IFB Solicitation - VA ST FB KNGMN-WLKR GTS.pdf

SOLICITATION

IFB No. 693C73- 26-B-000014

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VA ST FB KNGMN-WLKR GTS

THE DEPARTMENT OF THE U.S. ARMY

Fort Belvoir - Kingman Gate Fort Belvoir- Walker Gate.

Contract No.

ADDRESS:

CONTRACTOR:

This Contract Cites

VDOT 2020 Road and Bridge Specifications, as

Amended by EFLHD Specifications

U.S. Customary Units

STATE

COUNTY

AGENCY

Virginia

Fairfax

US Army Corps of Engineers

TYPE OF IMPROVEMENT

Geometric improvement at the following two entrance at the Army Base

Fort Belvoir - Kingman Gate The project involves geometric improvements at the intersection of Fairfax County Parkway (Route 286) and Fort Belvoir's Kingman Gate (Kingman Road). The scope includes constructing an additional left-turn lane from southbound Fairfax County Parkway to Kingman Road, along with an added receiving lane on Kingman Road.

The improvements will also include modifications to the existing traffic signal at the intersection.

Fort Belvoir- Walker Gate The project involves geometric improvements at the intersection of Mount Vernon Highway (Route 235) and Fort Belvoir's Walker Gate. The scope includes extending the existing left-turn lane to increase storage capacity based on future traffic conditions, along with the installation of a new traffic signal.

Project Length Totals For Parking Areas, Lane Miles is calculated as SQFT/11ft (nominal) lane

0.94 2.20

Schedule Parking Area Roadway / Parking Area / Other Stations / SQFT Linear

Feet Route Miles

Lane Miles

A Fort Belvoir - Kingman Gate -Fairfax County Parkway

10219 To 11903 1,684 0.32 0.96

A Fort Belvoir - Kingman Gate -John J Kingman Rd

20000 To 20775.21 775 0.15 0.30

B

Fort Belvoir- Walker Gate. Mt Vernon Memorial Highway

30200 To 32308

2,108 0.40 0.80

B Fort Belvoir- Walker Gate. MT Vernon Rd

40147 To 40507 360 0.07 0.14

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 3

Checklist for Bid Submission 1 through 3

*SF-1442 Solicitation, Offer, and Award 1 through 5

Statement of Work 1 page

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-13

*SF-24 Bid Bond C-1 through C-4

FEDERAL ACQUISITION REGULATION & TRANSPORTATION ACQUISITION

REGULATION SOLICITATION PROVISIONS & CONTRACT CLAUSES

Index to Federal and Transportation Acquisition Regulations 1 through 6

Representations and Certifications (SAMs online) D-1 through D-4

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-6

Minimum Wage Schedule F-7 through F-13

*General Contract Requirements G-1 through G-11

Construction Contract Requirements H-1 through H-7

Special Contract Requirements J-1 through J-124

Section K K-1 through K-3

Permits Obtained for this Project 1 through 30

SPECIFICATIONS ON SAM.GOV

Virginia Department of Transportation (VDOT) 2020 Road and Bridge

Specifications

1 through 1065

2022 Supplement to the VDOT 2020 Road and Bridge Specifications 1 through 92

Plans 1 through 213

Categorical Exclusion Form (NEPA) 1 through 39

Geotech Memo 1 through 176

TABLE OF CONTENTS

*Subcontracting Plan 1 through 5

*Bidder’s Qualification Form 1 through 7

*Federal Contractor Veterans’ Employment Report VETS-4212 1 through 5

*BOLD-FACED ITEMS ARE TO BE INCLUDED WITH THE

BID SUBMITTAL PACKAGE*

NOTICE TO BIDDERS

CONTRACT FORMAT:

Bidders should note that the format of this contract is in accordance with Federal Acquisition

Regulations (FAR), promulgated by the General Services Administration (GSA), effective April 1, 1984, including all applicable revisions. Applicable FAR provisions and clauses are incorporated in this contract by reference or full text as indicated in the INDEX before the D-pages in this booklet. FAR provisions and clauses incorporated by reference can be accessed on the Internet website at https://www.acquisition.gov/. Bidders are encouraged to review the documents thoroughly before submitting a bid.

INVITATION FOR BIDS BOOKLET AND BID SUBMITTAL:

It is the responsibility of the Bidder to verify that this bid is complete as listed in the Table of Contents.

The Bidder is responsible for submitting all required forms and documents with the bid. Bidders should use the Checklist for Bid Submission included in this booklet to check that their bids are complete.

CONSTRUCTION CONTRACTS:

The Contractor shall perform on the site, and with its own organization, work equivalent to at least 50%.

Additional guidance is given in FAR Subpart 35.005 where the majority of the project work is complex and specialized such as restoration work, bridge painting, and proprietary construction techniques (i.e.

proprietary Cintec arch strengthening.) There are exceptions and they will be reviewed on a case-by-case basis.

