Addendum 1.pdf

Date Printed: Aug 12, 2026 Page: 1 FORM ID: WV-PRC-CRFQ-002 2020/05

Department of Administration Purchasing Division 2019 Washington Street East Post Office Box 50130 Charleston, WV 25305-0130

State of West Virginia Centralized Request for Quote

Construction

Proc Folder: 2026954 Reason for Modification:

Doc Description: Wheeling AASF#2 Taxiway Repairs (Construction) Addendum No. 1

Proc Type: Central Purchase Order

Date Issued Solicitation Closes Solicitation No Version

2026-08-12 2026-08-20 13:30 CRFQ 0603 ADJ2700000007 2

BID RECEIVING LOCATION

BID CLERK

DEPARTMENT OF ADMINISTRATION

PURCHASING DIVISION

2019 WASHINGTON ST E

CHARLESTON WV 25305

US

VENDOR

Vendor Customer Code:

Vendor Name :

Address :

Street :

City :

State : Country : Zip :

Principal Contact :

Vendor Contact Phone: Extension:

FOR INFORMATION CONTACT THE BUYER

David H Pauline 304-558-0067 david.h.pauline@wv.gov

Vendor Signature X FEIN# DATE

All offers subject to all terms and conditions contained in this solicitation

Date Printed: Aug 12, 2026 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05

ADDITIONAL INFORMATION

Addendum No. 1

Provide copies of the Pre-Bid meeting sign-in sheets (see attached)

Provide responses to vendor questions regarding this solicitation (see attached)

Provide a revised/updated Exhibit A- Bid Form in response to a vendor question (see attached)

Provide two (2) new detail drawings in response to vendor questions (see attached)

To move the Bid opening date and time to August 20, 2026, at 1:30 pm EST.

No other changes.

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

ARMY AVIATION SUPPORT

FACILITY 2

1707 COONSKIN DR 538 GIRTYS POINT RD

CHARLESTON WV WHEELING WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 Wheeling AASF#2 Taxiway Repairs

(Construction) BASE BID

Comm Code Manufacturer Specification Model #

72000000

Extended Description:

BASE BID-Provide labor, materials tools, supplies and equipment to provide taxiway repairs per the attached plans and specifications

Date Printed: Aug 12, 2026 Page: 3 FORM ID: WV-PRC-CRFQ-002 2020/05

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

ARMY AVIATION SUPPORT

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 2 ALTERNATE No.1- Full Slab Replacement in

Area #1

Extended Description:

ALTERNATE No. 1-Provide labor, materials tools, supplies and equipment to provide full slab replacement taxiway repairs in Area #1 per the attached plans and specifications.

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

ARMY AVIATION SUPPORT

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 3 ALTERNATE No.2- Full Slab Replacement in

Area #2

Extended Description:

ALTERNATE No. 2-Provide labor, materials tools, supplies and equipment to provide full slab replacement taxiway repairs in Area #2 per the attached plans and specifications.

SCHEDULE OF EVENTS

Line Event Event Date 1 Mandatory Prebid Meeting At 11:00 am EST. 2026-08-04 2 Vendor Technical Questions Due By 11:00 am EST. 2026-08-10

SOLICITATION NUMBER: CRFQ ADJ2700000007

Addendum Number: 1

The purpose of this addendum is to modify the solicitation identified as (“ADJ2700000007”) to reflect the change(s) identified and described below.

Applicable Addendum Category:

☒ Modify bid opening date and time.

☒ Modify specifications of product or service being sought.

☒ Attachment of vendor questions and responses.

☒ Attachment of pre-bid sign-in sheet.

☐ Correction of error.

☒ Other.

Description of Modification to Solicitation:

1. Provide copies of the Pre-Bid meeting sign-in sheets (see attached)

2. Provide responses to vendor questions regarding this solicitation (see attached)

3. Provide a revised/updated Exhibit A- Bid Form in response to a vendor question (see attached)

4. Provide two (2) new detail drawings in response to vendor questions (see attached) **Please attach these PDFs directly to the header in Oasis**

5. Please move the Bid opening date to August 20th at 1:30pm

No other changes.

Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.

Terms and Conditions:

1. All provisions of the Solicitation and other addenda not modified herein shall remain in full force and effect.

2. Vendor should acknowledge receipt of all addenda issued for this Solicitation by completing an Addendum Acknowledgment, a copy of which is included herewith. Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.

DEPARTMENT OF THE ARMY

JOINT FORCES HEADQUARTERS WEST VIRGINIA

1707 COONSKIN DRIVE

CHARLESTON, WEST VIRGINIA 25311-1026

August 12, 2026

ADDENDUM NO. 1- CRFQ-ADJ2700000007

RE: Wheeling AASF#2 Taxiway Repairs (Construction) West Virginia Army National Guard Wheeling Army Aviation Support Facility #2, Wheeling, WV

TO: Prospective Bidders

FROM: West Virginia Army National Guard

NOTE: This Addendum forms a part of the Contract Documents and modifies the original

Bidding Documents.

PART 1 – INFORMATION FOR BIDDERS

Bid opening date is moved to August 20, 2026 @ 1:30 pm EST

PART 2 – BIDDERS’ QUESTIONS AND RESPONSES

1. Question: There are multiple layers of existing paint on the apron and some areas are chipping/peeling off. General cleaning of the existing markings before remarking will not remove these areas; paint eradication or removal will be required to achieve proper adhesion. Can an Item/quantity be added for marking removal to account for these areas or will the bidder need to account for what they think will need removed in their bid?

Response: The cost of surface preparation is included in the lump sum price for pavement markings. This cost should include the removal of loose existing markings and the surface cleaned of all residue or debris.

2. Question: Due to weather concerns for this type of work, can the project be started in the Spring of 2027?

Response: Contract will be executed in September however work will not begin until award of Notice to Proceed which is anticipated for Spring 2027.

3. Question: Please clarify the daily liquidated damage dollar amount.

Response: Contractor shall pay liquidated damages in the amount of $1,500.00 per day of delay, plus a one-time fixed cost of $1,250.00 for Staff Judge Advocate review for work not completed after contract completion date. This clause shall in no way be considered exclusive and shall not limit the State or Agency’s right to pursue any other available remedy.

4. Question: On the Bid Schedule, Alternate No. 2, Item No. 21 – The description states P-

501 Cement Concrete Pavement. On Drawing C1.00, under Quantities, the description lists P-209 Crushed Aggregate Base Course. Will the Bid Schedule be amended for this item?

Response: Yes. See attached bid schedule.

5. Question: On Sheet C1.00, under General Notes, Item No. 13, states ALL grounding rods will be replaced. The Base Bid form only accounts for (6) grounding rods to be replaced and Alternate No. 2 has (1). Please clarify.

Response: C1.00 Note 13 shall be amended to read as follows: "Where concrete is to be replaced and a grounding rod is present, the existing grounding rod shall be removed and a new grounding rod installed.

6. Question: Please clarify which Wage Rate is to be used for this project. Heavy or

Highway.

Response: Highway.

7. Question: In P-501 Cement Concrete Pavement, Section 501-3.3, references a 5000 PSI mix and Drawing C4.02, references a 4000 PSI. Please clarify.

Response: 4000 PSI.

8. Question: Does the Buy America Act apply to this project?

Response: Yes.

9. Question: There is a major supplier wanting to know if the Army Corp of Engineers are involved in this project. (ex. Submittal Review, Testing, Oversite, etc.)

Response: ACOE is not involved with this project.

10. Question: In the Bid Schedule - Base Bid Item No. 8. Could you please confirm that the

4,000 SY is the correct amount?

Response: 4,000 SY is correct.

11. Question: Plan notes for the full depth repair procedures call for concrete to be removed with jackhammers less than 30 pounds to prevent damage to the pavement remaining.

