23094 SHD - Aviation Tech Park, Ph.2 - Bid Package 1 - Addendum One (1) RE-BID.pdf

ADDENDUM NO. ONE (1)

Addendum No. One (1) 1

AVIATION TECHNOLOGY PARK – PHASE II – BID PACKAGE 1 (RE-BID)

SHENANDOAH VALLEY REGIONAL AIRPORT

WEYERS CAVE, VIRGINIA

AIG PROJECT NO. 3-51-0049-053-2025 (DESIGN)

AIG PROJECT NO. 3-51-0049-PENDING (CONSTRUCTION)

DELTA PROJECT NO. 23094

JUNE 19, 2026

From: Delta Airport Consultants, Inc.

2700 Polo Parkway

Midlothian, Virginia 23113

To: All Bidders of Record

This Addendum is hereby made part of the contract documents and specifications of the above-referenced project. All other requirements of the original specification shall remain in effect in their respective order. Acknowledge receipt of this addendum by inserting its number and date in the proposal form.

PROPOSAL

1. REPLACE the “BID SCHEDULE” with the attached “BID SCHEDULE (REBID)” of

Addendum No. One (1).

PROJECT MANUAL

1. REPLACE the “INVITATION FOR BIDS” with the attached “INVITATION FOR BIDS

(REBID)” of Addendum No. One (1).

2. REPLACE the “INSTRUCTIONS TO BIDDERS” with the attached “INSTRUCTIONS

TO BIDDERS (REBID)” of Addendum No. One (1).

3. REPLACE “SECTION 20” with the attached “SECTION 20 Proposal Requirements and

Conditions (REBID) of Addendum No. One (1).

Addendum No. One (1) 2

4. REVISE Part 6 – Flexible Pavements

Item P-401 Asphalt Mix Pavement

401-3.5 Control Strip to read as follows: “A control strip is not required.”

PLANS

SHEET 13 OF 58

1. ADD marking removal as shown in Exhibit 13-1.

SHEET 14 OF 58

2. REVISE Taxiway Edge Light to be removed. Removal of the light shall be incidental to conduit and cable removal as shown in Exhibit 14-1.

3. ADD marking removal as shown in Exhibit 14-1.

SHEET 20 OF 58

4. REVISE Limits of Disturbance (LOD) as shown in Exhibit 20-1.

SHEET 21 OF 58

5. REVISE LOD as shown in Exhibit 21-1.

SHEET 23 OF 58

6. REVISE LOD as shown in Exhibit 23-1.

SHEET 24 OF 58

7. REVISE LOD and Diversion Dike as shown in Exhibit 24-1.

SHEETS 45 AND 46 OF 58

8. REPLACE Circuit Schedule with the one in Exhibit 45-1.

SHEET 50 OF 58

9. REPLACE the Luminaire Fixture Schedule with the one in Exhibit 50-1.

Addendum No. One (1) 3

ATTACHMENTS

1. Questions and Answers

2. Invitation for Bids (REBID)

3. Instructions to Bidders (REBID)

4. Section 20 Proposal Requirements and Conditions (REBID)

5. Exhibit 13-1

6. Exhibit 14-1

7. Exhibit 20-1

8. Exhibit 21-1

9. Exhibit 23-1

10. Exhibit 24-1

11. Exhibit 45-1

12. Exhibit 50-1

13. Bid Schedule (REBID)

END OF ADDENDUM NO. ONE (1)

ATTACHMENT NO. ONE (1)

Addendum No. One (1) 1 Attachment No. One (1)

AVIATION TECHNOLOGY PARK – PHASE II – BID PACKAGE 1 (RE-BID)

SHENANDOAH VALLEY REGIONAL AIRPORT

WEYERS CAVE, VIRGINIA

QUESTIONS AND ANSWERS

1. QUESTION: What is the bid opening date?

ANSWER: The bid opening date for the re-bid is June 29, 2026 at Noon local time.

Please see the attached Invitation for Bids (REBID) of Addendum No.

One (1).

2. QUESTION: Has the deadline to submit questions in writing been extended?

ANSWER: No. Due to the short duration of the bid period, no additional questions will be answered.

3. QUESTION: Will the bid opening date be extended?

ANSWER: No. Due to the funding deadlines, there will be no extension of the bid period.

4. QUESTION: Item No. 56, L-115 on Bid Alternate One Bid Schedule, Electrical

Junction Structure: Please confirm the Junction Box Detail on Drawing

Sheet 49 applies to this bid item.

ANSWER: Yes, The Junction Box Detail on Sheet 49 applies to Item No. 56.

5. QUESTION: Item No. 58, L-125 on Bid Alternate One Bid Schedule, Relocated L-

861T(L) Base Mounted MITL LED: Please confirm if we are to provide all new mounting material with new transformer and existing light to be installed or is all material being relocated.

ANSWER: A new transformer is not needed. Note that a new light base, bolts, and rubber gasket is required.

6. QUESTION: What areas are receiving the seal coat?

ANSWER: Reference plan sheets 40-42. Alternate 1 includes seal coat of both the

Transient Apron and Air Carrier Terminal Apron. Alternate 2 includes seal coat of the Air Carrier Terminal Apron only.

ATTACHMENT NO. ONE (1)

Addendum No. One (1) 2 Attachment No. One (1)

7. QUESTION: Will any areas receive crack sealing in between the mill and overlay or are all cracks on existing asphalt surfaces?

ANSWER: Crack repair is only anticipated for the existing surface, but may be required if cracks are observed on the milled surface.

8. QUESTION: Are we to seal coat over existing pavement markings?

ANSWER: Yes, with the exception of markings noted to be removed on the

Demolition Sheets (Sheets 12-14). Existing markings and surfaces shall be cleaned and prepared in accordance with P-608-R-4.4.

9. QUESTION: What areas in Phase 1 will receive temporary markings?

ANSWER: All initial marking shall be completed in Phase 1 as shown on the plans.

10. QUESTION: What are the work hours for all work areas and phases?

ANSWER: There are no limit on work hours, the closure period is continuous until complete. See Sheet 8 for phasing notes.

11. QUESTION: Is nighttime work required?

ANSWER: No.

12. QUESTION: Is a control strip for P-401 required for the project?

ANSWER: No, the control strip requirement has been removed by Addendum No.

One (1).