HAZARDOUS MATERIALS IDENTIFICATION AND MATERIAL SAFETY DATA:

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data, the apparent low Bidder must submit prior to award a Material Safety Data Sheet (MSDSs) for all hazardous materials that the Bidder identifies in paragraph (b) of this clause in Section G of this booklet. Failure to submit MSDSs may render the Bidder ineligible for award of contract. The apparent low Bidder should submit their MSDSs within two weeks after bid opening.

ATTENTION LARGE BUSINESSES - UTILIZATION OF SMALL BUSINESS CONCERNS:

All bidders that are large businesses should note their responsibilities in the awarding of subcontracts in accordance with FAR Clause 52.219-8, Utilization of Small Business Concerns. An awardee, if a large business concern, should note its responsibility to establish and conduct a subcontracting plan in accordance with FAR Clause 52.219 9, Alternate I, Small Business Subcontracting Plan. If the apparently successful bidder selected for award is a LARGE BUSINESS, then that bidder is required to submit a subcontracting plan prior to contract award. If the apparently successful bidder fails to submit a subcontracting plan within the time limit prescribed by the Contracting Officer, the bidder will be ineligible for award. PLEASE NOTE: A blank subcontracting plan is included in this solicitation package as a separate document for your use.

INTERNET BASED DATABASES - REQUIRED INPUT:

Per FAR Provision 52.204-7, bidders are required to be registered in the System for Award

Management (SAM) at the time a bid is submitted and at the time of award.

Access the following web site to register: https://www.sam.gov/.

Per FAR Clause 52.204-13, contractors shall maintain an active SAM registration during contract performance through final payment under a contract. This includes reviewing at least annually its registration in SAM and validating that the information is current, accurate, and complete.

https://www.acquisition.gov/ https://www.sam.gov/

NOTICE:

System updates may lag policy updates. The System for Award Management (SAM) may continue to require entities to complete representations based on provisions that are not included in agency solicitations. Examples include 52.222-25, Affirmative Action Compliance, and paragraph (d) of 52.212-

3, Offeror Representations and Certifications—Commercial Products and Commercial Services.

Contracting Officers will not consider these representations when making award decisions or enforce requirements. Entities are not required to, nor are they able to update their entity registration to remove these representations in SAM.

According to FAR 22.1302-1(b) federal contractors and sub-contractors MUST complete the required annual Vets-4212 Form in order to be eligible for a contract award. It can be completed online at http://www.dol.gov/vets/vets4212.htm. The annual filing period for Form VETS-4212 is August 1 through September 30. Reports filed before August 1 will be treated as part of the previous year’s filing cycle. Federal contractors and subcontractors who are required to file a form VETS-4212 can submit their forms electronically by using either the VETS-4212 Reporting Application or batch filing process, or by using the paper form by email or U.S. mail. It is recommended that you file your form electronically at https://vets4212.dol.gov/vets4212. Please visit http://www.dol.gov/vets/vets4212.htm for more information on the reporting process.

PAYMENT:

Bidders are advised to review the Standard Specifications for Construction of Roads and Bridges on

Federal Highway Projects (FP), subsection 109.05, concerning direct and indirect payment included under a pay item in the bid schedule.

PROGRESS PAYMENTS:

ALL payments will be made via Electronic Funds Transfer (EFT) as such; the payment information in

SAM must be accurate in order for contractors’ invoices to be considered proper invoices for the purpose of prompt payment under DOT contracts. Contractors must input and maintain (update as necessary) their EFT information in the SAM database. Bidders are advised that under FAR Clause

52.232 5, Payments Under Fixed Price Construction Contracts, upon request, progress payments will include premiums paid by the Contractor to obtain performance and payment bonds as required under this contract. These payments shall not be made in addition to the contract price. As specified in the FP, “Section 151 - MOBILIZATION”, payments for performance and payment bond premiums shall be included in mobilization.

WELFARE-TO-WORK INITIATIVE:

The President’s Welfare Reform Bill was initiated to assist welfare recipients and hopefully aid welfare recipients to find gainful employment. In support of this bill, Contractors are encouraged to hire welfare recipients whenever possible and to use welfare recipients in performance of duties on Government contracts.

INCREASING SEAT BELT USE IN THE UNITED STATES:

The President’s Executive Order 13043 dated April 16, 1997, was issued to increase the use of seat belts in the United States. In support of this Order, contractors and subcontractors are encouraged to adopt and enforce on-the-job seat belt policies for their employees when operating company-owned, rented, or personally owned vehicles.

http://www.dol.gov/vets/vets4212.htm https://vets4212.dol.gov/vets4212

OBTAINING SOLICITATION DOCUMENTS:

Invitation For Bid (IFB) documents will not be mailed. All solicitation documents are available for direct download from the Contract Opportunities website: https://sam.gov/. Contractors are encouraged to register on the website (for this specific project) in order to receive automatic notifications when a document is added or updated for this specific project. All questions about this construction project must be emailed to the following address: eflhd.contracts@dot.gov.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MONITORING THE WEB PAGES

NOTED ABOVE FOR ALL CHANGES TO THE SOLICITATION AND ACTING ON THOSE

CHANGES.

