FINAL ADDENDUM NO 2 HWY OM 2027 36.pdf

PAVEMENT MARKING REPAIRS AT VARIOUS LOCATIONS ADDENDUM NO. 2

ISLAND OF OAHU PAGE 1 OF 2

PROJECT NO. HWY-OM-2027-36 SEPTEMBER 21, 2026

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS

ADDENDUM NO. 2

FOR

PAVEMENT MARKING REPAIRS AT VARIOUS LOCATIONS

ISLAND OF OAHU

PROJECT NO. HWY-OM-2027-36

September 21, 2026

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

A. SPECIAL PROVISIONS

1. Delete SECTION 105 – CONTROL OF WORK, dated 7/9/26, in its entirety and replace it with attached SECTION 105 – CONTROL OF WORK, dated r9/21/26

2. Delete SECTION 629 – PAVEMENT MARKINGS, dated 8/5/26, in its entirety and replace it with attached SECTION 629 – PAVEMENT MARKINGS, dated r9/21/26.

3. Delete SECTION 755 – PAVEMENT MARKING MATERIALS, dated 8/5/26 in its entirety and replace it with attached SECTION 755 – PAVEMENT MARKING

MATERIALS dated r9/21/26.

B. PROPOSAL SCHEDULE

1. Delete PROPOSAL SCHEDULE, pages P-6 to P-31, dated 8/17/26, and replace it with attached PROPOSAL SCHEDULE, pages P-6 to P-31, dated r9/21/26.

The following is provided for information.

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

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

PAVEMENT MARKING REPAIRS AT VARIOUS LOCATIONS ADDENDUM NO. 2

ISLAND OF OAHU PAGE 2 OF 2

PROJECT NO. HWY-OM-2027-36 SEPTEMBER 21, 2026

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 https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAA51nPXK5C5AKx50i-_vKKcj_0YBRVO0gc

HWY-OM-2027-36 Addendum No. 2 105-1a r9/21/26

SECTION 105 – CONTROL OF WORK 1

Make the following amendments to said Section: 3

(I) Amend 105.01 – Authority to read as follows: 6

“105.01 Authority. 8

(A) Authority of the Engineer. The Engineer is the representative of 10 the Director and has all the authority of the Director with respect to the 11 contract. The Engineer will make decisions on all questions that may arise 12 regarding the contract, such as, but not limited to: 13

(1) Interpretation of the contract documents. 15

(2) Acceptability of the materials furnished, and work performed. 17

(3) Manner of performance and rate of progress of the work. 19

(4) Acceptable fulfillment of the contract on the part of the 21

Contractor. 22

(5) Compensation under the contract. 24

The Engineer’s decisions on questions, claims, and disputes will be 26 final and conclusive subject to Subsection 107.15 – Disputes and Claims. 27

The Engineer may delegate specific authority to act for the Engineer 29 to a specific person or persons. Such delegation of authority shall be 30 established in writing and shall become effective upon delivery to the 31

Contractor. 32

(B) Authority of the Inspectors. Inspectors, as a representative of the 34

Engineer or other agencies, will inspect the work done and materials 35 furnished. Such inspection may extend to the preparation, fabrication, or 36 manufacture of the materials to be used. The Inspector does not have 37 authority vested in the Engineer unless specifically delegated in writing. 38

The Inspector may not alter or waive the provisions of the contract, issue 39 instructions contrary to the contract, or act as agent or representative of the 40

Contractor. 41

Failure of an Inspector at any time to reject non-conforming work 43 shall not be considered a waiver of the State’s right to require work in strict 44 conformity with the contract documents as a condition of final acceptance. 45

105-2a r9/21/26

(C) Authority of the Consultant and Construction Management. The 47

State may engage consultants and construction managements to perform 48 duties in connection with the work. Unless otherwise specified in writing to 49 the Contractor, such retained consultants and construction managements 50 shall have no greater authority than an Inspector.” 51

(II) Amend Subsection 105.02 - Submittals by revising the first paragraph 53 from lines 52 to 61 to read as follows: 54

“105.02 Submittals. The contract contains the description of various items that 56 the Contractor must submit to the Engineer for review and acceptance. The 57