13. QUESTION: Will a Revised Bid Schedule be issued?

ANSWER: Yes, see the Revised Bid Schedule of Addendum No. One (1).

14. QUESTION: Will the marking removal quantity be updated based on the changes by

Addendum No. One (1)?

ANSWER: Yes, the marking removal quantity has been updated. Refer to Bid

Schedule (Revised) in Addendum No. One (1).

1 Invitation for Bids (REBID) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD Addendum No. One (1)

Invitation for Bids (REBID)

Project Name: Aviation Tech Park - Phase II - Bid Package 1 Airport Name: Shenandoah Valley Regional Airport Airport Location: Weyers Cave, Virginia

The Shenandoah Valley Regional Airport Commission (the "Owner") is requesting Bids for furnishing all labor, materials, and equipment and performing all work for the above-named project.

Sealed Bids will be received by the Owner at the Shenandoah Valley Regional Airport, General Aviation Terminal Building, 77 Aviation Circle, Weyers Cave, Virginia 24486 or accepted electronically through the Commonwealth of Virginia's electronic procurement system, eVA, at https://eva.virginia.gov no later than noon local time on Monday, June 29, 2026. Received Bids will be opened publicly and read aloud immediately after the submission deadline.

Physical Bid submissions must include the Bidder's name and business address, Project name, and Airport name and location on the lower left corner of the sealed Bid envelope.

Prospective Bidders may obtain information and Bidding Documents for the Project at https://eva.virginia.gov.

Bids must be accompanied by a Bid guarantee in the form of a Bid bond or certified check in the amount of not less than five (5) percent of the total amount Bid. A Contract Performance Bond and a Contract Payment Bond each equal to 100 percent of the Contract price will be required for the successful Bidder.

No Bid may be withdrawn prior to October 15, 2026.

No pre-bid conference will be held.

This Project is anticipated to be funded in part by the Federal Aviation Administration (FAA). Accordingly, any Contract awarded under this Invitation for Bids will be subject to the applicable federal regulations in effect at the time of the underlying grant award, which include all requirements set out in the Bidding and Contract Documents which incorporate Federal Contract Provisions that include but are not limited to the Buy American Preference, Civil Rights Title VI Assurances, Disadvantaged Business Enterprise Participation, Foreign Trade Restrictions, Davis-Bacon Requirements, Governmentwide Debarment and Suspension Disclosure, Disclosure of Lobbying, and Procurement of Recovered Materials.

The Owner, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (42 U.S.C. 2000d to 2000d-4) and the Regulations, hereby notifies all bidders or offerors that it will affirmatively ensure that for any contract entered into pursuant to this advertisement, all businesses will be afforded full and fair opportunity to submit bids in response to this invitation and no businesses will be discriminated against on the grounds of race, color, national origin, creed, sex, age, or disability in consideration for an award.

This Project is subject to the Build America, Buy America Act (BABA). Bidders must certify that all construction materials are manufactured in the U.S.

The successful Bidder shall commence Work with adequate force and equipment on a date to be specified in a written order of the Owner and shall complete Work within the time prescribed in the Contract Documents.

The Owner reserves the right to reject any or all Bids, to waive informalities, and to re-advertise.

1 Instructions to Bidders (REBID)

Instructions to Bidders (REBID)

DEFINITIONS

Bid – The Bidder’s formal offer, written and submitted on the prescribed forms, to perform the Work for the Project at a specified cost based on the terms and conditions outlined in the Bidding Documents.

Bidding Documents – The Bidding Documents include the Invitation for Bids (advertisement);

Instructions to Bidders; Bid Forms and Supplements (including but not limited to the Bid Form; Bid Schedule(s); and all Bid Certifications and Disclosures); Bid bond or other accepted forms of Bid security; proposed Contract Documents; and issued Addenda.

Contract Documents – The Contract Documents include the Bid submitted by the awarded Contractor; the Project Manual, other than the supplemental resource material included in the Appendices which provide geotechnical and existing conditions information; the Plans; and issued Addenda.

Project Manual – A comprehensive written manual consisting of the documents that define the technical, contractual, and administrative requirements for procuring and constructing the Project. Contents may be bound in one or more volumes.

BIDDING REQUIREMENTS

Refer to Section 20, Proposal Requirements and Conditions, in Part 1 – General Contract Provisions.

PRE-BID CONFERENCE (NON-MANDATORY)

No pre-bid conference will be held.

BIDDER QUESTIONS

No bidder questions will be accepted.

QUALIFICATION OF BIDDERS

The Bidder must provide evidence of its competency and financial responsibility to perform the Project Work. Evidence must be submitted to the Owner with the Bid. Refer to Section 20, paragraph 20-02, Qualification of Bidders, as found in Part 1 – General Contract Provisions for a description of acceptable documentation.

The Owner is subject to public records laws and may be required to release Bid submissions in accordance with the law. Any document submitted as evidence of qualifications that the Bidder deems to be confidential must be clearly identified and marked as such; however, the material may still be subject to public release under applicable law. The Bidder may seek to invoke confidential information protection for submission of any data/material by (1) identifying the data/material in a written description included with the Bid submission, (2) clearly marking the data/material as confidential, and (3) providing a written statement included with the Bid submission detailing the reasons why protection is necessary. The Owner reserves the right to ask for additional clarification prior to establishing protection.

2 Instructions to Bidders (REBID)

FEDERAL CONTRACT PROVISIONS AND SUBCONTRACTS

In order for the Owner to remain compliant with its Sponsor obligations, federal laws and regulations require the Owner as a recipient of federal assistance to include specific provisions in certain contracts, solicitations, or specifications regardless of whether the Project is federally funded. These clauses are listed in Contract Conditions.

Unless otherwise stated, the Federal Contract Provisions contained within the Bidding and Contract Documents shall flow down to subcontracts and to sub-tier agreements, and the Contractor shall be responsible for compliance with the Federal Contract Provisions by any subcontractor, lower-tier subcontractor, or service provider.

By signing and submitting a Bid for the Project, the Bidder certifies that it has read, understands, and will comply with all Federal Contract Provisions.

PRIME CONTRACTOR AND SUBCONTRACTOR DATA COLLECTION

The U.S. Department of Transportation, under 49 CFR Part 26 Subpart A, requires the Owner to collect and report certain prime contractor and subcontractor data on its federally assisted projects. The Bidder must submit with its Bid a completed Prime Contractor Data Collection Form for itself and a completed Subcontractor Data Collection Form for every firm with which it intends to subcontract to perform Work for the Project, regardless of its Disadvantaged Business Enterprise (DBE) status. Both forms are provided herein.