PLEASE NOTE: For security reasons, individuals requiring access to all government buildings must present a valid photo ID and be escorted to their destination by a Government employee. All visitors attending bid openings are urged to arrive at least 1 hour prior to a scheduled bid opening. All visitors must sign in at the main entrance of the Quantum Park facility and wait to be escorted by a Government employee to Eastern Federal Lands Highway Division (EFLHD) in Suite 200. Visitors must then register with the EFLHD Receptionist. A Government employee will collect all bids. Prior to the bid opening, a

Government employee will escort all bidders to the bid opening. Unescorted visitors will be denied entry, and no exceptions will be made.

PLEASE NOTE ELECTRONIC BIDS WILL BE ACCEPTED VIA EMAIL ONLY

AT EFLHD.CONTRACTS@DOT.GOV. Bids sent to any other email address besides

EFLHD.Contracts@dot.gov will not be accepted. Bids will not be accepted via facsimile. Bids submitted via external, cloud-based, file storage services such as OneDrive, etc. shall not be accepted. The government will not click on links sent via email to access bid documents. Hand-delivered bids are not recommended unless the contractor is also attending the bid opening.

https://sam.gov/ mailto:eflhd.contracts@dot.gov mailto:EFLHD.CONTRACTS@DOT.GOV mailto:EFLHD.Contracts@DOT.GOV

CHECKLIST FOR BID SUBMISSION

The following is a checklist of items included in the bid package that are required to be completed and returned (or filled in on-line) to the address in Block 7 of the Standard Form 1442, Solicitation, Offer, and Award (page 1). This checklist is for informational purposes only and is not required to be filled out by the bidder. Failure to submit a complete bid may be cause to reject your bid.

PLEASE NOTE ELECTRONIC BIDS WILL BE ACCEPTED VIA EMAIL ONLY AT

EFLHD.CONTRACTS@DOT.GOV. Bids sent to any other email address besides

EFLHD.Contracts@dot.gov will not be accepted. Bids will not be accepted via facsimile. Bids submitted via external, cloud-based, file storage services such as OneDrive, etc. shall not be accepted. The government will not click on links sent via email to access bid documents. Hand-delivered bids are not recommended.

1. Bid Envelope (If the Bidder elects not to send the bid electronically via email to

EFLHD.Contracts@dot.gov):

a. Addressed as shown in Block 7 of SF-1442

b. In the lower left corner, indicate the following: Solicitation No., Project Name & Number, and mail to Suite E2-3-300, ATTENTION: ACQUISITIONS. If bids are hand-delivered, bring them to the main entrance of Quantum Park, and ask for the Federal Highway Administration

(EFLHD) Receptionist to be contacted and an EFLHD representative will come to collect the bid. Hand-delivered bids are not recommended.

2. Standard Form 1442: Solicitation, Offer and Award

a. Block 14: Name and Address of Bidder.

b. Block 15: Telephone Number of Bidder

c. Block 16: Remittance Address if different from Block 14.

d. Block 19: All Amendments Acknowledged, with dates of Amendments.

e. Block 20: Bid is signed and dated.

3. Bid Schedule - (Pages B-1 through B-13)

a. Unit bid price and bid amount provided for each pay item in numbers.

b. Corrections initialed.

c. Price Evaluation eligibility is indicated on the Bid Summary page.

4. Standard Form 24, Bid Bond (Pages C-1 through C-4) (Required if bid guarantee is bid bond)

a. Date executed

b. Legal name and address of bidder.

c. Type of organization.

d. State of incorporation (if applicable).

e. Name and business address of Treasury approved surety.

f. Penal sum of bond (not less than 20% of bid total).

g. Bid identification.

h. Signature of Bidder

i. Seal, if corporation

j. Signature of Surety

k. Seal, if corporation

BIDS RECEIVED WITHOUT A VALID BID BOND WILL BE REJECTED.

mailto:EFLHD.CONTRACTS@DOT.GOV mailto:EFLHD.Contracts@dot.gov

5. Power of Attorney

a. Dated on or before execution date of bond

b. Power has original signature of surety, or is embossed with surety’s seal in the certification section

BIDS RECEIVED WITHOUT A VALID POWER OF ATTORNEY WILL BE REJECTED.

6. Fill-ins. The following full text Clauses and/or Provisions shall be checked or filled in and returned with the bid package:

a. 52.219-4 – HUBZone ONLY - See Section F, Provision 52.219-4, paragraph “b”, check block if waiver is applicable.

7. Bidder’s Qualifications form (provided separately as part of the Bid Documents

Package). Form completed, signed and submitted with bid

8. Subcontracting Plan - Large Businesses Only: Submittal with the bid is not mandatory, but it is encouraged, as it will speed up the award process should your firm be the apparent low bidder.

