Project Manual and Specifications.pdf

PDF 16 MB Posted Jul 27, 2026

Attached to: Wheeling AASF#2 Taxiway Repairs (Construction)
Solicitation number: CRFQ 0603 ADJ2700000007 1
Issued by: Kanawha County, West Virginia

About this file

Written by GovTribe AI · Jul 31, 2026

Summary

This is a Project Manual and Detailed Specifications document for the Wheeling AASF#2 Taxiway Repair project for the West Virginia Army National Guard in Ohio County, West Virginia, prepared by The Thrasher Group, Inc. The project encompasses repair of identified concrete sections throughout the National Guard's apron, including saw cutting existing concrete, adding stone subbase, dowel installation into existing concrete slabs, rebar placement, concrete pouring, underdrain installation, regrading for positive drainage, and restriping. The bid schedule contains 17 base bid line items with unit prices and quantities, including mobilization (1 lump sum), silt fence (700 linear feet), inlet protection (2 each), cold milling (720 square yards), undercut (200 cubic yards), crushed aggregate base course (4,000 square yards), cement concrete pavement (4,000 square yards), asphalt mix pavement (90 tons), joint sealant (8,000 linear feet), underdrains and solid pipe, pavement markings, inlet lowering, grounding rods (6 each), and low-profile barricades. Two additive alternates are included covering additional concrete slab removal, replacement, and joint sealing. The work is subject to Davis-Bacon wage requirements with effective rates current as of May 18, 2026. Work hours are limited to 7 a.m. to 5 p.m., Monday through Friday, with restrictions on dust, foreign object debris, smoking, and controlled substances. A preconstruction conference is required, and contractor personnel must undergo Owner screening. Contractor is responsible for substantial completion within specified calendar days and is subject to liquidated damages provisions.

Bidders are required to submit bids in lump sum format with unit prices as indicated in the bid schedule, with all prices shown in both words and figures, including sales tax and applicable fees. The bid acceptance period extends 90 days after bid opening or longer if the bidder agrees in writing. Payment procedures utilize AIA Document G702 and G703 forms with applications submitted on a monthly basis, and contractor must submit waivers of mechanic's lien with each payment request. Contract award will be based on the lowest total qualified, responsive, responsible bidder, with alternate selection identified in the Purchase Order; alternates, if not accepted, expire 90 days after bid opening. Preconstruction submittals required before initial payment include subcontractor lists, schedule of values, construction schedule, product lists, submittal schedules, insurance certificates, and performance and payment bonds. The document references General Conditions based on AIA A201-2017 as supplemented by West Virginia state requirements and approved by the West Virginia Attorney General's office.

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File	Type	Posted
T80-11612 Combined_Bid Set.pdf_safe.pdf	PDF	Jul 27, 2026
CRFQ ADJ27_07 Solicitation Documents.pdf	PDF	Jul 27, 2026
Final_CRFQ_0603_ADJ2700000007_1_WV_CRFQ_FORM.PDF	PDF	Jul 27, 2026

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PROJECT MANUAL

AND

DETAILED SPECIFICATIONS

FOR THE

WEST VIRGINIA ARMY NATIONAL GUARD

OHIO COUNTY, WEST VIRGINIA

WHEELING AASF2 TAXIWAY REPAIR

JULY 2026

THRASHER PROJECT # T80-11612

WHEELING AASF2 TAXIWAY REPAIRS

PROFESSIONAL SEALS

WHEELING AASF2 TAXIWAY REPAIR

- I N D E X -

BIDDING DOCUMENTS

Advertisement for Bids C-111

Addendum Acknowledgement Form

Bid Bond

Bid Form

CONDITIONS OF WORK

Construction Change Directive G714

Change Order G701

Application for Certificate of Payment G702

Certificate of Substantial Completion C704

Consent of Surety to Final Payment G070

Consent of Surety to Reduction in or Partial Release of Retainage G070A

GENERAL CONDITIONS

General Conditions of the Contract for Construction

State of WV Supplementary Conditions to A201

WAGE RATES

TECHNICAL SPECIFICATIONS

Preparation/Removal of Existing Pavements (Modified) P-101

Excavation, Subgrade, and Embankment (Modified) P-152

Crushed Aggregate Base Course (Modified) P-209

Asphalt Mix Pavement (Modified) P-401

Cement Concrete Pavement (Modified) P-501

Emulsified Asphalt Tack Coat (Modified) P-603

Joint Sealants for Pavements (Modified) P-605

Concrete for Miscellaneous Structures (Modified) P-610

Pavement Markings (Modified) P-620

Pipe Underdrains (Modified) D-705

Miscellaneous Drainage Structures (Modified) D-752

Seeding (Modified) T-901

Topsoil (Modified) T-905

Mulching (Modified) T-908

Summary 011000

Unit Prices 012200

Alternates 012300

Payment Procedures 012900

Project Management and Coordination 013100

Photographic Documentation 012200

Submittal Procedures 013300

Quality Requirements 014000

Temporary Storm Water Pollution Control 015723

Execution 017300

Closeout Procedures 017700

Selective Demolition 024119

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

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)