Contractor shall review all submittals for correctness, conformance with the 58 requirements of the contract documents and completeness before submitting them 59 to the Engineer. The submittal shall indicate the contract items and specifications 60 subsections for which the submittal is provided. The submittal shall be legible and 61 clearly indicate what portion of the submittal is being submitted for review. The 62

Contractor shall provide six copies of the required submissions at the earliest 63 possible date.” 64

5.01 65

(III) Amend Subsection 105.08 (A) - Furnishing Drawings and Special 66

Provisions to read as follows: 67

“(A) Furnishing Drawings and Special Provisions. The State will 69 furnish the Contractor an electronic set of the special provisions and plans.” 70

The Contractor shall have and maintain at least one set of plans and 71 specifications on the work site, at all times. 72

(IV) Amend Subsection 105.14(D) – No Designated Storage Area from lines 74

421 to 432 to read as follows: 75

“(D) No Designated Storage Area. If no storage area is designated 77 within the contract documents, materials and equipment may be stored 78 anywhere within the State highway right-of-way, provided such storage and 79 access to and from such site, within the sole discretion of the Engineer, 80 does not create a public or traffic hazard or an impediment to the movement 81 of traffic.” 82

105-3a r9/21/26

(V) Amend 105.16(A) – Subcontract Requirements by adding the following 85 paragraph after line 483: 86

The 'Specialty Items' of work for this project are as follows: 88

Section Description 90

No. 91

645 Contract Items under Section 645 – Work Zone Traffic 93

Control” 94

(VI) Amend Subsection 105.16(B) – Substituting Subcontractors from line 96

487 to line 494 to read: 97

(B) Substituting Subcontractors. Under HRS Chapter 103D-302, the 99

Contractor is required to list the names of persons or firms to be engaged 100 by the Contractor as a subcontractor or joint contractor in the performance 101 of the contract. No subcontractor may be added or deleted, unless 102 authorized by the Engineer. Substitutions will be allowed only if the 103 subcontractor: 104

END OF SECTION 105 109

629-1a r9/21/26

SECTION 629 - PAVEMENT MARKINGS 1

Make the following amendments to said Section: 3

(I) Amend Subsection 629.03(B) – Temporary Pavement Markings by 5 revising the third paragraph from line 62 to 63 to read: 6

“Maintain and replace temporary pavement markings, flexible 8 delineators, and barricades. ” 9

(II) Amend Table 629.03 – 1 – Temporary Pavement Markings to read as 11 follows: 12

“TABLE 629.03-1 TEMPORARY PAVEMENT MARKINGS

TYPE PAVEMENT MARKINGS

Passing Permitted -

Both Sides

Single 4-inch yellow stripe 5 feet in length spaced 20 feet on center with Type D markers spaced 40 feet on center and located on center of 5-foot length of stripe.

Passing Prohibited -

Both Sides

Double solid 4-inch yellow stripes with Type D markers placed

20 feet on center on one of 4-inch yellow stripes selected by the

Engineer.

Passing Permitted -

One Side Only

Single continuous 4-inch yellow stripe with Type D markers placed on stripe 20 feet on center on no-passing side and single

4-inch yellow stripes 5 feet in length spaced 20 feet on center on passing side.

Lane Lines -

Lane Changing Permitted

Single 4-inch yellow or white stripe 5 feet in length spaced 20 feet on center with Type C or Type D markers spaced 40 feet on center.

Lane Lines -

Lane Changing Prohibited

Double solid 4-inch white stripes with Type C markers placed 20 feet on center on one of the 4-inch white stripes selected by the

Engineer.

Crosswalk Two 12-inch white transverse lines spaced 8 feet on center or as ordered by the Engineer.

Stop Line Single 12-inch white transverse line.

Note: Paint may be used for temporary markings in areas where final paving is not complete.”