Legislated subcontracting goals: (15 USC 644 (g)(1)

• 43.02% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBZone

• 5% - Woman-Owned Small Business (WOSB)

• 5% - Service-Disabled Veteran-Owned Small Businesses (SDVOSB)

9. System for Award Management (SAM): The contractor is currently registered in the

System for Award Management (SAM) database at https://www.sam.gov/ at the time the bid is submitted. If the contractor elects to not have its active SAM registration viewable by the public, then the contractor must submit a copy with the bid.

10. Online Representations and Certifications Application: The contractor’s

Representations and Certifications have been input online via the electronic database at https://www.sam.gov/.

11. VETS - 4212 Reporting: The contractor has completed the annual reporting requirement online at http://www.dol.gov/vets/vets4212.htm. The annual filing period for Form VETS-4212 is

August 1 through September 30. Reports filed before August 1 will be treated as part of the previous year’s filing cycle. Federal contractors and subcontractors who are required to file a form VETS-

4212 can submit their forms electronically by using either the VETS-4212 Reporting Application or batch filing process, or by using the paper form by email or U.S. mail. It is recommended that you file your form electronically at https://vets4212.dol.gov/vets4212. Please visit http://www.dol.gov/vets/vets4212.htm for more information on the reporting process

12. INVOICING FOR PAYMENTS: The Contractor affirms that it does not operate any diversity, equity, and inclusion (DEI) initiatives that are inconsistent with the Equal Protection principles of the Constitution and the non-discrimination requirements of Federal law, as interpreted by the Supreme Court in Students for Fair Admissions v. Harvard, 600 U.S. 181 (2023).

http://www.dol.gov/vets/vets4212.htm https://vets4212.dol.gov/vets4212

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

DATA IN THE ABOVE DATABASES IS CORRECT EACH TIME A BID PACKAGE

IS SUBMITTED. FAILURE TO PROPERLY INPUT AND/OR UPDATE YOUR DATA

PRIOR TO BID SUBMISSION MAY CAUSE THE BID TO BE REJECTED.

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

SUITE E2-3-300

693C73

ATTN: Acquisition & Contracts

ASHBURN VA 20147

See Block 7

DAVID BOGNER

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

EFLHD.Contracts@dot.gov

See Block 10 x

06/23/2026

693C7326B000014

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

This Invitation for Bids is for the Fort Belvoir - Kingman & Walker Gates, Project No. VA ST FB KNMGN-WLKR GTS, located in Fairfax County, Virginia in strict accordance with the Solicitation/Contract instructions, notices, clauses, provisions, items listed below, and for the quantities of work actually performed at the unit prices as bid in the Bid Schedule, including all applicable Federal, State, and local taxes.

Virginia Department of Transportation (VDOT) 2020 Road and Bridge

Specifications, pages 1 through 1065.

2022 Supplement to the VDOT 2020 Road and Bridge Specifications, pages 1 through 92.

Bid Schedule, Section B - pages B-1 through B-13.

Special Contract Requirements, Section J - pages J-1 through J-124.

Plans, Sheets 1 through 213.

Categorical Exclusion Form (NEPA), pages 1 through 39.

Geotech Memo, pages 1 through 176.

Permits, pages 1 through 30.

Issuance of this solicitation does not guarantee that an award will be made. Any resulting awards are subject to the availability of funding and the discretion of the awarding entity, including cancellation or amendment based on a determination of change in agency needs.

11. The Contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 760 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

07/23/2026

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 8/2014)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

EFLHD-CO

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

SUITE E2-2-200

ATTN: CONSTRUCTION

ASHBURN VA 20147

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 8/2014) BACK

FFEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

A/P Branch, AMZ-150 PO Box 25710 OR E-MAIL

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City OK 73125

Block 26

CONTINUATION OF SF 1442

Block 2:

This project is UN-RESTRICTED - Bids will be accepted from ALL eligible business concerns.

This procurement falls under North American Industry Classification System (NAICS) code 237310 - Highway, Street, and Bridge Construction (see FAR 19.103).

The award of this project is subject to a 10% price evaluation preference for eligible

HUBZone Small Business Concerns (must be on the SBA listing) (see FAR Provision

52.219-4).

Electronic bids will be accepted via email sent to EFLHD.Contracts@dot.gov. Please be sure to indicate the solicitation number, project number, and ATTN: David Bogner on the subject line of your email. Bids submitted via external, cloud-based, file storage services such as OneDrive, etc. shall not be accepted. The government will not click on links sent via email to access bid documents. Please note you must include a scanned copy of your official bid bond along with your bid documents if you submit your bid electronically.

Block 9:

PHYSICAL DATA AVAILABLE FOR REVIEW

1. Virginia Department of Transportation (VDOT) 2020 Road and Bridge

Specifications

2. 2022 Supplement to the VDOT 2020 Road and Bridge Specifications

3. Manual on Uniform Traffic Control Devices for Streets and Highways, most current edition, published by the Federal Highway Administration. https://mutcd.fhwa.dot.gov/.