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)

BID SCHEDULE

PROPOSED

WHEELING AASF #2 TAXIWAY REPAIR

FOR THE

WV ARMY NATIONAL GUARD

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

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

13 162 LF

4" SOLID PIPE

Item

14 1 LS PAVEMENT MARKINGS

15 1 EA LOWER EXISTING INLET

16 6 EA GROUNDING ROD

17 1 LS LOW PROFILE BARRICADES

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.)

ADDITIVE ALTERNATE #1

Item

18 1,605 SY P-209 CRUSHED AGGREGATE BASE

COURSE

19 1,605 SY

20 2,600 LF

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.)

ADDITIVE ALTERNATE #2

Item

21 1,605 SY P-501 CEMENT CONCRETE PAVEMENT

22 1,605 SY

23 2,600 LF

24 1 EA

GROUNDING POINTS

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.)

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.

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.

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.

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)

CONDITIONS OF WORK

GENERAL CONDITIONS

AIA A201-2017 Supplementary Conditions to Standard form of Agreement Between Owner and Contractor State of West Virginia

Any provisions of the Contract Documents that conflict with these Supplementary Conditions shall be null and void unless they have been approved in writing by the applicable State purchasing officer and the Attorney General, and are clearly identified as such in the bid documents.

The Owner and Contractor hereby agree to the full performance of the covenants contained herein.

IN WITNESS WHEREOF, the Owner and Contractor have entered into this Agreement as of the effective date as stated in the A101-2017 (when utilized) or other Contract Documents.

Owner: Contractor:

By: By:

Title: Title:

Date: Date:

This �ntary C()Dd,itions to AIA Document A201-2017, General Conditions of the Contract for Construction, has been approved as to form on this • ay of \.tbni.D.f � . 2019, by the West Virginia Attorney General's office as indicated in the signature line below.

Any modification of this document is vd1tl unless expressly approved in writing by the West Virginia Attorney General's Office.

PATRICK MORRISEY, ATTORNEY GENERAL

BY1nQIT��

Effective Date: October 1, 2018 Page 12

WAGE RATES

"General Decision Number: WV20260073 05/18/2026

State: West Virginia

Construction Types: Heavy

Counties: West Virginia Counties of Ohio

Modification Number Publication Date 0 01/02/2026 1 05/18/2026

CARP0441-006 12/01/2020

Rates Fringes

CARPENTER, INCLUDES FORM WORK.......................$ 33.80 17.61

ELEC0246-006 10/31/2023

Rates Fringes

ELECTRICIAN.........................................$ 42.50 37.23

ENGI0132-019 12/01/2024

Rates Fringes

POWER EQUIPMENT OPERATOR: GROUP 3 ROLLER............$ 38.08 20.45

POWER EQUIPMENT OPERATOR: GROUP 2 LOADERS UP TO SIX

(6) CUBIC YARD CAPACITY, BACKHOE, BULLDOZERS,

COMPACTOR, FORKLIFT, GRADER/BLADE, MECHANIC,

EXCAVATORS WITH AN OPERATING WEIGHT OF UP TO ONE

HUNDRED TEN THOUSAND (110,000) POUNDS, TRACTOR,

TRENCHER............................................$ 39.19 20.45

POWER EQUIPMENT OPERATOR: GROUP 1 CRANES (ALL

TYPES, INCLUDING TOWER CRANES), LOADERS OF SIX (6)

