boards at the 424 contract price per each on a daily basis. The price includes full compensation for 425 renting/furnishing, installing, setting up, maintaining and removing one electronic 426 message board for a 24-hour period and furnishing labor, materials tools, 427 equipment, and incidentals necessary to operate the Electronic Message Boards. 428 The Engineer will pay for the following pay item when included in the 430 proposal schedule: 431 Pay Item Pay Unit 433 Traffic Control (Interstate Freeway) Lane Mile 435 Traffic Control (State Highway) Lane Mile 437 Electronic Message Board (per day) Each 439

645-11a r8/7/26

The Engineer will not pay for request submittals. The Engineer will not 441 consider claims for additional compensation of late submittals or requests by 442 Contractor. 443

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” 463

END OF SECTION 645 465

HWY-OM-2027-47

P-1

PROPOSAL TO THE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

PROJECT: SIGN REPLACEMENT AT VARIOUS LOCATIONS

ISLAND OF OAHU

PROJECT NO.: HWY-OM-2027-47

CONTRACT PERIOD: TWENTY-FOUR (24) MONTHS from the date indicated in the Notice to Proceed from the Department with an option to extend for three (3) additional twelve (12) month periods upon mutual agreement.

DESIGN PROJECT MANAGER:

NAME: Jennifer Russell ADDRESS: 601 Kamokila Boulevard, Room 609

Kapolei, Hawaii 96707

PHONE NO.: (808) 692-7572

EMAIL: jennifer.t.russell@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.

r8/7/26

HWY

r07.01.26 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.

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 103D-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.

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.

r07.01.26 P-3

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

5. 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 to waive any defects when in the Director’s opinion such rejections or 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: the Hawaii Standard Specifications for Road and Bridge Construction dated 2005, the Notice to Bidders, the Special Provisions, if any, the Technical Provisions, the Proposal, the Contract and Bond Forms, and the Project Plans.

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 per area, in the form checked below. (Check applicable bid security submitted with bid.)

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

(Fill in other acceptable security.)

r07.01.26 P-4

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. 3

Addendum No. 2 Addendum No. 4

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 Joint Contractor or Subcontractor and the nature of work to be done by each. 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 Sub- or Joint Contractor and subject to evaluation as a Sub- or Joint Contractor. It is understood that failure to comply with the aforementioned requirements may be cause for rejection of the bid submitted.

Name of Subcontractor Nature and Scope of Work

1.

2.

3.

4.

5.

6.

7.

8.

Name of Joint Contractor Nature and Scope of Work

1.

2.

3.

NOTES:

"None" or if left blank indicates no Subcontractor or Joint Contractor.

If more space is needed, attach additional sheets.

r07.01.26 P-5

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)

By Authorized Signature

Print Name and 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.

Addendum No. 1 P-6 r8/7/26

PREFERENCES FOR AREA 1

Bidders acknowledge that while preferences are considered in the evaluation of bids, the award of the contract will be in the amount of the bid offered exclusive of any preferences.

A. HAWAII BIDDER PREFERENCE

In accordance with HRS §103D-302, the Hawaii bidder preference is applicable to this solicitation for evaluation purposes only. Bidders desiring to qualify for the five per cent (5%) preference shall submit with their bid a completed Hawaii Bidder/Offeror Preference Certification Form (Form SPO-081) at or before the time set for receipt of bids. Certifications submitted for previous or other solicitations will not be accepted.

( ) Yes, the Bidder elects to receive the Hawaii Bidder Preference and has included the Form SPO-081 with the bid.

B. APPRENTICESHIP AGREEMENT PREFERENCE

In accordance with HRS §103-55.6, the estimated value of this public works contract is $250,000 or more and the apprenticeship agreement preference is applicable to this solicitation for evaluation purposes only. Bidders desiring to qualify for the five per cent (5%) preference shall submit with their bid a complete, valid CERTIFICATION OF BIDDER’S PARTICIPATION IN APPROVED APPRENTICESHIP PROGRAM UNDER ACT 17 (Certification Form 1) for each apprenticeable trade the Bidder will employ on the project.

( ) Yes, the Bidder elects to receive the Apprenticeship Agreement Preference and has attached Certification Form(s) 1 for each apprenticeable trade the Bidder will employ for this project (excluding subcontractors).

By submission of this offer, the Bidder certifies that it has indicated all apprenticeable trades that Bidder will employ for this project (excluding subcontractors) by listing the applicable trades below:

(Attach additional sheet if necessary.)

Form 1 Required. Failure to submit a valid Form 1 with the bid for every apprenticeable trade that Bidder will employ on the project will result in the preference being denied, regardless of whether the trade is listed above. If a Form 1 is submitted for a trade that is not listed above, the Form 1 will take

P-7 r8/7/26 precedence over the listing and may be used to qualify Bidder for the preference.