AWARD OF CONTRACT

Refer to Section 30, Award and Execution of Contract, in Part 1 – General Contract Provisions.

OTHER CONTRACT CONDITIONS, INCLUDING INSURANCE REQUIREMENTS

Refer to Section 10, Definition of Terms, and Sections 40 through 90 as found in Part 1 – General Contract Provisions.

END OF INSTRUCTIONS TO BIDDERS

12/21/2018 AC 150/5370-10H

Section 20 Proposal Requirements and Conditions (REBID) 1

Section 20 Proposal Requirements and Conditions (REBID)

20-01 Advertisement (Notice to Bidders).

A copy of the advertisement for the project has been incorporated in the front of these specifications.

20-02 Qualification of bidders. Each bidder shall submit evidence of competency and evidence of financial responsibility to perform the work to the Owner at the time of bid opening.

Evidence of competency, unless otherwise specified, shall consist of statements covering the bidder’s past experience on similar work, and a list of equipment and a list of key personnel that would be available for the work.

Each bidder shall furnish the Owner satisfactory evidence of their financial responsibility. Evidence of financial responsibility, unless otherwise specified, shall consist of a confidential statement or report of the bidder’s financial resources and liabilities as of the last calendar year or the bidder’s last fiscal year.

Such statements or reports shall be certified by a public accountant. At the time of submitting such financial statements or reports, the bidder shall further certify whether their financial responsibility is approximately the same as stated or reported by the public accountant. If the bidder’s financial responsibility has changed, the bidder shall qualify the public accountant’s statement or report to reflect the bidder’s true financial condition at the time such qualified statement or report is submitted to the Owner.

Unless otherwise specified, a bidder may submit evidence that they are prequalified with the State Highway Division and are on the current “bidder’s list” of the state in which the proposed work is located. Evidence of State Highway Division prequalification may be submitted as evidence of financial responsibility in lieu of the certified statements or reports specified above.

20-03 Contents of proposal forms. The Owner's proposal forms state the location and description of the proposed construction; the place, date, and time of opening of the proposals; and the estimated quantities of the various items of work to be performed and materials to be furnished for which unit bid prices are asked. The proposal form states the time in which the work must be completed, and the amount of the proposal guaranty that must accompany the proposal. The Owner will accept only those Proposals properly executed on physical forms or electronic forms provided by the Owner. Bidder actions that may cause the Owner to deem a proposal irregular are given in paragraph 20-09, Irregular proposals.

Mobilization is limited to the percentage specified in Item C-105, paragraph 105-2, Mobilization Limit.

20-04 Issuance of proposal forms. The Owner reserves the right to refuse to issue a proposal form to a prospective bidder if the bidder is in default for any of the following reasons:

a. Failure to comply with any prequalification regulations of the Owner, if such regulations are cited, or otherwise included, in the proposal as a requirement for bidding.

b. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in force with the Owner at the time the Owner issues the proposal to a prospective bidder.

c. Documented record of Contractor default under previous contracts with the Owner.

d. Documented record of unsatisfactory work on previous contracts with the Owner.

20-05 Interpretation of estimated proposal quantities. An estimate of quantities of work to be done and materials to be furnished under these specifications is given in the proposal. It is the result of careful

Section 20 Proposal Requirements and Conditions (REBID) 2 calculations and is believed to be correct. It is given only as a basis for comparison of proposals and the award of the contract.

The Owner does not expressly, or by implication, agree that the actual quantities involved will correspond exactly therewith; nor shall the bidder plead misunderstanding or deception because of such estimates of quantities, or of the character, location, or other conditions pertaining to the work. Payment to the Contractor will be made only for the actual quantities of work performed or materials furnished in accordance with the plans and specifications. It is understood that the quantities may be increased or decreased as provided in Section 40, paragraph 40-02, Alteration of Work and Quantities, without in any way invalidating the unit bid prices.

20-06 Examination of plans, specifications, and site. The bidder is expected to carefully examine the site of the proposed work, the proposal, plans, specifications, and contract forms. Bidders shall satisfy themselves with regard to the character, quality, and quantities of work to be performed, materials to be furnished, and to the requirements of the proposed contract. The submission of a proposal shall be prima facie evidence that the bidder has made such examination and is satisfied to the conditions to be encountered in performing the work and the requirements of the proposed contract, plans, and specifications.

Boring logs and other records of subsurface investigations and tests are available for inspection of bidders. It is understood and agreed that such subsurface information, whether included in the plans, specifications, or otherwise made available to the bidder, was obtained and is intended for the Owner’s design and estimating purposes only. Such information has been made available for the convenience of all bidders. It is further understood and agreed that each bidder is solely responsible for all assumptions, deductions, or conclusions which the bidder may make or obtain from their own examination of the boring logs and other records of subsurface investigations and tests that are furnished by the Owner.

20-07 Preparation of proposal. The bidder shall submit their proposal on the forms furnished by the Owner. All blank spaces in the proposal forms, unless explicitly stated otherwise, must be correctly filled in where indicated for each and every item for which a quantity is given. The bidder shall state the price (written in ink or typed) both in words and numerals which they propose for each pay item furnished in the proposal. In case of conflict between words and numerals, the words, unless obviously incorrect, shall govern.

The bidder shall correctly sign the proposal in ink. If the proposal is made by an individual, their name and post office address must be shown. If made by a partnership, the name and post office address of each member of the partnership must be shown. If made by a corporation, the person signing the proposal shall give the name of the state where the corporation was chartered and the name, titles, and business address of the president, secretary, and the treasurer. Anyone signing a proposal as an agent shall file evidence of their authority to do so and that the signature is binding upon the firm or corporation.

20-08 Responsive and responsible bidder. A responsive bid conforms to all significant terms and conditions contained in the Owner’s invitation for bid. It is the Owner’s responsibility to decide if the exceptions taken by a bidder to the solicitation are material or not and the extent of deviation it is willing to accept.

A responsible bidder has the ability to perform successfully under the terms and conditions of a proposed procurement, as defined in 2 CFR § 200.318(h). This includes such matters as Contractor integrity, compliance with public policy, record of past performance, and financial and technical resources.