(III) Amend 629.04 – Measurement by revising lines 292 to 294 to read as 16 follows: 17

629-2a r9/21/26

“629.04 Measurement. 19

(A) The Engineer will measure thermoplastic and preformed pavement 21 marking tape per linear foot in accordance with the contract documents. 22

The longitudinal pavement markings will be measured per linear foot as 23 a single stripe for the width specified in the contract and in the proposal. 24

The Engineer will include the longitudinal gaps for skip striping, up to 25 thirty (30) feet long, in the measurement. 26

The Engineer will measure the transverse markings by the linear 28 foot, per lane, or per each according to the contract. 29

The Engineer will not measure temporary pavement markings 31 including flexible delineator posts with reflector makers or Type I 32

Barricades and temporary signs installed for the longitudinal guidance 33 of public traffic over reconstructed areas, cold planed surfaces, newly 34 paved surfaces or other unmarked or scarified areas for payment. 35

The Engineer will measure the temporary pavement markings and 37 temporary signs installed as ordered by the Engineer for special 38 temporary traffic patterns on a force account basis, if the contract 39 specifies payment in the proposal. 40

The Contractor shall consider the work required for the removal of 42 pavement markings incidental to the various contract items, except as 43 provided in the proposal or elsewhere in the contract. If the contract 44 stipulates that the Engineer will make payment for the removal of 45 pavement markings, the Engineer will measure the removal of 46 pavement markings. 47

(B) The Engineer will measure the pavement markers per each for the 49 types shown in the proposal. 50

(C) The Engineer will measure the painted stripes that are twelve (12) 52 inches wide or less as a single stripe. The Engineer will measure the 53 painted stripes over twelve (12) inches wide as two (2) stripes. The 54

Engineer will measure the double stripes that are twelve (12) inches or 55 less in total width including the transverse space between the stripes as 56 a single stripe. 57

The Engineer will measure the transverse markings by the linear 59 foot, per lane, per each according to the contract. 60

The Engineer will measure the curb markings by the linear foot 62 according to the contract.” 63

(IV) Amend 629.05 – Payment by revising lines 296 to 330 to read as follows: 65

629-3a r9/21/26

“629.05 Payment. 67

(A) The Engineer will pay for thermoplastic and preformed pavement 69 marking tape at the contract price per linear foot according to the 70 contract, complete in place, including primers. 71

The Engineer will pay for double four (4) inch striping with a four (4) 73 inch space between stripes at the contract price per linear foot 74 according to the contract. 75

The Engineer will pay for crosswalk markings at the contract price 77 per lane of traffic marked, according to the contract. 78

The Engineer will pay for pavement arrows (single and multiple 80 heads) and words at the contract price per each according to the 81 contract. 82

The contract unit price paid shall be full compensation for furnishing 84 labors, materials, tools, equipment and incidentals and for doing the 85 work involved in furnishing and installing pavement markings complete 86 in place according to the contract. 87

The Engineer will not pay for the temporary pavement markings 89 including flexible delineator posts with reflector markers or Type I 90

Barricades and temporary signs installed for the longitudinal guidance 91 of public traffic over reconstructed areas, cold planed surfaces, newly 92 paved surfaces or other unmarked or scarified areas for payment if not 93 shown in the proposal separately. The Engineer will consider them 94 incidental to the various contract items. 95

If the contract specifies payment for temporary pavement markings 97 installed as ordered by the Engineer for special temporary traffic 98 patterns, the Engineer will pay from an allowance for “Temporary 99

Construction Zone Markings”. 100

The Engineer will compute the actual amount paid to the Contractor 102 for force account work according to Subsection 109.06 – Force 103

Account Provisions and Compensation. 104

If the contract specifies payment for removal of pavement markings 106 under unit price pay items, the Engineer will pay for the accepted 107 quantities at the contract unit prices bid. The prices shall be full 108 compensation for removing such items according to the contract. 109

629-4a r9/21/26

(B) The Engineer will pay for the various types of pavement markers at 111 the contract price per each according to the contract, complete in 112 place, including adhesives. 113

The Engineer will pay for the following pay items when included in 115 the proposal schedule: 116

Pay Item Pay Unit

_____ - Inch Pavement Striping (____Thermoplastic Extrusion) Linear Foot

_____ - Inch Lane Striping, 10-Foot Profiled (____Thermoplastic Extrusion) Linear Foot

Crosswalk Marking (____Thermoplastic Extrusion) Lane

Pavement Arrow (____Thermoplastic Extrusion) Each

Pavement Word (____Thermoplastic Extrusion) Each

Yield Line (____Thermoplastic Extrusion) Lane

Type ____ Pavement Marker Each

Removing and Disposing of ______ Linear Foot

Removing and Disposing of ______ Lane

Removing and Disposing of ______ Each

END OF SECTION 629 120

755-1 r9/21/26

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 spheres 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 following 21 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

HWY-OM-2027-36 ADDENDUM NO. 2

P-6 r9/21/26

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 precedence over the listing and may be used to qualify Bidder for the preference.