4. Categorical Exclusion Form (NEPA)

5. Geotech Memo

6. Permits

Data and information furnished or referred to above is for the Contractor's information.

The Government shall not be responsible for any interpretation of, or conclusion drawn from the data or information by the Contractor.

A Government representative can be available to show the project to prospective bidders.

All requests for site visits see Section E of the solicitation and e-mail all questions concerning this construction project to the following e-mail address eflhd.contracts@dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

https://mutcd.fhwa.dot.gov/ mailto:eflhd.contracts@dot.gov

Block 11:

Maximum time allowed for the contract if Schedules A and B are awarded at the same time:

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 760 calendar days.

Maximum time allowed for each schedule of work if awarded separately:

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 420 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 340 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

Schedule B (Government Option 1) cannot begin until the completion of Schedule A.

See Completion of Work section of the B-Pages – Bid Schedule Instructions for further information. The completion time for the contract is not to exceed the maximum time above. Work restrictions can be found in SCR Sections 108 and 156.

Notice to Proceed will be issued within 30 days following receipt of acceptable performance and payment bonds. (Actual Notice to Proceed date will be 10 days from issuance or the date specified in the Notice.)

Block 12A:

Furnish performance and payment bonds in accordance with FAR Clause 52.228-15.

Block 13:

A bid guarantee in the amount of not less than 20 percent of the bid price or $3 million, whichever is less, is required with this bid. If the bidder fails to provide the required bid guarantee, such failure may require rejection of the bid. Reference FAR Provision

52.228-1, Bid Guarantee. Please note you must include a scanned copy of your official bid bond along with your bid documents if you submit your bid electronically.

Block 17:

Amounts should be completed as follows:

Schedule A - $

Schedule B (Option 1) - $

Other:

The estimated price is expected to fall within the price range of $6,000,000 to

$8,000,000.

Responsibility of bidders shall be evaluated in accordance with the information provided on the Bidder's Qualification Form, which can be downloaded from the Contract

Opportunities website located at http://SAM.gov. WDOT 2020 Road and Bridge

Specifications, as Amended by EFLHD Specifications, is provided with the solicitation package and can be downloaded from the Contract Opportunities website located at http://SAM.gov.

Electronic bids must contain the required signatures (electronic or by hand). Bids submitted via external, cloud-based, file storage services such as OneDrive, etc. shall not be accepted. The government will not click on links sent via email to access bid documents.

If you elect not to submit your bid electronically to EFLHD.Contracts@dot.gov, then please mail your bid to:

Federal Highway Administration - Eastern Federal Lands Highway Division

ATTN: ACQUISITIONS

Quantum Park

22001 Loudoun County Parkway

Suite E2-3-300

Ashburn, VA 20147

Subcontracting Goals:

Required from all other than small businesses when the requirement is expected to exceed $900,000 ($2,000,000 for Construction) [FAR 19.109]. The Contracting Officer, along with review and advisory comments from the Office of Small Disadvantaged

Business Utilization (OSDBU), is responsible for approving a reasonable and realistic plan [FAR 19.206-3] [TAM 1219.201(e)(6)]. The legislated subcontracting goals are as shown below. A copy of each subcontracting plan (or contractor statement that no subcontracts are to be awarded) must be provided to OSDBU within 7 days of contract award [TAM 1219.705-5 and - 6].

Legislated subcontracting goals (15 USC 644 (g)(1):

• 43.02% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBZone Small Businesses

• 5% - Women-Owned Small Businesses (WOSB)

• 5% - Service-Disabled Veteran-Owned Small Businesses (SDVOSB) http://sam.gov/

STATEMENT OF WORK

Sealed bids from all business concerns will be accepted for the Fort Belvoir – Kingman &

Walker Gates, Project VA ST FB KNGMN-WLKR GTS, Solicitation Number 693C73-26-B-

000014, located in Fairfax County, Virginia. The project consists of geometric road improvements, constructing an additional left-turn lane, extending a left-turn lane, constructing a receiving lane, installation and modifications of traffic signals, and other miscellaneous work.

The project will be split into multiple work schedules/contract options, with the cost of the entire project expected to fall within the price range of $6,000,000 to $8,000,000.

The performance period to complete all contract work will be 760 calendar days after the issuance of the Notice to Proceed.

Schedule B (Government Option 1) cannot begin until the completion of Schedule A.

BID SCHEDULE INSTRUCTIONS

PROJECT: VA ST FB KNGMN-WLKR GTS

BIDDERS PLEASE NOTE: Before preparing the bid, carefully read the Instructions to

Bidders. When preparing the bid, comply with the following:

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount Bid have been inserted by the Government for a pay item, do not change the Unit

Bid Price and Amount Bid for the pay item. Determine the Bid Total for each specific individual

Schedule of Work by adding the amounts of the listed items and show in the block provided for that individual Schedule of Work. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, bidders must submit prices for each pay item.