20-09 Irregular proposals. Proposals shall be considered irregular for the following reasons:

a. If the proposal is on a form other than that furnished by the Owner, or if the Owner’s form is altered, or if any part of the proposal form is detached.

Section 20 Proposal Requirements and Conditions (REBID) 3

b. If there are unauthorized additions, conditional or alternate pay items, or irregularities of any kind that make the proposal incomplete, indefinite, or otherwise ambiguous.

c. If the proposal does not contain a unit price for each pay item listed in the proposal, except in the case of authorized alternate pay items, for which the bidder is not required to furnish a unit price.

d. If the proposal contains unit prices that are obviously unbalanced.

e. If the proposal is not accompanied by the proposal guaranty specified by the Owner.

f. If the applicable Disadvantaged Business Enterprise information is incomplete.

The Owner reserves the right to reject any irregular proposal and the right to waive technicalities if such waiver is in the best interest of the Owner and conforms to local laws and ordinances pertaining to the letting of construction contracts.

20-10 Bid guarantee. Each separate proposal shall be accompanied by a bid guarantee in the format and amount specified in the proposal forms. Such bid guarantee shall be made payable to the Owner.

20-11 Delivery of proposal. Each physical bid submission shall be placed in a sealed envelope plainly marked with the project name, project number (if applicable), airport name, location of airport, and name and business address of the bidder on the outside. When sent by mail, preferably registered, the sealed bid, marked as indicated above, should be enclosed in an additional envelope. In lieu of a physical bid submission, the bidder may submit its bid electronically through the Commonwealth of Virginia's electronic procurement system, eVA, at https://eva.virginia.gov. More information on using eVA may be found at https://eva.virginia.gov/supplier-resources.html. Attachments must be smaller than 10MB in order to be received by eVA. If the bidder encounters any issues submitting an online bid through eVA, the bidder should contact eVA Customer Care for assistance. No bid will be considered unless received at the place specified in the advertisement or as modified by Addendum before the time specified for opening all bids. Bids received after the bid opening time shall be returned to the bidder unopened.

20-12 Withdrawal or revision of proposals. A bidder may withdraw or revise (by withdrawal of one proposal and submission of another) a proposal provided that the bidder’s request for withdrawal is received by the Owner in writing, by fax, or by email before the time specified for opening bids. Revised proposals must be received at the place specified in the advertisement before the time specified for opening all bids.

20-13 Public opening of proposals. Proposals shall be opened, and read, publicly at the time and place specified in the advertisement. Bidders, their authorized agents, and other interested persons are invited to attend. Proposals that have been withdrawn (by written or telegraphic request) or received after the time specified for opening bids shall be returned to the bidder unopened.

20-14 Disqualification of bidders. A bidder shall be considered disqualified for any of the following reasons:

a. Submitting more than one proposal from the same partnership, firm, or corporation under the same or different name.

b. Evidence of collusion among bidders. Bidders participating in such collusion shall be disqualified as bidders for any future work of the Owner until any such participating bidder has been reinstated by the Owner as a qualified bidder.

c. If the bidder is considered to be in “default” for any reason specified in paragraph 20-04, Issuance of Proposal Forms, of this section.

20-15 Discrepancies and Omissions. A Bidder who discovers discrepancies or omissions with the project bid documents shall immediately notify the Owner’s Engineer of the matter.

Section 20 Proposal Requirements and Conditions (REBID) 4

Any revisions to the project bid documents by the Owner’s Engineer will be by written addendum issued by the Owner. The Owner will not consider any requests for instructions, clarifications or interpretations of the bidding documents.

END OF SECTION 20

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REMOVE TAXIWAY EDGE

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ADJUST DRAINAGE STRUCTURE TO

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REMOVE EXISTING DUCT BANK

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END EXISTING UNDERGROUND FIBER OPTIC LINE CONDUIT REMOVAL

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PROJECT NO. ADDENDUM NO. DATE:SHEET NO. OFEXHIBIT NO. 20 58 JUNE 8, 2026123094 20-1

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LOD

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11+00

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4-5%

4-5%

5-

5-

1165.46

1173.50

1175.74

1164.23

1168.62

1172.13

1174.15

1175.21

1163.79

1168.82

1172.65

1173.60

1174.42

1175.36

1174.57

1164.94 1165.28

1165.65

1166.07

1163.691163.831163.971164.181164.41 1164.65

1164.99 1165.36

1165.77

1165.55 1165.92

39+50

EXISTING OLD AIRPORT ACCESS ROAD

38+00 39+50

38+00 39+50

NOTE 6

600' LT

PROTECT EXISTING

UNLIGHTED UTILITY POLE

AND GUY WIRES TO REMAIN

D R

AW

IN

G : 2

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PROJECT NO. ADDENDUM NO. DATE:SHEET NO. OFEXHIBIT NO. 21 58 JUNE 8, 2026123094 21-1

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#15851#16393 15" RCP

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TC

H

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150' LT

300' LT

EXISTING AIR

CARRIER

TERMINAL

APRON

TERMINAL

IP

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PROJECT NO. ADDENDUM NO. DATE:SHEET NO. OFEXHIBIT NO. 23 58 JUNE 8, 2026123094 23-1