P-7 r9/21/26

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)

I, ______________________________________, ___________________________________ of (Authorized Officer’s Name) (Office or Position Held)

_________________________________________, certify the following:

(Name of Bidder/Offeror)

(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) HWY-OM-2027-36 P-8 r9/21/26

HWY-OM-2027-36

r9/21/26 P-9

PROPOSAL SCHEDULE – AREA 1

ITEM

NO.

ITEM

APPROX.

QUANTITY

UNIT

UNIT

PRICE

AMOUNT

621.1100 Invasive Species Management F.A. F.A. F.A. $10,000.00

629.1110 4-inch Pavement Striping (Type I, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1111 4-inch Pavement Striping (Type II, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1112 4-inch Pavement Striping (Type III, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1113 6-inch Pavement Striping (Type I, Thermoplastic Extrusion) 600 LF $________ $__________

629.1114 6-inch Pavement Striping (Type II, Thermoplastic Extrusion) 600 LF $________ $__________

629.1115 6-inch Pavement Striping (Type III, Thermoplastic Extrusion) 600 LF $________ $__________

629.1116 8-inch Pavement Striping (Type I, Thermoplastic Extrusion) 200 LF $________ $__________

629.1117 8-inch Pavement Striping (Type II, Thermoplastic Extrusion) 200 LF $________ $__________

629.1118 8-inch Pavement Striping (Type III, Thermoplastic Extrusion) 200 LF $________ $__________

629.1119 12-inch Pavement Striping (Type I, Thermoplastic Extrusion) 50 LF $________ $__________

629.1120 12-inch Pavement Striping (Type II, Thermoplastic Extrusion) 50 LF $________ $__________

629.1121 12-inch Pavement Striping (Type III, Thermoplastic Extrusion) 50 LF $________ $__________

629.1122 Double 4-inch Pavement Striping (Type I, Thermoplastic Extrusion) 50 LF $________ $__________ r9/21/26 P-10

PROPOSAL SCHEDULE – AREA 1

ITEM

NO.

ITEM

APPROX.

QUANTITY

UNIT

UNIT

PRICE

AMOUNT

629.1123 Double 4-inch Pavement Striping (Type II, Thermoplastic Extrusion) 50 LF $________ $__________

629.1124 Double 4-inch Pavement Striping (Type III, Thermoplastic Extrusion)

LF $________ $________

629.1125 4-inch Lane Striping, 10-Foot Profiled (Thermoplastic Extrusion) 500 LF $________ $________

629.1130 Crosswalk Marking (Type III, Thermoplastic Extrusion) 4 LANE $________ $________

629.1140 Pavement Arrow (Type III, Thermoplastic Extrusion) 6 EA $________ $________

629.1150 Pavement Word (Type III, Thermoplastic Extrusion) 6 EA $________ $________

629.1160 Yield Line (Type III, Thermoplastic Extrusion) 6 LANE $________ $________

629.2110 Type C Pavement Markers 200 EA $________ $________

629.2111 Type D Pavement Markers 50 EA $________ $________

629.2112 Type F Pavement Markers 10 EA $________ $________

629.2113 Type H Pavement Markers 200 EA $________ $________

629.2120 Removing and Disposing Crosswalk Marking 4 LANE $________ $________

629.2121 Removing and Disposing Yield Line Marking 6 LANE $________ $________

629.2122 Removing and Disposing Temporary Markers 1,000 EACH $________ $________ r9/21/26 P-11

629.2123 Removing and Disposing Temporary Striping 1,300 LF $________ $________

629.2124 Removing and Disposing Existing Striping 1,000 LF $________ $________

632.1100 Reflector Marker, Type A Delineator (RM-1) 50 EA $________ $________

632.1101 Reflector Marker, Type A Delineator (RM-2) 50 EA $________ $________

632.1102 Reflector Marker, Type A Delineator (RM-3) 50 EA $________ $________

645.1100 Electronic Message Board (per day) 1 EA $________ $________

671.1100 Protection of Endangered Species F.A. F.A. F.A. $50,000.00

Total Amount for Comparison of Bids – AREA 1 ………………………………………………………………. $__________

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

P-12 r9/21/26

PREFERENCES FOR AREA 2

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-13 r9/21/26

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.