Review Subsection 109.05 of the FP (standard specifications book) regarding scope of payment for direct and indirect payment work.

Fill in the Bid Total(s) for each individual Schedule of Work as directed on the Bid Summary page. Fill in the Evaluation Total Price of Project in the space provided on the Bid Summary page.

The amount in Block 17 of the SF 1442 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

SCHEDULES OF WORK

The Bid Schedule is comprised of the following separate schedules and options:

Schedule A (Base Contract) - Pages B-1 through B-7

Schedule B (Government Option 1) - Pages B-8 through B-12

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedule B (Government Option 1); see FAR Provisions 52.217-4 and 52.217-5.

The purpose of the multiple schedules and options is to give the Government maximum flexibility in completing the project in a timely manner and at a cost-effective price by proper utilization of programmed funds and upon receipt of any additional funds required to award the contract. If complete funding is in place at the time of award of Schedule A (Base Contract), the Government may award Schedule B (Government Option 1) at that time. If additional funding is required for the award of Schedule B (Government Option 1), and is received after the award of Schedule A (Base Contract), the Government has the right to exercise

Schedule B (Government Option 1) at the unit prices bid according to the following schedule:

Schedule B (Government Option 1): No later than the contract completion date for Schedule A

(Base Contract).

COMPLETION OF WORK

The Government has estimated the number of calendar days necessary to complete all work from the effective date of the Notice to Proceed to contract completion for the various award scenarios. The maximum number of calendar days allowed (i.e., the contract performance period) is shown in Block 11 of the SF-1442 and described below.

If the Government awards the contract as Schedules A + B, the performance period to complete all work will be 760 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 420 calendar days and will start on the effective date of

Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 340 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

In developing a construction schedule to determine the number of calendar days, the Government considered and included the work limitations shown in Sections 108 and 156 of the FP and

Special Contract Requirements (SCRs). Specific work limitations may be (but are not limited to):

National legal holidays, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. The Government also considered those work items that are weather sensitive and when those work items will be performed. Specific work items are (but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry, etc.); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc.); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc.). The Government also considered time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the FP and SCRs).

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidder with the lowest Evaluation

Total Price of Project, which is defined as:

Schedule A (Base Contract) Bid Total +

Schedule B (Government Option 1) Bid Total.

BID SCHEDULE

Project No : VA ST FB_KNGMN/WLKR GTS Schedule : A

Project Name : Fort Belvoir – Kingman Gate & Walker Gate

Schedule Type : Base

Contract Quantity Pay Items

No Contract Quantity Pay Items

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

A0100 15101-0000 MOBILIZATION ALL LPSM

A0110 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

A0120 15401-0000 CONTRACTOR

TESTING ALL LPSM

A0130 15701-0000 SOIL EROSION

CONTROL ALL LPSM

A0140 20101-0000

CLEARING AND

GRUBBING

(VDOT SECTION 301

CLEARING AND

GRUBBING)

1.500 ACRE

A0150 20201-0000

SELECTIVE CLEARING (VDOT SECTION 601

SELECTIVE TREE

REMOVAL TRIMMING

AND CLEANUP)

0.800 ACRE

A0160 20301-1400

REMOVAL OF INLET (VDOT SECTION 510

NS REMOVE EXIST.

DROP INLET)

4.000 EACH

A0170 20301-1500

REMOVAL OF LIGHT

POLE

(VDOT SECTION 703

REMOVE EXISTING

POLE)

2.000 EACH

A0180 20301-1500

REMOVAL OF LIGHT

POLE

(VDOT SECTION 703

REMOVE EXISTING

SIGNAL AHEAD)

8.000 EACH

A0190 20301-1700

REMOVAL OF

MANHOLE

(VDOT SECTION 703

REMOVE EXISTING

MANHOLE/JUNCTION

BOX)

2.000 EACH

A0200 20301-2000

REMOVAL OF PIPE

END SECTION

(VDOT SECTION510

NS REMOVEEXIST.

ENDWALL)

3.000 EACH

A0210 20301-2200

REMOVAL OF SIGN

AND STONE

FOUNDATION

(VDOT SECTION 703

REOMVE EXISTING

FOUNDATION)

2.000 EACH

A0220 20301-2400

REMOVAL OF SIGN (VDOT SECTION 510

NS REMOVE

EXISTING SIGN

PANEL)

14.000 EACH

A0230 20302-0300

REMOVAL OF CURB

AND GUTTER,

CONCRETE

(VDOT SECTION 510

REMOVE COMB.

CURB AND GUTTER)

1,000.000 LNFT

A0240 20302-1200

REMOVAL OF

GUARDRAIL

(VDOT SECTION 505

REMOVE EXISTING

GUARDRAIL)

1,800.000 LNFT

A0250 20302-2100

REMOVAL OF PIPE

CULVERT

(VDOT SECTION 510

NS REMOVE EXIST.

(STORM PIPE))

183.000 LNFT

A0260 20302-2310

REMOVAL OF CABLE

LINE

(VDOT SECTION 510

NS REMOVE EXIST.