Form 2 Required. If awarded the contract with the Apprenticeship Agreement Preference applied, then for the duration of the contract, the Bidder shall certify each month that work is being conducted on the project that the Contractor continues to be a participant in the relevant apprenticeship program for each trade it employs. Monthly certification shall be made on the Certification Form 2 and submitted to the

HDOT.

Failure to comply with the requirements of the Apprenticeship Agreement Preference program will subject the Contractor to sanctions pursuant to HRS §103-55.6.

C. HAWAII PRODUCTS PREFERENCE

Hawaii Products Preference shall not apply to this solicitation.

D. RECYCLED PRODUCT PREFERENCE

Recycled Product Preference shall not apply to this solicitation.

STATE OF HAWAII

Hawaii Bidder/Offeror

Preference Certification Form

(As Defined in HRS103D-1001)

AREA 1

I, ____________________ _, ________________ of (Authorized Officer's Name) (Office or Position Held)

(Name of Bidder/Offeror) certify the following:

(1) That the Bidder/Offeror holds a valid commercial place of business located in the

State of Hawaii at the following address:

and that the above-named office was opened on the following date:-----� and has been staffed by the Bidder/Offeror or an employee of the Bidder/Offeror for not less than two (2) consecutive years immediately preceding the time and date set for the opening of bids or receipt of proposals;

(2) That the bid or proposal in response to IFB/RFP No. _______ _, is submitted under the name under which the Bidder/Offeror is authorized to do business in the State;

(3) That not less than fifty-one percent (51 %) of the total direct labor hours required for performance of the contract will be performed within the State; and

(4) If the Bidder/Offeror is a joint venture, the Bidder/Offeror is composed entirely of parties meeting the requirements of paragraphs (1 ), (2), and (3).

I certify under penalty of perjury that the above statements are true. I agree to maintain the above qualifications throughout contract performance; any changes in eligibility shall be reported to the Contract Administrator or purchasing agency's contact person identified in the RFP/IFB. I acknowledge that failure to maintain the above qualifications triggers a price adjustment equal to the value of the preference applied and may constitute cause for debarment under HRS §103D-702.

Signature of Authorized Officer

Print Name and Title

Date

Form SPO-081 (Rev. 07/01/2026) P-8 Addendum No. 1

ITEM NO. ITEM

APPROX.

QUANTITY

UNIT

621.1000 Invasive Species Management F.A. F.A. F.A. $ 50,000.00

630.1010 Panel for Overhead Expressway Sign - 50 SF or Less 1 SF $ __________ $ __________

630.1011 Panel for Overhead Expressway Sign - Greater than 50 SF to

125 SF

1 SF $ __________ $ __________

630.1012 Panel for Overhead Expressway Sign - Greater than 125 SF 1 SF $ __________ $ __________

630.1020 Panel for Ground Mounted Expressway Sign - 50 SF or Less 1 SF $ __________ $ __________

630.1021 Panel for Ground Mounted Expressway Sign - Greater than 50 SF to 125 SF

1 SF $ __________ $ __________

630.1022 Panel for Ground Mounted Expressway Sign - Greater than

125 SF

1 SF $ __________ $ __________

630.1030 Overlay Panel for Overhead Expressway Sign - 50 SF or Less 1 SF $ __________ $ __________

630.1031 Overlay Panel for Overhead Expressway Sign - Greater than 50 SF to 125 SF

1 SF $ __________ $ __________

630.1032 Overlay Panel for Overhead Expressway Sign - Greater than

125 SF

1 SF $ __________ $ __________

630.1040 Overlay Panel for Ground Mounted Expressway Sign - 50 SF or Less

1 SF $ __________ $ __________

PROPOSAL SCHEDULE - AREA 1

UNIT PRICE AMOUNT

Addendum No. 1

HWY-OM-2027-47

P-9

QUANTITY

UNIT

PROPOSAL SCHEDULE - AREA 1

UNIT PRICE AMOUNT

630.1041 Overlay Panel for Ground Mounted Expressway Sign - Greater than 50 SF to 125 SF

1 SF $ __________ $ __________

630.1042 Overlay Panel for Ground Mounted Expressway Sign - Greater than 125 SF

1 SF $ __________ $ __________

630.1210 Destination Sign - 50 SF or Less 1 SF $ __________ $ __________

630.1211 Destination Sign - Greater than 50 SF to 125 SF 1 SF $ __________ $ __________

630.1212 Destination Sign - Greater than 125 SF 1 SF $ __________ $ __________

630.1220 Slip Base Post for Destination Sign - 10 LF…