Preference Certification Form (As Defined in HRS103D-1001)

I, ______________________________________, ___________________________________ of (Authorized Officer’s Name) (Office or Position Held)

_________________________________________, certify the following:

(Name of Bidder/Offeror)

(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) HWY-OM-2027-36 P-14 r9/21/26 P-15

PROPOSAL SCHEDULE – AREA 2

ITEM

NO.

ITEM

APPROX.

QUANTITY

UNIT

UNIT

PRICE

AMOUNT

621.1200 Invasive Species Management F.A. F.A. F.A. $10,000.00

629.1210 4-inch Pavement Striping (Type I, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1211 4-inch Pavement Striping (Type II, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1212 4-inch Pavement Striping (Type III, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1213 6-inch Pavement Striping (Type I, Thermoplastic Extrusion) 600 LF $________ $__________

629.1214 6-inch Pavement Striping (Type II, Thermoplastic Extrusion) 600 LF $________ $__________

629.1215 6-inch Pavement Striping (Type III, Thermoplastic Extrusion) 600 LF $________ $__________

629.1216 8-inch Pavement Striping (Type I, Thermoplastic Extrusion) 200 LF $________ $__________

629.1217 8-inch Pavement Striping (Type II, Thermoplastic Extrusion) 200 LF $________ $__________

629.1218 8-inch Pavement Striping (Type III, Thermoplastic Extrusion) 200 LF $________ $__________

629.1219 12-inch Pavement Striping (Type I, Thermoplastic Extrusion) 50 LF $________ $__________

629.1220 12-inch Pavement Striping (Type II, Thermoplastic Extrusion) 50 LF $________ $__________

629.1221 12-inch Pavement Striping (Type III, Thermoplastic Extrusion) 50 LF $________ $__________

629.1222 Double 4-inch Pavement Striping (Type I, Thermoplastic Extrusion) 50 LF $________ $__________ r9/21/26 P-16

PROPOSAL SCHEDULE – AREA 2

ITEM

NO.

ITEM

APPROX.

QUANTITY

UNIT

UNIT

PRICE

AMOUNT

629.1223 Double 4-inch Pavement Striping (Type II, Thermoplastic Extrusion) 50 LF $________ $__________

629.1224 Double 4-inch Pavement Striping (Type III, Thermoplastic Extrusion)

LF $________ $________

629.1225 4-inch Lane Striping, 10-Foot Profiled (Thermoplastic Extrusion) 500 LF $________ $________

629.1230 Crosswalk Marking (Type III, Thermoplastic Extrusion) 4 LANE $________ $________

629.1240 Pavement Arrow (Type III, Thermoplastic Extrusion) 6 EA $________ $________

629.1250 Pavement Word (Type III, Thermoplastic Extrusion) 6 EA $________ $________

629.1260 Yield Line (Type III, Thermoplastic Extrusion) 6 LANE $________ $________

629.2210 Type C Pavement Markers 200 EA $________ $________

629.2211 Type D Pavement Markers 50 EA $________ $________

629.2212 Type F Pavement Markers 10 EA $________ $________

629.2213 Type H Pavement Markers 200 EA $________ $________

629.2220 Removing and Disposing Crosswalk Marking 4 LANE $________ $________

629.2221 Removing and Disposing Yield Line Marking 6 LANE $________ $________

629.2222 Removing and Disposing Temporary Markers 1,000 EACH $________ $________ r9/21/26 P-17

629.2223 Removing and Disposing Temporary Striping 1,300 LF $________ $________

629.2224 Removing and Disposing Existing Striping 1,000 LF $________ $________

632.1200 Reflector Marker, Type A Delineator (RM-1) 50 EA $________ $________

632.1201 Reflector Marker, Type A Delineator (RM-2) 50 EA $________ $________

632.1202 Reflector Marker, Type A Delineator (RM-3) 50 EA $________ $________

645.1200 Electronic Message Board (per day) 1 EA $________ $________

671.1200 Protection of Endangered Species F.A. F.A. F.A. $50,000.00

Total Amount for Comparison of Bids – AREA 2 ………………………………………………………………. $__________

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

P-18 r9/21/26

PREFERENCES FOR AREA 3

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-19 r9/21/26

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.