CUBIC YARD CAPACITY AND OVER, EXCAVATORS WITH AN

OPERATING WEIGHT OF ONE HUNDRED TEN THOUSAND

(110,000) POUNDS AND OVER...........................$ 41.95 20.45

IRON0549-012 12/01/2024

Rates Fringes

IRONWORKER, ORNAMENTAL, REINFORCING AND STRUCTURAL..$ 35.50 29.11

LABO0379-047 12/01/2021

Rates Fringes

LABORER: GROUP 2 CARPENTER TENDER, COMMON OR

GENERAL, DEMOLITION, FLAGGER........................$ 25.26 16.50

LABORER: GROUP 1 BOBCAT OPERATOR (CLEAN

UP/DEMOLITION), CHAIN SAW, CONCRETE SAW(HAND

HELD/WALK BEHIND), CONCRETE WORKER, HAND HELD

DRILL, GRADE CHECKER, MASON TENDER-CEMENT/CONCRETE,

PIPELAYER, WACKER ROLLER OPERATOR...................$ 26.32 16.50

LABO1149-012 12/01/2020

Rates Fringes

LABORER: TAMPER (HAND HELD).........................$ 26.17 16.75

LABORER: JACK HAMMER................................$ 26.17 16.75

LABORER: ASPHALT RAKER..............................$ 26.17 16.75

PAIN1144-006 12/01/2024

Rates Fringes

PAINTER: SPRAY.....................................$ 34.49 17.53

PLAS0926-001 12/01/2025

Rates Fringes

CEMENT MASON/CONCRETE FINISHER......................$ 35.77 27.54

SUWV2012-071 08/13/2012

Rates Fringes

TRUCK DRIVER, DUMP (EXCLUDING OFF THE ROAD TRUCKS)..$ 23.50 11.86

PIPEFITTER..........................................$ 35.86 19.30

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 24.39 15.50

OPERATOR: OILER....................................$ 22.03 14.64

OPERATOR: BOOM.....................................$ 28.71 11.59

OPERATOR: BOBCAT/SKID STEER/SKID LOADER............$ 24.75 14.94

TEAM0175-008 12/07/2015

Rates Fringes

TRUCK DRIVER: TRACTOR HAUL TRUCK....................$ 31.77 15.98

TRUCK DRIVER: PICK-UP TRUCK.........................$ 30.01 15.98

TRUCK DRIVER: OFF THE ROAD TRUCK....................$ 31.77 15.98

TRUCK DRIVER: FLATBED TRUCK.........................$ 30.98 15.98

UAVGWV0016 01/01/2019

LABORER: VIBRATING PLATE............................$ 26.17 16.50

LABORER (MORTAR MIXER)..............................$ 26.17 16.50

UAVGWV0022 01/01/2024

Rates Fringes

POWER EQUIPMENT OPERATOR: DRILL.....................$ 35.19 19.18

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded. If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.65 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract from May 11, 2026, through December 31, 2026. The applicable Executive Order minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than SU , UAVG , SA , or SC denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The SU identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

SU wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The SA identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the SA identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210 Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION

"General Decision Number: WV20260109 05/18/2026

State: West Virginia

Construction Types: Highway

Counties: West Virginia Counties of Brooke, Hancock and Ohio

Modification Number Publication Date 0 01/02/2026 1 05/18/2026

CARP0439-008 12/01/2024

Rates Fringes

CARPENTER...........................................$ 33.80 27.34

ELEC0317-006 10/02/2023

Rates Fringes

TRAFFIC SIGNALIZATION: GROUNDSMAN..................$ 22.12 26.26

ENGI0132-002 12/01/2024

Rates Fringes

OPERATOR: CRANE....................................$ 40.35 20.30

ENGI0132-003 12/01/2024

Rates Fringes

OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE...............$ 37.59 20.30