CONDUCTOR CABLE)

3,339.000 LNFT

A0270 20303-1000

REMOVAL OF

MEDIAN, CONCRETE

(VDOT SECTION 510

NS REMOVAL

CONCRETE MEDIAN)

51.000 SQYD

A0280 20303-1600

REMOVAL OF

PAVEMENT, ASPHALT

(VDOT SECTION 508

DEMOLITION OF

PAVEMENT FLEXIBLE)

7,611.000 SQYD

B-1Bid Schedule Project: VA ST FB_KNGMN/WLKR GTS, Fort Belvoir – Kingman Gate & Walker Gate

A0290 20315-0000 SAWCUTTING

PAVEMENT

(1 VDOT SECTION 703

LOOP SAWCUT 5/8") 500.000 LNFT

A0300 20315-0000 SAWCUTTING

PAVEMENT

(2 VDOT SECTION 703

LOOP SAWCUT 3/8") 804.000 LNFT

A0310 20315-0000

SAWCUTTING

PAVEMENT

(3 VDOT SECTION 315

NS SAW-CUT ASPH

CONC)

3,264.000 LNFT

A0320 20401-0000

ROADWAY

EXCAVATION

(VDOT SECTION 303

REGULAR

EXCAVATION)

14,000.000 CUYD

A0330 20403-0000

UNCLASSIFIED

BORROW

(1 VDOT SECTION 305

SELECT MATL. TY. I

MIN. CBR-30)

145.000 CUYD

A0340 20403-0000

UNCLASSIFIED

BORROW

(2 VDOT SECTION 305

BORROW

EXCAVATION)

1,500.000 CUYD

A0350 20410-0000

SELECT BORROW (VDOT SECTION 305

SELECT MATL. TY. II

MIN. CBR-30)

11,000.000 CUYD

A0360 20702-0200

GEOTEXTILE FILTER,

CLASS 1, TYPE B

(VDOT SECTION 303

GEOTEXTILE FABRIC

(CLASS B))

2,600.000 SQYD

A0370 20702-0200

GEOTEXTILE FILTER,

CLASS 1, TYPE B

(VDOT SECTION 305

GEOTEXTILE

SUBGRADE

STABILIZATION-

MOISTURE BARRIER)

55.000 SQYD

A0380 20804-0000

STRUCTURAL

BACKFILL

(VDOT SECTION 401

SELECT BACKFILL

ABUTMENT ZONE)

20.000 TON

A0390 21302-0000 LIME (VDOT SECTION 306

LIME) 8.000 TON

A0400 25102-0000 PLACED RIPRAP,

METHOD A

(VDOT SECTION 414

DRY RIPRAP CL.I 26") 2,584.000 TON

A0410 25102-0000

PLACED RIPRAP,

METHOD A

(VDOT SECTION 414

EROSION CONTROL

STONE CLASS I, EC-0)

2.000 TON

A0420 25605-0000

PERFORMANCE TEST (VDOT SECTION 700

NS UTILITIES TEST

HOLES UNPAVED

AREA)

3.000 EACH

A0430 25605-0000 PERFORMANCE TEST (VDOT SECTION 700

TEST BORE) 2.000 EACH

A0440 30101-0000

AGGREGATE BASE (VDOT SECTION 308

AGGR. BASE MATL.

TY. I NO. 21A)

190.000 TON

A0450 30210-0000

BEDDING AND

BACKFILL

AGGREGATE

(VDOT SECTION 308

AGGR. BASE MATL.

(PLAIN) TY. I NO. 21B)

35.000 CUYD

A0460 30702-0000

CEMENT TREATED

AGGREGATE COURSE

(VDOT SECTION 307

CEMENT STAB.

AGGR. MATL. NO.

21A)

4,500.000 TON

A0470 40101-0100

ASPHALT CONCRETE

PAVEMENT,

GYRATORY MIX, 3/8-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, <0.3

MILLION ESAL

(VDOT SECTION 315

ASPHALT CONC.TY.

SM-9.5A)

85.000 TON

A0480 40101-0100

ASPHALT CONCRETE

PAVEMENT,

GYRATORY MIX, 3/8-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, <0.3

MILLION ESAL

(VDOT SECTION 315

ASPHALT CONCRETE

TY. SM-9.5E)

2,000.000 TON

B-2Bid Schedule

A0490 40101-0900

ASPHALT CONCRETE

PAVEMENT,

GYRATORY MIX, 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, <0.3

MILLION ESAL

(VDOT SECTION 315

ASPHALT CONCRETE

TY. IM-19.0D)

1,100.000 TON

A0500 40101-1300

ASPHALT CONCRETE

PAVEMENT,

GYRATORY MIX, 1-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, <0.3

MILLION ESAL

(VDOT SECTION 315

ASPHALT CONCRETE

TY. BM-25.0D)