Removing 4,000+ SY of full depth concrete with 30-pound jackhammers is unreasonable.

Will other means and methods of concrete removal be allowed if the concrete can be removed without damaging the pavement remaining?

Response: The specified jackhammer limitation is intended to protect the adjacent concrete slabs that are to remain in place. Alternative means and methods of concrete removal will be permitted, provided the pavement to remain is not damaged. Any damage to slabs designated to remain in place shall be repaired at the Contractor's expense.

12. Question: Can you please confirm the coating requirement for the dowels and #4 reinforcing steel in the concrete.

Response: Dowel bars should be epoxy coated that meets the requirements of ASTM A1078 Type 1. The #4 reinforced steel will not be epoxy coated.

13. Question: Access to the taxiway is not shown on the plans - can you please confirm the contractor's access points to and from the taxiway?

Response: A phasing plan has been included that identified access from the site.

14. Question: Will the contractor be required to provide a gate guard?

Response: No.

15. Question: What are the Airport and Army National Guard training and badging requirements for onsite personnel?

Response: None.

16. Question: Is it anticipated that contractor supplied escorts will be required? Once access to the taxiway is confirmed, is it safe to assume that escorts will not be required if the taxiway can be accessed without crossing the runway?

Response: No escorts will be required.

17. Question: Will the contractor be allowed a secure staging area adjacent to the taxiway within AOA?

Response: A staging area has been identified on the phasing plan.

18. Question: The plans require the Contractor to coordinate the concrete replacement schedule with the Army National Guard’s operations schedule to maintain access to and from the runway throughout construction. However, the National Guard’s anticipated operations and required taxiway access have not been provided. Therefore, bidders cannot determine the allowable size, location, or duration of taxiway closures or establish an appropriate construction sequence.

Please delineate the allowable work areas and closure limits on the plans or provide minimum bid assumptions regarding the maximum area that may be closed at one time, required access routes, phasing, and allowable closure durations. The Contractor can then coordinate work within those defined areas with the Army National Guard.

Without this direction, bidders may make materially different assumptions regarding production rates, phasing, and project duration. Please clarify the Owner’s expectations so that all contractors can prepare bids on a consistent basis.

Response: A phasing plan has been provided.

19. Question: The Additive Alternate bid schedule has a quantity of P-501 in both line items 21 and 22 for a quantity of 1,605 SY. This seems to be a typo. Plan sheet C1.00 shows line item 21 in additive bid alternate #2 as P-209 crushed aggregate base course.

Response: Please see response for Question 4.

20. Question: Is there a 2-to-3-acre area on airport property where the contractor could set up a mobile central mix concrete batch plant for the project?

Response: No.

21. Question: Would the owner consider adding an alternate bid item for P-219 Recycled

Concrete Aggregate Base Course In lieu of P-209?

a. If yes, could the contractor utilize an area on airport property to crush the concrete being removed and re-use it as P-219?

Response: No P-219 will not be allowed.

22. Question: What is the anticipated construction schedule for the project?

Response: Please see response for Question 2.

23. Question: Can a geotechnical report be provided?

Response: There is no Geotech for this project.

24. Question: How thick is the existing concrete that is being removed?

Response: The existing concrete ranges from 6-8” thick.

25. Question: The plans refer to a staging area but there is no area shown. Please provide location where the staging area will be as well as the area where excess material will be stockpiled onsite.

Response: Please see response to Question 17. Excess material location has been identified on the phasing sheet C2.06 included in this addendum.

26. Question: Please confirm any topsoil that is stripped prior to regarding the prescribed areas can be re-used as final topsoil.

Response: Yes, topsoil stripped can be reused prior to reseeding and mulching.

27. Question: Note 7 on plan sheet C4.03 says to use lightweight equipment i.e. jackhammers less than 30 lbs. to remove concrete. Please confirm the contractor can utilize heavy equipment to remove the concrete. I.E. Excavators with hammer attachments along with smaller equipment to assist with breaking and loading of concrete to be removed.