ENGI0132-004 12/01/2024

Rates Fringes

OPERATOR: BOBCAT/SKID STEER/SKID LOADER............$ 37.59 20.30

ENGI0132-005 12/01/2024

OPERATOR: BROOM/SWEEPER............................$ 37.59 20.30

ENGI0132-030 12/01/2024

Rates Fringes

OPERATOR: BULLDOZER................................$ 37.59 20.30

ENGI0132-031 12/01/2024

Rates Fringes

OPERATOR: DRILL....................................$ 37.59 20.30

ENGI0132-032 12/01/2024

Rates Fringes

OPERATOR: FORKLIFT.................................$ 37.59 20.30

ENGI0132-033 12/01/2024

Rates Fringes

OPERATOR: GRADER/BLADE.............................$ 37.59 20.30

ENGI0132-034 12/01/2024

Rates Fringes

OPERATOR: MILLING MACHINE..........................$ 37.59 20.30

ENGI0132-035 12/01/2024

Rates Fringes

OPERATOR: PAVER/SPREADER/FINISH EQUIPMENT(ASPHALT,

AGGREGATE, & CONCRETE)..............................$ 37.59 20.30

ENGI0132-036 12/01/2024

Rates Fringes

OPERATOR: LOADER (UP TO SIX (6) CUBIC YARD

CAPACITY)...........................................$ 37.59 20.30

ENGI0132-037 12/01/2024

Rates Fringes

OPERATOR: MECHANIC.................................$ 37.59 20.30

ENGI0132-038 12/01/2024

Rates Fringes

OPERATOR: POST DRIVER (GUARDRAIL/FENCES)............$ 37.59 20.30

ENGI0132-039 12/01/2024

OPERATOR: ROLLER...................................$ 36.48 20.30

IRON0549-015 12/01/2024

Rates Fringes

IRONWORKER..........................................$ 35.50 29.11

LADC0001-001 12/01/2024

Rates Fringes

LABORER: COMMON OR GENERAL.........................$ 29.00 17.40

LADC0001-002 12/01/2024

Rates Fringes

TRAFFIC CONTROL PERSON..............................$ 27.91 17.40

LADC0001-004 12/01/2024

Rates Fringes

LABORER: GRADE CHECKER..............................$ 29.00 17.40

LADC0001-006 12/01/2024

Rates Fringes

LABORER: LASER SCREED OPERATOR......................$ 30.03 17.40

LADC0001-007 12/01/2024

Rates Fringes

LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,

SPREADER AND DISTRIBUTOR............................$ 29.00 17.40

LADC0001-010 12/01/2024

Rates Fringes

LABORER: PIPELAYER.................................$ 29.00 17.40

PLAS0926-004 12/01/2025

Rates Fringes

CEMENT MASON/CONCRETE FINISHER......................$ 35.77 27.54

SUWV2022-029 09/11/2024

Rates Fringes

TRUCK DRIVER: DUMP TRUCK...........................$ 28.22 16.15

LABORER: MASON TENDER - CEMENT/CONCRETE............$ 26.74 16.40

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

Union Rate Identifiers

A four-letter identifier beginning with characters other than SU , UAVG , SA , or SC denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

SU wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the SA identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION

TECHNICAL

SPECIFICATIONS

THIS PAGE INTENTIONALLY LEFT BLANK

West Virginia Army National Guard T80-11612

Wheeling AASF#2 Taxiway Repairs

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Contractor's use of site and premises.

4. Coordination with occupants.

5. Work restrictions.

6. Specification and Drawing conventions.

1.2 PROJECT INFORMATION

A. Project Identification: AASF #2

1. Project Location: AASF#2, Wheeling Ohio County Airport, Wheeling, West Virginia

B. Owner: West Virginia Army National Guard

1. Owner's Representative: Jim Skaggs

C. Engineer: The Thrasher Group, Inc.

1. Engineer�s Representative: Nicole Price, PE

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. Work of the Project includes repairing identified sections of concrete located throughout the National Guard�s apron. The repairs included but not limited to saw cutting existing concrete, adding stone subbase, dowel into existing concrete slabs, rebar, concrete, installation of undrains, regrading for positive drainage around the concrete apron and restriping concrete apron and other Work indicated in the Contract Documents.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

SUMMARY 011000 - 2

1.4 CONTRACTOR'S USE OF SITE AND PREMISES

A. Limits on Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways, and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.

Do not use these areas for parking or for storage of materials.

B. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.5 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage.

Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1.6 WORK RESTRICTIONS

A. Comply with restrictions on construction operations.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7 a.m. to 5 p.m., Monday through Friday, unless otherwise indicated.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Owner not less than two days in advance of proposed utility interruptions.

2. Obtain Owner�s written permission before proceeding with utility interruptions.

D. Employee Screening: Comply with Owner's requirements for screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

E. Dust and Foreign Object Debris (FOD): Contractor shall sweep the area after each work day to limit the dust and foreign debris that could be ability to damage aircraft.

F. Smoking and Controlled Substance Restrictions: Use of tobacco products and other controlled substances on Owner's property is not permitted.

SUMMARY 011000 - 3

1.7 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Text Color: Text used in the Specifications, including units of measure, manufacturer and product names, and other text may appear in multiple colors or underlined as part of a hyperlink; no emphasis is implied by text with these characteristics.

3. Hypertext: Text used in the Specifications may contain hyperlinks. Hyperlinks may allow for access to linked information that is not residing in the Specifications. Unless otherwise indicated, linked information is not part of the Contract Documents.

4. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.