Preference Certification Form (As Defined in HRS103D-1001)

I, ______________________________________, ___________________________________ of (Authorized Officer’s Name) (Office or Position Held)

_________________________________________, certify the following:

(Name of Bidder/Offeror)

(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) HWY-OM-2027-36 P-20 r9/21/26 P-21

PROPOSAL SCHEDULE – AREA 3

ITEM

NO.

ITEM

APPROX.

QUANTITY

UNIT

UNIT

PRICE

AMOUNT

621.1300 Invasive Species Management F.A. F.A. F.A. $10,000.00

629.1310 4-inch Pavement Striping (Type I, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1311 4-inch Pavement Striping (Type II, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1312 4-inch Pavement Striping (Type III, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1313 6-inch Pavement Striping (Type I, Thermoplastic Extrusion) 600 LF $________ $__________

629.1314 6-inch Pavement Striping (Type II, Thermoplastic Extrusion) 600 LF $________ $__________

629.1315 6-inch Pavement Striping (Type III, Thermoplastic Extrusion) 600 LF $________ $__________

629.1316 8-inch Pavement Striping (Type I, Thermoplastic Extrusion) 200 LF $________ $__________

629.1317 8-inch Pavement Striping (Type II, Thermoplastic Extrusion) 200 LF $________ $__________

629.1318 8-inch Pavement Striping (Type III, Thermoplastic Extrusion) 200 LF $________ $__________

629.1319 12-inch Pavement Striping (Type I, Thermoplastic Extrusion) 50 LF $________ $__________

629.1320 12-inch Pavement Striping (Type II, Thermoplastic Extrusion) 50 LF $________ $__________

629.1321 12-inch Pavement Striping (Type III, Thermoplastic Extrusion) 50 LF $________ $__________

629.1322 Double 4-inch Pavement Striping (Type I, Thermoplastic Extrusion) 50 LF $________ $__________ r9/21/26 P-22

PROPOSAL SCHEDULE – AREA 3

ITEM

NO.

ITEM

APPROX.

QUANTITY

UNIT

UNIT

PRICE

AMOUNT

629.1323 Double 4-inch Pavement Striping (Type II, Thermoplastic Extrusion) 50 LF $________ $__________

629.1324 Double 4-inch Pavement Striping (Type III, Thermoplastic Extrusion)

LF $________ $________

629.1325 4-inch Lane Striping, 10-Foot Profiled (Thermoplastic Extrusion) 500 LF $________ $________

629.1330 Crosswalk Marking (Type III, Thermoplastic Extrusion) 4 LANE $________ $________

629.1340 Pavement Arrow (Type III, Thermoplastic Extrusion) 6 EA $________ $________

629.1350 Pavement Word (Type III, Thermoplastic Extrusion) 6 EA $________ $________

629.1360 Yield Line (Type III, Thermoplastic Extrusion) 6 LANE $________ $________

629.2310 Type C Pavement Markers 200 EA $________ $________

629.2311 Type D Pavement Markers 50 EA $________ $________

629.2312 Type F Pavement Markers 10 EA $________ $________

629.2313 Type H Pavement Markers 200 EA $________ $________

629.2320 Removing and Disposing Crosswalk Marking 4 LANE $________ $________

629.2321 Removing and Disposing Yield Line Marking 6 LANE $________ $________

629.2322 Removing and Disposing Temporary Markers 1,000 EACH $________ $________ r9/21/26 P-23

629.2323 Removing and Disposing Temporary Striping 1,300 LF $________ $________

629.2324 Removing and Disposing Existing Striping 1,000 LF $________ $________

632.1300 Reflector Marker, Type A Delineator (RM-1) 50 EA $________ $________

632.1301 Reflector Marker, Type A Delineator (RM-2) 50 EA $________ $________

632.1302 Reflector Marker, Type A Delineator (RM-3) 50 EA $________ $________

645.1300 Electronic Message Board (per day) 1 EA $________ $________

671.1300 Protection of Endangered Species F.A. F.A. F.A. $50,000.00

Total Amount for Comparison of Bids – AREA 3 ………………………………………………………………. $__________

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

P-24 r9/21/26

PREFERENCES FOR AREA 4

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-25 r9/21/26

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.