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LOD

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LO

D

LO

D

LO

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38+00

4-5%

4-5%

5-

5-

1165.46

1173.50

1175.74

1164.23

1168.62

1172.13

1174.15

1175.21

1163.79

1168.82

1172.65

1173.60

1174.42

1175.36

1174.57

SF

SF

SF

SF

SF SF SF SF

SF

SF

SF

SF

SF

SF SF SF SF

38+00

38+00 39+50

B/M600' LT

STA 38+88±, 524'± LT

STA 39+25±, 521'± LT

STA 39+45±, 702'± LTSTA 39+23±, 705'± LT

STA 39+25±, 521'± LT

CD

CD

CD

CD

DD-2

DD-1

SFSTA 39+16±, 428'± LT

STA 40+10±

424'± LT

STA 38+18±, 445'± LT

PROTECT EXISTING

OVERHEAD ELECTRIC LINE

& STRUCTURES TO REMAIN

CD

STA 38+31±

431'± LT

STA 38+95±

420'± LT STA 39+75±

D R

AW

IN

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4-

PROJECT NO. ADDENDUM NO. DATE:SHEET NO. OFEXHIBIT NO. 24 58 JUNE 8, 2026123094 24-1

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CIRCUIT SCHEDULE

SYM CIRCUIT & CABLE DESCRIPTION SIZE NOTES

A RUNWAY #8 1

B TAXIWAY #8 1

C PAPI #8 1

D CONTROL 2

E FLOODLIGHTS 3

* EMPTY CONDUIT

(1) 5,000 Volt FAA L-824 Type C

(2) 24 Strand Fiber Optic

(3) 120/240V #2 SIZE 8 WITH 1 #6 GROUND

DUCT BANK - TRENCHED THROUGH EX. PAVEMENT (2" PVC) +

DUCT BANK - TRENCHED THROUGH EX. PAVEMENT (4" PVC) +

EXISTING

TRANSIENT

TRANSIENT TERMINAL

D R

AW

IN

G : 2

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PROJECT NO. ADDENDUM NO. DATE:SHEET NO. OFEXHIBIT NO. 45 58 JUNE 8, 2026123094 45-1

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LUMINAIRE FIXTURE SCHEDULE

LABEL

BASIS OF DESIGN

MANUFACTURER/ CATALOG

NUMBER

LIGHT

SOURCE

VOLTAGE

DRIVER DRIVER

MINIMUM INITIAL

LUMENS PER

FIXTURE

MAXIMUM

WATTAGE

PER FIXTURE

MOUNTING DESCRIPTION

S1

ACUITY - LITHONIA

LED 4000K

MIN 70 CRI 120V ELECTRONIC

28,645 LUMENS

EACH

57,290 LUMENS

TOTAL

216W

EACH

432W

TOTAL

MOUNT TWO

NEW FIXTURES

ON EXISTING

25' POLE (WITH

MAST ARM

ADAPTER)

POLE MOUNTED LED AREA LIGHT.

FULL CUTOFF.

IES FORWARD THROW MEDIUM DISTRIBUTION.

7-PIN RECEPTACLE WITH SSL TWISTLOCK PHOTOCELL.

PROVIDE MOUNTING PROVISIONS AT 16'-0" FOR

SECURITY CAMERA (CAMERA PROVIDED BY OWNER)

DSX1 - P8 - 40K - TFTM - 120 -

SPA - MA - PER7 - DMG - SF -

(COLOR PER ARCH)

DLL127F 1.5 JU

S2

ACUITY - LITHONIA

SAME AS

FIXTURE

TYPE "S1"

120V

SAME AS

FIXTURE TYPE

"S1"

28,645 LUMENS

EACH

57,290 LUMENS

TOTAL

216W

EACH

432W

TOTAL

25'-0" TAPERED

SQUARE POLE

ON 3'-0" TALL

CONCRETE

BASE (WITH

MAST ARM

ADAPTER)

SAME AS FIXTURE TYPE "S1",

TWO FIXTURES PER POLE MOUNTED AT 180°

SEPARATIONSAME AS FIXTURE TYPE "S1"

2 FIXTURES PER POLE

S3

ACUITY - LITHONIA

SAME AS

FIXTURE

TYPE "S1"

120V

SAME AS

FIXTURE TYPE

"S1"

9,763 LUMENS 70W

SAME AS

FIXTURE TYPE

"S2" (ONE

FIXTURE ONLY)

POLE MOUNTED LED AREA LIGHT.

FULL CUTOFF.

IES TYPE III MEDIUM THROW DISTRIBUTION.

7-PIN RECEPTACLE WITH SSL TWISTLOCK PHOTOCELL.

PROVIDE MOUNTING PROVISIONS AT 16'-0" FOR

SECURITY CAMERA (CAMERA PROVIDED BY OWNER)

DSX1 - P2 - 40K - TSM - 120 -

SPA - MA - PER7 - DMG - SF -

(COLOR PER ARCH)

DLL127F 1.5 JU

S4

ACUITY - LITHONIA SAME AS

FIXTURE

TYPE "S1"

120V

SAME AS

FIXTURE TYPE

"S1"

28,645 LUMENS

EACH

57,290 LUMENS

TOTAL

216W

EACH

432W

TOTAL

SAME AS

FIXTURE TYPE

"S1"

SAME AS FIXTURE TYPE "S1",

TWO FIXTURES PER POLE MOUNTED AT 180°

SEPARATIONSAME AS FIXTURE TYPE "S1"

2 FIXTURES PER POLE

NOTES:

1. MANUFACTURER AND CATALOG NUMBERS SHOWN ARE FOR BASIS OF DESIGN, DESCRIPTIVE AND QUALITY STANDARDS ONLY, NOT TO BE USED FOR ORDERING WITHOUT VERIFICATION

AND APPROVAL. CONTRACTOR MAY SUBMIT EQUIVALENT FIXTURES BY ALTERNATE MANUFACTURERS (E.G. CREE, LSI, PHILLIPS, COOPER, HUBBELL, LA LIGHTING, OTHER) FOR OWNER, AND ENGINEER REVIEW, ENGINEER REVIEW REQUIRED PRIOR TO PURCHASE, ENGINEER SHALL NOT BE RESPONSIBLE FOR MISMATCHED OR INACCURATE PART NUMBERS.

2. LED LIGHT FIXTURE MUST BE CAPABLE OF SELF-RESETTING TO THE SWITCHED/CONTROLLED STATE DURING ANY FLUCTUATION IN POWER SUPPLY WHERE AUTOMATIC PROTECTIVE MEASURES DISABLE THE LED LAMPS. PROVIDE A LETTER OR STATEMENT FROM THE MANUFACTURER, OR OTHER ACCEPTABLE PROOF, THAT ALL LED FIXTURE, WITH OR WITHOUT BROWNOUT PROTECTION, WILL RETURN TO THE SWITCHED/CONTROLLED STATE AUTOMATICALLY. PROVIDE STATEMENT WITH THE FIXTURE SUBMITTALS.

3. LED FIXTURES SHALL HAVE INITIAL FIXTURE LUMEN OUTPUT AS SPECIFIED ABOVE PER IES STANDARD LM-79

4. LED FIXTURES SHALL HAVE A 70% LUMEN MAINTENANCE FACTOR GREATER THAN 50,000 HOURS PER IES STANDARD LM-80

5. ALL DRIVERS SHALL HAVE A MINIMUM 5 YEARS WARRANTY, HAVE EQUAL TO OR LESS THAN 10% THD, AND BE MANUFACTURER INSTALLED AND LISTED FOR APPLICATION.