Response: See response to Question 11.

28. Question: Is the excavation of the existing material underneath the concrete being replaced incidental to the P-209 item? Please confirm this material can be stockpiled onsite.

Response: No, a new bid item has been created. Material can be stockpiled onsite.

29. Question: P-501 Can the maximum aggregate size be raised to 1.5” to allow for a #4 and #67 aggregate combination to be utilized. This will allow for the contractor to more easily achieve the CF/WF requirements set forth in the specifications.

Response: Yes 1.5” max aggregate size will be allowed.

30. Question: P-501 Type I/II cement that is being specified is no longer readily available due to the industry change to Type IL. Will Type IL be acceptable?

Response: Yes, Type IL cement will be acceptable.

31. Due to the restrictive nature of the P-501 specification, it may be difficult to locate a local supplier who can provide a P-501 mix design. With this being the case, would the Engineer allow and extended concrete transport time of 120 minutes in a mixer truck if a retarder is utilized during production and part of the approved P-501 mixture?

Response: No.

32. Question: On the bid sheet, Item #21 is listed as P-501 Cement Concrete Pavement, but we believe should be P-209 Crushed Aggregate Base Course. Please review.

Response: Please see response to Question 4.

33. Question: Bid Item #24 description is for grounding points. We do not see a detail for the grounding points unless this is supposed to be a Ground Rod. Please clarify.

Response: Yes, this is intended to be the grounding rods. Detail is on sheet C4.01.

34. Question: How is the excavation for P-209 paid for? Is it incidental?

Response: Please see response to Question 28.

35. Question: Is the P605 Joint sealant item to be paid in the area of the new concrete? Will existing concrete seals that remain get sealed under this item?

Response: The P-605 joint sealant item includes existing joints of concrete slabs not being replaced that are identified on the drawing as well as the new concrete joints.

36. Question: Can you please clarify the schedule. The contract duration is 270 calendar days. Prior to starting it will take at least 3 months from NTP to perform all of the testing for the concrete mix design, which would put the start of physical work during the winter. Will there be a winter shutdown where the contract duration will be paused thru the winter and then start in the Spring? Please clarify.

Response: Please see response to Question 2.

37. Question: Can a conceptual plan or narrative be provided for how the traffic phasing was anticipated. Note 11 on sheet C1.00 states to coordinate with Operations. This could potentially have a major impact on schedule duration and cost. Will nights and weekends be required?

Response: Please see response to Question 13. Nighttime/weekend work is not required.

38. Question: Please clarify if there will be any laydown area provided onsite.

Response: Please see response to Question 17.

39. Question: For the Regrading of edges, will seeding be required? How will this be paid?

Response: Yes a bid item has been included for seeding and mulching.

40. Question: Will work be permitted at night? With temperature restrictions on concrete pavement it may become necessary to pour off hours to maintain specifications. Also green cutting of concrete joints typically occurs at least 10 hours after placement of the concrete, so during placements work will be occurring for most of a 24 hour period.

Response: See response to Question 37.

41. Question: Are there any B&O Taxes?

Response: No.

42. Question: On both details on sheet C4.03 note #4 provides guidance if dowels and tie bars are to remain and how that work will be performed. Please clarify if there are any areas that the existing dowels and tie bars are to remain.

Response: There are two partial slabs on sheet C2.05 that apply to the partial slab replacement detail.

43. Question: P-501. Can welded wire mesh be used in lieu of rebar if the cross-sectional area is equivalent.

Response: Yes.

44. Question: Sheet C4.02 shows sawcutting beyond the limits of the existing joint, but then placing dowels at the existing joint location and not into the remaining existing concrete which is not typically done. The detail on Sheet C4.03 is correct in showing the dowel going into the existing concrete. Sawcutting patches beyond the limits of the existing joints will cause long term issues with cracking/joint failure since the existing and new joints will not line up. Typically the patch is sawcut and removed at the existing joint. Attached are some typicals from another FAA airport project (please note dowel length/dimensions/spacing/etc are different since different thickness of pavement). Please review.