Preference Certification Form (As Defined in HRS103D-1001)

I, ______________________________________, ___________________________________ of (Authorized Officer’s Name) (Office or Position Held)

_________________________________________, certify the following:

(Name of Bidder/Offeror)

(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) HWY-OM-2027-36 P-26 r9/21/26 P-27

PROPOSAL SCHEDULE – AREA 4

ITEM

NO.

ITEM

APPROX.

QUANTITY

UNIT

UNIT

PRICE

AMOUNT

621.1400 Invasive Species Management F.A. F.A. F.A. $10,000.00

629.1410 4-inch Pavement Striping (Type I, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1411 4-inch Pavement Striping (Type II, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1412 4-inch Pavement Striping (Type III, Thermoplastic Extrusion) 1,000 LF $________ $__________

629.1413 6-inch Pavement Striping (Type I, Thermoplastic Extrusion) 600 LF $________ $__________

629.1414 6-inch Pavement Striping (Type II, Thermoplastic Extrusion) 600 LF $________ $__________

629.1415 6-inch Pavement Striping (Type III, Thermoplastic Extrusion) 600 LF $________ $__________

629.1416 8-inch Pavement Striping (Type I, Thermoplastic Extrusion) 200 LF $________ $__________

629.1417 8-inch Pavement Striping (Type II, Thermoplastic Extrusion) 200 LF $________ $__________

629.1418 8-inch Pavement Striping (Type III, Thermoplastic Extrusion) 200 LF $________ $__________

629.1419 12-inch Pavement Striping (Type I, Thermoplastic Extrusion) 50 LF $________ $__________

629.1420 12-inch Pavement Striping (Type II, Thermoplastic Extrusion) 50 LF $________ $__________

629.1421 12-inch Pavement Striping (Type III, Thermoplastic Extrusion) 50 LF $________ $__________

629.1422 Double 4-inch Pavement Striping (Type I, Thermoplastic Extrusion) 50 LF $________ $__________ r9/21/26 P-28

PROPOSAL SCHEDULE – AREA 4

ITEM

NO.

ITEM

APPROX.

QUANTITY

UNIT

UNIT

PRICE

AMOUNT

629.1423 Double 4-inch Pavement Striping (Type II, Thermoplastic Extrusion) 50 LF $________ $__________

629.1424 Double 4-inch Pavement Striping (Type III, Thermoplastic Extrusion)

LF $________ $________

629.1425 4-inch Lane Striping, 10-Foot Profiled (Thermoplastic Extrusion) 500 LF $________ $________

629.1430 Crosswalk Marking (Type III, Thermoplastic Extrusion) 4 LANE $________ $________

629.1440 Pavement Arrow (Type III, Thermoplastic Extrusion) 6 EA $________ $________

629.1450 Pavement Word (Type III, Thermoplastic Extrusion) 6 EA $________ $________

629.1460 Yield Line (Type III, Thermoplastic Extrusion) 6 LANE $________ $________

629.2410 Type C Pavement Markers 200 EA $________ $________

629.2411 Type D Pavement Markers 50 EA $________ $________

629.2412 Type F Pavement Markers 10 EA $________ $________

629.2413 Type H Pavement Markers 200 EA $________ $________

629.2420 Removing and Disposing Crosswalk Marking 4 LANE $________ $________

629.2421 Removing and Disposing Yield Line Marking 6 LANE $________ $________

629.2422 Removing and Disposing Temporary Markers 1,000 EACH $________ $________ r9/21/26 P-29

629.2423 Removing and Disposing Temporary Striping 1,300 LF $________ $________

629.2424 Removing and Disposing Existing Striping 1,000 LF $________ $________

632.1400 Reflector Marker, Type A Delineator (RM-1) 50 EA $________ $________

632.1401 Reflector Marker, Type A Delineator (RM-2) 50 EA $________ $________

632.1402 Reflector Marker, Type A Delineator (RM-3) 50 EA $________ $________

645.1400 Electronic Message Board (per day) 1 EA $________ $________

671.1400 Protection of Endangered Species F.A. F.A. F.A. $50,000.00

Total Amount for Comparison of Bids – AREA 4 ………………………………………………………………. $__________