6. EXTERIOR FIXTURE MOUNTING HEIGHTS SHALL BE MADE IN REFERENCE TO ILLUMINATED SURFACE AND BOTTOM OF FIXTURE, UON.

DATE:ADDENDUM NO.PROJECT NO.

DRAWING: 23094ELD-BP1.dwg LAYOUT: ADD 2 50-1

SHEET NO. OFEXHIBIT NO. 50223094 58 JUNE 202650-1

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DC

\A

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\D

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DD

0-

1, /1 2/

:4

1:

P M

, L He rtz

BID SCHEDULE (REBID)

Date:

UNIT PRICES EXTENDED

ITEM ITEM WITH UNIT PRICE IN FIGURES TOTAL

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

C-100 1 LS

PER LUMP SUM

C-102 1,500 LF

PER LINEAR FOOT

C-102 2 EA

PER EACH

C-102 1 EA

PER EACH

C-102 15 EA

PER EACH

C-102 2 EA

PER EACH

C-102 1 EA

PER EACH

C-102 700 LF

PER LINEAR FOOT

C-102 600 SY

PER SQUARE YARD

C-102 2,500 SY

PER SQUARE YARD

INLET PROTECTION

BID ALTERNATE ONE (1)

APPROX.

QUANTITY

CONTRACTOR QUALITY CONTROL PROGRAM (CQCP)

INSTALLATION AND REMOVAL OF SILT FENCE

STONE CONSTRUCTION ENTRANCE

TEMPORARY SEDIMENT TRAP

TEMPORARY ROCK CHECK DAM

CULVERT INLET PROTECTION

TEMPORARY DIVERSION DIKE

SOIL STABILIZATION BLANKET - TREATMENT 1

SOIL STABILIZATION BLANKET - TREATMENT 2

Bid Schedule (REBID) - Alternate One (1) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

Addendum No. One (1)

UNIT PRICES EXTENDED

ITEM ITEM WITH UNIT PRICE IN FIGURES TOTAL

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE ONE (1)

APPROX.

QUANTITY

C-105 1 LS

PER LUMP SUM

P-101 360 SY

PER SQUARE YARD

P-101 50 SY

PER SQUARE YARD

P-101 3,000 LF

PER LINEAR FOOT

P-101 1,160 SY

PER SQUARE YARD

P-101 3,050 SY

PER SQUARE YARD

P-152 6,000 CY

PER CUBIC YARD

P-152 900 CY

PER CUBIC YARD

P-154 1,500 CY

PER CUBIC YARD

P-154 1,000 SY

PER SQUARE YARD

SUBBASE COURSE

SEPARATION GEOTEXTILE

MUCK EXCAVATION

MOBILIZATION

BITUMINOUS PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

CRACK REPAIR (TYPE A)

COLD MILLING (0.5" DEPTH)

COLD MILLING (2" DEPTH)

UNCLASSIFIED EXCAVATION

Bid Schedule (REBID) - Alternate One (1) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE ONE (1)

APPROX.

QUANTITY

P-304 3,500 SY

PER SQUARE YARD

P-401 1,400 TN

PER TON

P-501 675 SY

PER SQUARE YARD

P-608-R 26,150 SY

PER SQUARE YARD

P-603 1,100 GL

PER GALLON

P-605 830 LF

PER LINEAR FOOT

P-620 3,400 SF

PER SQUARE FOOT

P-620 3,400 SF

PER SQUARE FOOT

P-620 900 SF

PER SQUARE FOOT

P-620 900 SF

PER SQUARE FOOT

JOINT SEALING FILLER

MARKING (INITIAL YELLOW)

MARKING (PERMANENT YELLOW)

MARKING (INITIAL WHITE)

MARKING (PERMANENT WHITE)

EMULSIFIED ASPHALT TACK COAT

CEMENT-TREATED BASE COURSE (6")

ASPHALT SURFACE COURSE

CONCRETE PAVEMENT (15")

ASPHALT SURFACE TREATMENT

Bid Schedule (REBID) - Alternate One (1) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE ONE (1)

APPROX.

QUANTITY

P-620 900 SF

PER SQUARE FOOT

P-620 900 SF

PER SQUARE FOOT

P-620 5,100 SF

PER SQUARE FOOT

P-620 1 LS

PER LUMP SUM

F-162 1,100 LF

PER LINEAR FOOT

F-162 870 LF

PER LINEAR FOOT

F-162 1 EA

PER EACH

F-162 1 EA

PER EACH

D-701 48 LF

PER LINEAR FOOT

D-701 180 LF

PER LINEAR FOOT

8' TEMPORARY GALVANIZED CHAIN-LINK FENCE

8' X 30' AUTOMATIC SLIDING VEHICLE GATE

CARD READER ISLAND

18" RCP, CLASS III

24" RCP, CLASS III

MARKING (INITIAL RED)

MARKING (PERMANENT RED)

MARKING (PERMANENT BLACK)

REFLECTIVE MEDIA

8' PERMANANT GALVANIZED CHAIN-LINK FENCE

Bid Schedule (REBID) - Alternate One (1) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE ONE (1)

APPROX.

QUANTITY

D-751 1 EA

PER EACH

D-751 1 EA

PER EACH

D-752 1 EA

PER EACH

D-752 1 EA

PER EACH

D-752 1 EA

PER EACH

T-901 5 AC

PER ACRE

T-908 5 AC

PER ACRE

L-108 800 LF

PER LINEAR FOOT

L-108 1,350 LF

PER LINEAR FOOT

L-108 800 LF

PER LINEAR FOOT

SEEDING

MULCHING

NO. 8 AWG, 5KV, L-824 TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK OR

CONDUIT

NO. 6 AWG SOLID BARE COPPER COUNTERPOISE WIRE, INSTALLED ABOVE THE

DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS

FIBER OPTIC

DROP INLET, VDOT STD. DI-1

MANHOLE, VDOT STD. MH-1

STORMWATER MANAGEMENT STRUCTURE

ADJUST EXISTING DRAINAGE STRUCTURE

24" END SECTION, VDOT STD. ES-1

Bid Schedule (REBID) - Alternate One (1) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE ONE (1)

APPROX.