Response: The contractor is to saw cut beyond the limits of the existing joints. The dowel bars will then be placed in the existing concrete as shown on C4.03.

45. The details on sheet C4.03 show joint filler non-absorbent material to be placed to form the joint sealant reservoir. Typically the joint would be widened by a sawcut and then sealed. Attached is a typical detail for how this joint is widened and sealed. Please consider changing this or allowing both options.

Response: Both options are allowed.

46. Question: Please clarify what the access will be like from the public road to the work area. Will gate guards be required? Is the contractor responsible for the gate guards. Will any crossings need flagged?

Response: Please see response to Question 13. No gate guards are required, no crossings need to be flagged.

47. Question: Will there be any badging/ security requirements/special training for the project? Please clarify how long the process will take for employees and if there is any cost.

Response: No.

48. Question: C4.02 (joint details) the joints detail shows a ½” x 2.5” saw cut filled with joint sealant. Is the intent for this reservoir to be filled entirely with joint sealant? Or should manufacturer’s recommendations which include installing backer rod and maintain recommended sealant shape factor be followed in lieu of “filling the ½” x 2.5”” cut completely with sealant. Please advise.

Response: Manufacturer recommendations will be allowable.

49. Question: Does the P-605 quantity for sealing include both the joint sealing for the new concrete repair areas AND the rehab of the existing joints? If not, please advise how each will be paid.

Response: Please see response to Question 35.

50. Question: Do the mooring points located in areas of the proposed concrete need to be reconstructed?

Response: Yes, if the mooring points are located in an area that is to be reconstructed they should be replaced. Cost should shall consist of the removal of existing aircraft tie-down anchors and the furnishing and installation of new aircraft tie-down anchors. Payment shall be made at the contract unit price per each aircraft tie-down removed and reconstructed. This price shall be full compensation for removing and disposing of the existing anchor and hardware; for furnishing and installing the new anchor and all incidental materials; and for all labor, equipment, tools, and incidentals necessary to complete the item as specified.

51. Question: There are several areas on the plans indicating proposed crack sealing. Is there a typical detail or specification for this work? Additionally, could you please clarify which bid item the crack sealing will be paid under?

Response: Spec section P-605 Joint Sealant for Pavements is for this work. Detail sheet C4.02 has been modified to include details of the crack sealing of the joints.

Work should be paid under item Revised Bid Form Item # 10 for base bid, 23 for Add Alt 1 and 29 for Add Alt 2.

END OF ADDENDUM

Revised Addendum #1 8/11/2026

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

BID FORM FOR CONSTRUCTION CONTRACT

The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

ARTICLE 1—OWNER AND BIDDER

1.01 This bid is submitted to: State Purchasing

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2—ATTACHMENTS TO THIS BID

2.01 The following documents are submitted with and made a condition of this Bid:

A. Bid Opening Requirements

ARTICLE 3—BASIS OF BID—LUMP SUM BID AND UNIT PRICES

GENERAL

The Bidder shall take notice of and shall be responsible for any local or state taxes levied and applicable, and the cost for the same shall be included as part of the submitted Bid.

The total Bid cost stated includes a complete operating installation including furnishing and installation of any and all changes or additions in plans, piping, mechanical work, additional electrical work, accessories, controls, etc. necessary to accommodate alternative equipment systems or materials used in construction.

BID PROPOSAL

The Bidder agrees to perform all required Work described in the detailed Specifications and as shown on the Plans for the complete construction and placing in satisfactory operation the Wheeling AASF #2 Taxiway Repair. The Project "Sequence of Construction" has been detailed in the Drawings and Specification Division 1, Project Summary, Section 011000. The Bidder agrees to perform all the Work proposed for the total of the following Bid prices.