C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

UNIT PRICES 012200 - 1

SECTION 012200 - UNIT PRICES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

1.2 DEFINITIONS

A. Unit price is a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.3 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price No. 1: Mobilization

1. Description: This item of work shall consist of, but is not limited to, work and operations necessary for the movement of personnel, equipment, material and supplies to and from the project site for work on the project except as provided in the contract as separate pay items

2. Unit of Measurement: Lump Sum

UNIT PRICES 012200 - 2

3. Basis of Payment: Made under Item 01- Mobilization

B. Unit Price No. 2 � Silt Fence:

1. Description: This item of work shall consist of the materials, personnel, and equipment for the installation and removal of silt fence.

2. Unit of Measurement: Per linear foot

C. Unit Price No. 3 � Inlet Protection:

1. Description: This item of work shall consist of the materials, personnel, and equipment for the installation and removal of inlet protection.

2. Unit of Measurement: Per Each Unit

D. Unit Price No. 4 � Cold Milling:

1. Description The unit of measure for cold milling shall be 2 inches of milling per square yard. The location and average depth of the cold milling shall be as shown on the plans.

If the initial cut does not correct the condition, the Contractor shall re-mill the area and will be paid for the total depth of milling.

2. Unit of Measurement: Per Square Yard

E. Unit Price No. 5 � Regrading of Edges

1. Description: This item of work shall consist of the regrading of positive drainage away from the edge of concrete and road pavement where applicable. This cost shall include the installation of new swales. Any excess material shall be stockpiled onsite and should be made incidental to the lump sum price.

2. Unit of Measurement: Lump Sum.

F. Unit Price No. 6: Undercut:

1. Description: This item of work shall consist of excavating unsuitable material. The excavated material shall be backfilled with suitable material obtained from the grading operations and compacted to specified densities. All unsuitable material shall remain onsite and placed in designated area identified by Owner.

2. Unit of Measurement: Per cubic yard.

G. Unit Price No. 7 � P-209 Crushed Aggregate Base Course

1. Description: The quantity of crushed aggregate base course will be determined by material constructed and accepted by the Engineer as complying with the plans and specifications. Base materials shall not be included in any other excavation quantities.

This price shall be full compensation for furnishing all materials, for preparing and placing these materials, and for all labor, equipment tools, and incidentals necessary to complete the item.

2. Unit of Measurement: Square yards

UNIT PRICES 012200 - 3

H. Unit Price No. 8- P-501 Cement Concrete Pavement

1. Description: Payment shall be full compensation for all labor, materials, tools, equipment, and incidentals required to complete the work as specified herein and on the drawings.

a. The cost to saw cut and remove existing concrete shall be made incidental to the square yard price of the P-501 Concrete Pavement.

b. The cost of the dowels and reinforcement shall be made incidental to the square yard price of the P-501 Concrete Pavement.

2. Unit of Measurement: Square Yards of reinforced pavement in place.

I. Unit Price No. 9- P-401 Asphalt Mix Pavement

1. Description: The price shall be full compensation for furnishing all materials, for all preparation, mixing, testing, and placing of these materials and for all labor, equipment, tool, and incidentals necessary to complete the item.

a. The cost of tack coat shall be made incidental to the tonnage of asphalt.

2. Unit of Measurement: Tons determined by batch weight or truck scale weights

J. Unit Price No. 10- P-605 Joint Sealants for Pavements

1. Description: The price shall be full compensation for furnishing all materials, for all preparation, delivering, and placing of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item.

2. Unit of Measurement: Linear Foot of sealant in place, completed and accepted.

K. Unit Price No. 11 � Slopewall for Underdrain:

1. Description: This price shall be full compensation for furnishing all materials, preparation, labor, installation, equipment, tools and incidentals necessary to complete this item.

2. Unit of Measurement: Per Each

L. Unit Price No. 12 � 4� Underdrain

1. Description: Pipe underdrains, complete (including excavation and porous backfill and filter fabric) shall be made at the contract unit price per linear foot complete (including porous backfill and filter fabric.

2. Unit of Measurement: The length of pipe shall be the number of linear feet of pipe underdrains in place, completed, and approved; measured along the centerline of the pipe from end or inside face of structure to the end or inside face of structure, whichever is applicable. All fittings shall be included in the footage as typical pipe sections in the pipeline being measured.

M. Unit Price No. 13 � 4� Solid Pipe

1. Description: Solid pipe, complete (including excavation and backfill) shall be made at the contract unit price per linear foot complete

UNIT PRICES 012200 - 4

2. Unit of Measurement: The length of pipe shall be the number of linear feet of pipe solid pipe in place, completed, and approved; measured along the centerline of the pipe from end or…

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