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

r9/21/26 P-30

PROPOSAL SCHEDULE – SUMMARY

AMOUNT

TOTAL AMOUNT FOR COMPARISON OF BIDS – AREA 1 $______________

TOTAL AMOUNT FOR COMPARISON OF BIDS – AREA 2 $______________

TOTAL AMOUNT FOR COMPARISON OF BIDS – AREA 3 $______________

TOTAL AMOUNT FOR COMPARISON OF BIDS – AREA 4 $______________

P-31 r9/21/26

PROPOSAL SCHEDULE 1

The bidder is directed to Subsection 105.16 – Subcontracts. 3

The bidder is directed to Section 717 – Cullet and Cullet-Made Materials 5 regarding recycling of waste glass. 6

For each area, the “Total Amount for Comparison of Bids” shall be used to 8 determine the lowest responsible bidder. 9

Notes: 11

1. Bids shall include all Federal, State, County and other applicable taxes and 13 fees. 14

2. The TOTAL AMOUNT FOR COMPARISON OF BIDS shall be used to 16 determine the lowest responsible bidder. 17

3. Bidders shall complete all unit prices and amounts. Failure to do so shall be 19 grounds for rejection of bid. 20

4. If a discrepancy occurs between unit bid price and the bid price, the unit bid 22 price shall govern. 23

5. Bidders shall submit and upload the complete proposal to HIePRO 25 prior to the bid opening date and time. Proposals received after said 26 due date and time shall not be considered. Any additional support 27 documents explicitly designated as confidential and/or proprietary 28 shall be uploaded as a separate file to HIePRO. Bidders shall not 29 include confidential and/or proprietary documents with the proposal. 30

The record of each bidder and respective bid shall be open to public 31 inspection. Original (wet ink, hard copy) proposal documents are not 32 required to be submitted. Contract award shall be based on evaluation 33 of proposals submitted and uploaded to HIePRO. 34

FAILURE TO UPLOAD THE COMPLETE PROPOSAL TO HIePRO 35

SHALL BE GROUNDS FOR REJECTION OF THE BID. 36

If there is a conflict between the specification document and the HIePRO 37 solicitation, the specifications shall govern and control, unless otherwise 38 specified. 39

6. Any contract which is awarded shall be an open-ended contract since the 40 exact value of work to be performed during the contract period cannot be 41 determined beforehand. The unit price for each item of work on any 42 particular work order shall be that which corresponds to the quantity of work 43 for that item actually performed for each work order. 44

7. The quantities on the proposal schedule are for bidding purposes only, and 46 this is no guarantee of the quantity of work that will be issued. 47

PAVEMENT MARKING REPAIRS AT VARIOUS LOCATIONS ADDENDUM NO. 1

ISLAND OF OAHU RESPONSES TO RFIs

PROJECT NO. HWY-OM-2027-36 PAGE 1 OF 2

r9/21/2026

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS

RESPONSES TO REQUESTS FOR INFORMATION

Project Title: Pavement Marking Repairs at Various Locations

Island of Oahu

Project No.: HWY-OM-2027-36

Solicitation No.: B27000276

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

1. For item no. 629.2120, 629.2121, & 629.2122, removing and Disposing of Pavement

Markings. Could we get a description/call out of each item, (example) Crosswalk, RPM's, Temporary Striping?

See Addendum No. 2 for revisions to Section 629 – Pavement Markings and Proposal

Schedules for Areas 1-4.

2. As traffic control is a significant daily cost and incidental to unit prices; will the

State provide a minimum unit quantity per work order?

No minimum unit quantity will be provided, bid accordingly.

3. Section 645.03 limits lane closure on a two-lane road to 1,000 feet. Does this define the maximum work area on a two-lane road as 1,000 linear feet? Is there a circumstance where this limit could be extended?

Section 645.03…