3.01 Lump Sum Bids

A. Bidder will complete the Work in accordance with the Contract Documents for the lump sum (stipulated) price(s), together with any Unit Prices indicated in Paragraph 3.02 and shown in the bid schedule.

B. Lump Sum Bids may be one of the following:

1. Lump Sum Price (Base Bid and Alternates)

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

3.02 Unit Price Bids

A. Bidder will perform the following Work at the indicated unit prices as shown in the Bid Schedule.

B. Bidder acknowledges that:

1. each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and

2. estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Work will be based on actual quantities, determined as provided in the Contract Documents.

3.03 Total Bid Price (Lump Sum and Unit Prices)

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

BID SCHEDULE

PROPOSED

WHEELING AASF #2 TAXIWAY REPAIR

FOR THE

WV ARMY NATIONAL GUARD

OHIO COUNTY, WEST VIRGINIA

NOTE: Bid PRICE amounts are to be shown in both words and figures. In case of discrepancy, the amount shown in words will govern. Bids shall include sales tax and all other applicable taxes and fees.

Item # Qty. UNIT DESCRIPTION UNIT PRICE UNIT PRICE WRITTEN IN WORDS TOTAL PRICE

1 1 LS MOBILIZATION

2 700 LF SILT FENCE

3 2 EA INLET PROTECTION

4 720 SY COLD MILLING

5 1 LS REGRADING OF EDGES

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Item # Qty. UNIT DESCRIPTION UNIT PRICE UNIT PRICE WRITTEN IN WORDS TOTAL PRICE

6 200 CY

UNDERCUT

7 4,000 SY

P-209 CRUSHED AGGREGATE BASE

COURSE

8 4,000 SY

P-501 CEMENT CONCRETE PAVEMENT

9 90 TN

P-401 ASPHALT MIX PAVEMENT

10 8,000 LF

P-605 JOINT SEALANT FOR PAVEMENTS

11 2 EA

SLOPEWALL FOR UNDERDRAIN

12 470 LF

4" UNDERDRAIN

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Item

13 162 LF

4" SOLID PIPE

14 1 LS PAVEMENT MARKINGS

15 1 EA LOWER EXISTING INLET

16 6 EA GROUNDING ROD

17 1 LS LOW PROFILE BARRICADES

18 1 LS SEED AND MULCH

19 667 CY UNCLASSIFIED EXCAVATION

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Item

20 30 EA MOORING POINTS

TOTAL BID: ________________________________________________________________ _

(Words) (Words) (Figures)

(Amounts are to be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

ADDITIVE ALTERNATE #1

Item

21 1,605 SY P-209 CRUSHED AGGREGATE BASE

22 1,605 SY

23 2,600 LF

P-605 JOINT SEALANT FOR PAVEMENTS

24 270 CY UNCLASSIFIED EXCAVATION

25 EA 15 MOORING POINT

26 EA 1 GROUNDING ROD

TOTAL ADDITIVE ALTERNATE #1 BID: ________________________________________________________________

(Amounts are to be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

ADDITIVE ALTERNATE #2

Item

27 1,605 SY P-209 CRUSHED AGGREGATE BASE

28 1,605 SY

29 2,600 LF P-605 JOINT SEALANT FOR PAVEMENTS

30 1 EA

GROUNDING ROD

31 5 EA MOORING POINT

32 270 CY UNCLASSIFIED EXCAVATION

TOTAL ADDITIVE ALTERNATE #2 BID: ________________________________________________________________

(Amounts are to be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

3.04 Method of Award

If at the time this contract is to be awarded, the lowest total bid submitted by a qualified, responsive, responsible Bidder does not exceed the amount of funds then estimated by the Owner, as available to finance the contract, the construction contract will be awarded. Awarding of Additive Alternate(s) will not affect the lowest Bidder. If such bids exceed such amount, the Owner may reject all bids.