QUANTITY

L-108 600 LF

PER LINEAR FOOT

L-110 62 LF

PER LINEAR FOOT

L-110 170 LF

PER LINEAR FOOT

L-110 720 LF

PER LINEAR FOOT

L-110 360 LF

PER LINEAR FOOT

L-115 5 EA

PER EACH

L-125 1 EA

PER EACH

L-125 6 EA

PER EACH

M-103 2 EA

PER EACH

M-107 1,000 LF

PER LINEAR FOOT

ELECTRICAL JUNCTION STRUCTURE

L-861T(L) RED BASE MOUNTED MITL (LED) (RED)

RELOCATED L-861T(L) BASE MOUNTED MITL (LED)

CLOSED TAXIWAY MARKER (CONTRACTOR FURNISHED)

AVIATION BARRICADES (CONTRACTOR FURNISHED)

FLOOD LIGHT CABLE

CONCRETE ENCASED DUCT BANK, 1 WAY - 2" PVC CONDUIT

CONCRETE ENCASED DUCT BANK, 2 WAY - 2" PVC CONDUIT

NON-ENCASED ELECTRICAL CONDUIT, 1 WAY - 2" PVC CONDUIT

NON-ENCASED ELECTRICAL CONDUIT, 2 WAY - 2" PVC CONDUIT

Bid Schedule (REBID) - Alternate One (1) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE ONE (1)

APPROX.

QUANTITY

M-150 900 LF

PER LINEAR FOOT

M-150 300 LF

PER LINEAR FOOT

M-150 4 EA

PER EACH

M-150 2 EA

PER EACH

M-150 1,560 LF

PER LINEAR FOOT

M-150 1 EA

PER EACH

M-607 480 LF

PER LINEAR FOOT

M-619 1,100 SF

PER SQUARE FOOT

R-309 450 CY

PER CUBIC YARD

R-315 350 TN

PER TON

REMOVE STORMWATER BASIN STRUCTURE

ISOLATION JOINT

PAINT REMOVAL (95-100% LEVEL)

AGGREGATE BASE COURSE

ASPHALT CONCRETE BASE COURSE, TYPE BM-25

REMOVE CONDUIT AND CABLE

REMOVE EXISTING DUCT BANK

REMOVE ELECTRICAL JUNCTION STRUCTURE

REMOVE EXISTING FLOOD LIGHT HEAD

REMOVE FENCE

Bid Schedule (REBID) - Alternate One (1) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE ONE (1)

APPROX.

QUANTITY

R-315 400 TN

PER TON

R-414 25 SY

PER SQUARE YARD

R-414 250 SY

PER SQUARE YARD

R-505 515 LF

PER LINEAR FOOT

R-505 4 EA

PER EACH

R-701 2 EA

PER EACH

32.SP 300 CY

PER CUBIC YARD

39.SP 1 LS

PER LUMP SUM

40.SP 1 LS

PER LUMP SUM

Total Bid Amount $

SP-1 Non-AIP Insurance Allowance $

STOP SIGN (R1-1)

SUBGRADE REPAIR UNDERCUT

RELOCATED AIRFIELD POWER RECEPTACLES

FLOOD LIGHTS

ASPHALT CONCRETE, TYPE SM-12.5A

RIPRAP, CLASS I

RIPRAP, CLASS A1

GUARDRAIL (STANDARD)

GUARDRAIL TERMINAL

Bid Schedule (REBID) - Alternate One (1) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

BID SCHEDULE (REBID)

Date:

UNIT PRICES EXTENDED

ITEM ITEM WITH UNIT PRICE IN FIGURES TOTAL

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

C-100 1 LS

PER LUMP SUM

C-102 1,500 LF

PER LINEAR FOOT

C-102 2 EA

PER EACH

C-102 1 EA

PER EACH

C-102 15 EA

PER EACH

C-102 2 EA

PER EACH

C-102 1 EA

PER EACH

C-102 700 LF

PER LINEAR FOOT

C-102 600 SY

PER SQUARE YARD

C-102 2,500 SY

PER SQUARE YARD

BID ALTERNATE TWO (2)

APPROX.

QUANTITY

STONE CONSTRUCTION ENTRANCE

TEMPORARY SEDIMENT TRAP

CONTRACTOR QUALITY CONTROL PROGRAM (CQCP)

INSTALLATION AND REMOVAL OF SILT FENCE

CULVERT INLET PROTECTION

TEMPORARY DIVERSION DIKE

TEMPORARY ROCK CHECK DAM

INLET PROTECTION

SOIL STABILIZATION BLANKET - TREATMENT 1

SOIL STABILIZATION BLANKET - TREATMENT 2

Bid Schedule (REBID) - Alternate Two (2) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE TWO (2)

APPROX.

QUANTITY

C-105 1 LS

PER LUMP SUM

P-101 360 SY

PER SQUARE YARD

P-101 50 SY

PER SQUARE YARD

P-101 3,000 LF

PER LINEAR FOOT

P-101 1,160 SY

PER SQUARE YARD

P-101 3,050 SY

PER SQUARE YARD

P-152 6,000 CY

PER CUBIC YARD

P-152 900 CY

PER CUBIC YARD

P-154 1,500 CY

PER CUBIC YARD

P-154 1,000 SY

PER SQUARE YARD

MOBILIZATION

BITUMINOUS PAVEMENT REMOVAL

COLD MILLING (0.5" DEPTH)

COLD MILLING (2" DEPTH)

CONCRETE PAVEMENT REMOVAL

CRACK REPAIR (TYPE A)

SUBBASE COURSE

SEPARATION GEOTEXTILE

UNCLASSIFIED EXCAVATION

MUCK EXCAVATION

Bid Schedule (REBID) - Alternate Two (2) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE TWO (2)

APPROX.