The Owner will award the contract on the total base bid amount inclusive or exclusive of alternates as determined by the Owner and submitted by a qualified, responsive, responsible Bidder. Alternates, if accepted, shall be accepted in the order in which they are listed on the bid form. Any unaccepted alternate contained within a bid shall expire 90 days after the date of the opening of bids for review. Determination of the lowest qualified responsible bidder shall be based on the sum of the base bid and any alternates accepted. Alternate selection will be identified in the Purchase Order. This project contains Two (2) alternates.

ARTICLE 4—TIME OF COMPLETION

4.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment on or before the dates or within the number of calendar days indicated in the Agreement.

4.02 Bidder accepts the provisions of the Specifications as to liquidated damages.

ARTICLE 5—BIDDER’S ACKNOWLEDGEMENTS: ACCEPTANCE PERIOD,

INSTRUCTIONS, AND RECEIPT OF ADDENDA

5.01 Bid Acceptance Period

A. This Bid will remain subject to acceptance for 90 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

5.02 Instructions to Bidders

A. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security.

ARTICLE 6—BIDDER’S REPRESENTATIONS AND CERTIFICATIONS

6.01 Bidder’s Representations

A. In submitting this Bid, Bidder represents the following:

1. Bidder has examined and carefully studied the Bidding Documents, including Addenda.

2. Bidder has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

3. Bidder is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work.

4. Bidder has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, with respect to the Technical Data in such reports and drawings.

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

5. Bidder has carefully studied the reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and drawings.

6. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work; (b) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, if selected as Contractor; and (c) Bidder’s (Contractor’s) safety precautions and programs.

7. Based on the information and observations referred to in the preceding paragraph, Bidder agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract.

8. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

9. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor.

10. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

11. The submission of this Bid constitutes an incontrovertible representation by Bidder that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

6.02 Bidder’s Certifications

A. The Bidder certifies the following:

1. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation.

2. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.

3. Bidder has not solicited or induced any individual or entity to refrain from bidding.

4. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 8.02.A:

a. Corrupt practice means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process.

b. Fraudulent practice means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition.

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

c. Collusive practice means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels.

d. Coercive practice means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

BIDDER hereby submits this Bid as set forth above:

Bidder:

(typed or printed name of organization)

By:

(individual’s signature) Name:

(typed or printed) Title:

(typed or printed)

Date:

(typed or printed)

If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.

Attest:

(individual’s signature)

Name:

(typed or printed)

Title:

(typed or printed)

Date:

(typed or printed)

Address for giving notices:

Bidder’s Contact:

Name:

(typed or printed)

Title:

(typed or printed)

Phone:

Email:

Address:

Bidder’s Contractor License No.: (if applicable)

FULL SLAB REPLACEMENT PARTIAL SLAB REPLACEMENT

RIGID PAVEMENT REPAIR - PLAN VIEW

NOT TO SCALE

BBAA

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TRANSVERSSE CONTROL JOINT (T.C.J.)

LOCATE CONSTRUCTION JOINTS AT CONTROL JOINTS

NOT TO SCALE

C L

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T

LONGITUDINAL CONTROL JOINT (L.C.J.)

LOCATE CONSTRUCTION JOINTS AT CONTROL JOINTS

NOT TO SCALE

0' - 6" 0' - 6"

0' - 6" 0' - 6"

0'

9"

4000 PSI CONCRETE

1/2" x 2.5" SAWCUT

JOINT FILLED WITH

JOINT SEALANT (TYP)

3" SURFACE CLEARANCE (TYP)

#4 @ 12" OC EACH WAY, STOP

TRANSVERSE BARS AT JOINT (TYP) #4 x 30" LONG DOWELS AT 2'-6"

OC SPACING. GREASE ONE END AT

CONSTRUCTION JOINTS ONLY (TYP)

4000 PSI CONCRETE

6" COMPACTED

P-209 CRUSHED AGGREGATE

6" COMPACTED

P-209 CRUSHED AGGREGATE

1/2" x 2.5" SAWCUT

JOINT FILLED WITH

JOINT SEALANT (TYP)

3" SURFACE CLEARANCE (TYP)

#4 @ 12" OC EACH WAY, DO NOT

STOP REINFORCING AT JOINT (TYP)

0'

9" 0'

9"

#4 SMOOTH REBAR

GREASED ON 1 SIDE

PROPOSED SAW CUT

CROSS SECTION ON

SHEET C4.03CROSS SECTION ON

SHEET C4.03

5/8" BACKER ROD MATERIAL

1/4" BY 1/4" CHAMFER (TYP)

PCC PAVEMENT

PCC PAVEMENT

1/2"

1 1/4"

CONSTRUCTION JOINT

BETWEEN SLABS

HOT POURED JOINT SEALANT

3/8"

1/4"

PAVEMENT SURFACE

1/4" BY 1/4" CHAMFER (TYP) 3/4" ± 1/8"

3/8"

3/4" ± 1/8"

HOT POURED JOINT SEALANT

JOINT WALL

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

FULL DEPTH TO BOTTOM OF

CONCRETE PAVEMENT

PCC CONSTRUCTION JOINT DETAIL

NOT TO SCALE

EXPANSION JOINT DETAIL

NOT TO SCALE

P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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DETAILS

AutoCAD SHX Text 42.5598

AutoCAD SHX Text

AutoCAD SHX Text 31.9672

AutoCAD SHX Text 42.5598

AutoCAD SHX Text

THE THRASHER GROUP INC.

AutoCAD SHX Text CAD FILE: R:\080\T80-11612.00 - WVANG - Wheeling AASF2 Taxiway Repair\Drawing\T80-11612.00 Details.dwg PLOT DATE/TIME: 8/12/2026 7:35 AM LAYOUT: C4.02 USER: nicole priceR:\080\T80-11612.00 - WVANG - Wheeling AASF2 Taxiway Repair\Drawing\T80-11612.00 Details.dwg PLOT DATE/TIME: 8/12/2026 7:35 AM LAYOUT: C4.02 USER: nicole price PLOT DATE/TIME: 8/12/2026 7:35 AM LAYOUT: C4.02 USER: nicole price 8/12/2026 7:35 AM LAYOUT: C4.02 USER: nicole price LAYOUT: C4.02 USER: nicole priceC4.02 USER: nicole price USER: nicole pricenicole price

AutoCAD SHX Text

AutoCAD SHX Text

NMP

AutoCAD SHX Text 8/12/2026

AutoCAD SHX Text

ADDED JOINT DETAILS

AutoCAD SHX Text njones Text Box Addendum #1

ADDENDUM ACKNOWLEDGEMENT FORM

SOLICITATION NO.: CRFQ ADJ2700000007

Instructions: Please acknowledge receipt of all addenda issued with this solicitation by completing this addendum acknowledgment form. Check the box next to each addendum received and sign below.

Failure to acknowledge addenda may result in bid disqualification.

Acknowledgment: I hereby acknowledge receipt of the following addenda and have made the necessary revisions to my proposal, plans and/or specification, etc.

Addendum Numbers Received:

(Check the box next to each addendum received)

☒ Addendum No. 1 ☐ Addendum No. 6

☐ Addendum No. 2 ☐ Addendum No. 7

☐ Addendum No. 3 ☐ Addendum No. 8

☐ Addendum No. 4 ☐ Addendum No. 9

☐ Addendum No. 5 ☐ Addendum No. 10

I understand that failure to confirm the receipt of addenda may be cause for rejection of this bid. I further understand that that any verbal representation made or assumed to be made during any oral discussion held between Vendor’s representatives and any state personnel is not binding. Only the information issued in writing and added to the specifications by an official addendum is binding.

Company

Authorized Signature

Date

NOTE: This addendum acknowledgement should be submitted with the bid to expedite document processing.

3.04 Method of Award