QUANTITY

P-304 3,500 SY

PER SQUARE YARD

P-401 1,400 TN

PER TON

P-501 675 SY

PER SQUARE YARD

P-608-R 12,070 SY

PER SQUARE YARD

P-603 1,100 GL

PER GALLON

P-605 830 LF

PER LINEAR FOOT

P-620 3,000 SF

PER SQUARE FOOT

P-620 3,000 SF

PER SQUARE FOOT

P-620 800 SF

PER SQUARE FOOT

P-620 800 SF

PER SQUARE FOOT

CONCRETE PAVEMENT (15")

ASPHALT SURFACE TREATMENT

CEMENT-TREATED BASE COURSE (6")

ASPHALT SURFACE COURSE

MARKING (INITIAL YELLOW)

MARKING (PERMANENT YELLOW)

EMULSIFIED ASPHALT TACK COAT

JOINT SEALING FILLER

MARKING (INITIAL WHITE)

MARKING (PERMANENT WHITE)

Bid Schedule (REBID) - Alternate Two (2) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE TWO (2)

APPROX.

QUANTITY

P-620 870 SF

PER SQUARE FOOT

P-620 870 SF

PER SQUARE FOOT

P-620 4,400 SF

PER SQUARE FOOT

P-620 1 LS

PER LUMP SUM

F-162 1,100 LF

PER LINEAR FOOT

F-162 870 LF

PER LINEAR FOOT

F-162 1 EA

PER EACH

F-162 1 EA

PER EACH

D-701 48 LF

PER LINEAR FOOT

D-701 180 LF

PER LINEAR FOOT

MARKING (INITIAL RED)

MARKING (PERMANENT RED)

8' PERMANANT GALVANIZED CHAIN-LINK FENCE

8' TEMPORARY GALVANIZED CHAIN-LINK FENCE

MARKING (PERMANENT BLACK)

REFLECTIVE MEDIA

18" RCP, CLASS III

24" RCP, CLASS III

8' X 30' AUTOMATIC SLIDING VEHICLE GATE

CARD READER ISLAND

Bid Schedule (REBID) - Alternate Two (2) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE TWO (2)

APPROX.

QUANTITY

D-751 1 EA

PER EACH

D-751 1 EA

PER EACH

D-752 1 EA

PER EACH

D-752 1 EA

PER EACH

D-752 1 EA

PER EACH

T-901 5 AC

PER ACRE

T-908 5 AC

PER ACRE

L-108 800 LF

PER LINEAR FOOT

L-108 1,350 LF

PER LINEAR FOOT

L-108 800 LF

PER LINEAR FOOT

STORMWATER MANAGEMENT STRUCTURE

ADJUST EXISTING DRAINAGE STRUCTURE

DROP INLET, VDOT STD. DI-1

MANHOLE, VDOT STD. MH-1

MULCHING

NO. 8 AWG, 5KV, L-824 TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK OR

CONDUIT

24" END SECTION, VDOT STD. ES-1

SEEDING

NO. 6 AWG SOLID BARE COPPER COUNTERPOISE WIRE, INSTALLED ABOVE THE

DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS

FIBER OPTIC

Bid Schedule (REBID) - Alternate Two (2) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE TWO (2)

APPROX.

QUANTITY

L-108 600 LF

PER LINEAR FOOT

L-110 62 LF

PER LINEAR FOOT

L-110 170 LF

PER LINEAR FOOT

L-110 720 LF

PER LINEAR FOOT

L-110 360 LF

PER LINEAR FOOT

L-115 5 EA

PER EACH

L-125 1 EA

PER EACH

L-125 6 EA

PER EACH

M-103 2 EA

PER EACH

M-107 1,000 LF

PER LINEAR FOOT

FLOOD LIGHT CABLE

CONCRETE ENCASED DUCT BANK, 1 WAY - 2" PVC CONDUIT

NON-ENCASED ELECTRICAL CONDUIT, 2 WAY - 2" PVC CONDUIT

ELECTRICAL JUNCTION STRUCTURE

CONCRETE ENCASED DUCT BANK, 2 WAY - 2" PVC CONDUIT

NON-ENCASED ELECTRICAL CONDUIT, 1 WAY - 2" PVC CONDUIT

CLOSED TAXIWAY MARKER (CONTRACTOR FURNISHED)

AVIATION BARRICADES (CONTRACTOR FURNISHED)

L-861T(L) RED BASE MOUNTED MITL (LED)

RELOCATED L-861T(L) BASE MOUNTED MITL (LED)

Bid Schedule (REBID) - Alternate Two (2) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE TWO (2)

APPROX.

QUANTITY

M-150 900 LF

PER LINEAR FOOT

M-150 300 LF

PER LINEAR FOOT

M-150 4 EA

PER EACH

M-150 2 EA

PER EACH

M-150 1,560 LF

PER LINEAR FOOT

M-150 1 EA

PER EACH

M-607 480 LF

PER LINEAR FOOT

M-619 800 SF

PER SQUARE FOOT

R-309 450 CY

PER CUBIC YARD

R-315 350 TN

PER TON

REMOVE ELECTRICAL JUNCTION STRUCTURE

REMOVE EXISTING FLOOD LIGHT HEAD

REMOVE CONDUIT AND CABLE

REMOVE EXISTING DUCT BANK

ISOLATION JOINT

PAINT REMOVAL (95-100% LEVEL)

REMOVE FENCE

REMOVE STORMWATER BASIN STRUCTURE

AGGREGATE BASE COURSE

ASPHALT CONCRETE BASE COURSE, TYPE BM-25

Bid Schedule (REBID) - Alternate Two (2) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD

NO. WRITTEN IN WORDS --------------------- ---------------------

DOLLARS DOLLARS

CENTS CENTS

BID SCHEDULE (REBID)

BID ALTERNATE TWO (2)

APPROX.

QUANTITY

R-315 400 TN

PER TON

R-414 25 SY

PER SQUARE YARD

R-414 250 SY

PER SQUARE YARD

R-505 515 LF

PER LINEAR FOOT

R-505 4 EA

PER EACH

R-701 2 EA

PER EACH

32.SP 300 CY

PER CUBIC YARD

39.SP 1 LS

PER LUMP SUM

40.SP 1 LS

PER LUMP SUM

Total Bid Amount $

SP-1 Non-AIP Insurance Allowance $

ASPHALT CONCRETE, TYPE SM-12.5A

RIPRAP, CLASS I

GUARDRAIL TERMINAL

STOP SIGN (R1-1)

RIPRAP, CLASS A1

GUARDRAIL (STANDARD)

FLOOD LIGHTS

SUBGRADE REPAIR UNDERCUT

RELOCATED AIRFIELD POWER RECEPTACLES

Bid Schedule (REBID) - Alternate Two (2) Aviation Tech Park - Phase II - Bid Package 1 | 23094 - SHD