2,100.000 TON

A0510 40501-0100

OPEN-GRADED

ASPHALT FRICTION

COURSE, GRADING A

OR B

(VDOT SECTION 313

ASPH-STAB. OPEN-

GRADED MATERIAL) 480.000 TON

A0520 41301-0600

ASPHALT PAVEMENT

MILLING, 2-INCH

DEPTH

(VDOT SECTION 515

FLEXIBLE PAVEMENT

PLANING 0" - 2")

8,700.000 SQYD

A0530 55203-1000

STRUCTURAL

CONCRETE, CLASS D

(AE), FOR APPROACH

SLABS, TYPE 1

(VDOT SECTION 316

CONC. CLASS A-4

BRIDGE APPR. SLAB) 33.100 CUYD

A0540 55401-1000

REINFORCING STEEL (1 VDOT SECTION 316

REINF. STEEL

BRIDGE APPR. SLAB)

6,100.000 LB

A0550 55401-1000

REINFORCING STEEL (2 VDOT SECTION 302

STRUCTURAL STEEL

JB-1)

1,876.000 LB

A0560 55703-2000

STRUCTURAL TIMBER

AND LUMBER,

TREATED, DECKING

(VDOT SECTION 404

BRIDGE DECK

GROOVING)

58.300 SQYD

A0570 60101-0000

CONCRETE (1 VDOT SECTION 700

CONCRETE

FOUNDATION SIGNAL

POLE PF-8)

16.000 CUYD

A0580 60101-0000

CONCRETE (2 VDOT SECTION 302

504 CONCRETE

CLASS A3 MISC.)

8.000 CUYD

A0590 60103-4000

CONCRETE,

FOUNDATION, LIGHT

POLE

(VDOT SECTION 700

CONCRETE SIGN

FOUNDATION STP-1,

TYPE F)

17.000 EACH

A0600 60201-0500

15-INCH PIPE

CULVERT

(1 VDOT SECTION 302

STORM SEWER PIPE

15")

1,462.000 LNFT

A0610 60201-0500 15-INCH PIPE

CULVERT

(2 VDOT SECTION 302

15" CONC. PIPE) 283.000 LNFT

A0620 60201-0500

15-INCH PIPE

CULVERT

(3 VDOT SECTION 302

15" PIPE

(CORRUGATED))

46.000 LNFT

A0630 60201-0600

18-INCH PIPE

CULVERT

(VDOT SECTION 302

STORM SEWER PIPE

18")

336.000 LNFT

A0640 60401-0000

MANHOLE (VDOT SECTION 302

FRAME & COVER MH-

1)

6.000 EACH

A0650 60402-1000 MANHOLE, FLH (VDOT SECTION 302

MANHOLE MH-1 OR 2) 30.000 LNFT

A0660 60403-0000 INLET (1 VDOT SECTION 302

DROP INLET DI-3A) 1.000 EACH

A0670 60403-0000

INLET (2 VDOT SECTION 302

DROP INLET DI-

2C,L=6')

2.000 EACH

A0680 60403-0000

INLET (3 VDOT SECTION 302

DROP INLET DI-

3B,L=10')

1.000 EACH

A0690 60403-0000

INLET (4 VDOT SECTION 302

DROP INLET DI-

2B,L=8')

5.000 EACH

B-3Bid Schedule

A0700 60403-0000

INLET (5 VDOT SECTION 302

DROP INLET DI-

2B,L=4')

1.000 EACH

A0710 60403-0000

INLET (6 VDOT SECTION 302

DROP INLET DI-

3BB,L=6')

1.000 EACH

A0720 60403-0000

INLET (7 VDOT SECTION 302

DROP INLET DI-

2B,L=6')

8.000 EACH

A0730 60403-0000

INLET (8 VDOT SECTION 302

DROP INLET DI-

3B,L=6')

2.000 EACH

A0740 60403-0000 INLET (9 VDOT SECTION 302

DROP INLET DI-7) 1.000 EACH

A0750 60403-0000

INLET (VDOT SECTION 302

DROP INLET DI-

3BB,L=4')

1.000 EACH

A0760 60406-0000

INLET ADJUSTMENT (VDOT SECTION 510

NS MODIFY EXIST.

(DRAINAGE

STRUCTURE))

5.000 EACH

A0770 60409-0001

INLET TOP (VDOT SECTION 302

DI-PRECAST TOP

VARIOUS TYPES (T-

DI-3B, L=10'))

1.000 EACH

A0780 60409-0001

INLET TOP (VDOT SECTION 302

DI-PRECAST TOP

VARIOUS TYPES (T-

DI-3B, L=8'))

1.000 EACH

A0790 60418-0000

STORM WATER

DETENTION VAULT

(VDOT SECTION NS

STORM WATER

MANAGEMENT)

ALL LPSM

A0800 60420-0000 OUTLET STRUCTURE (VDOT SECTION 302

ENDWALL EW-12) 2.000 EACH

A0810 60501-0000

STANDARD

UNDERDRAIN

SYSTEM

(1 VDOT SECTION 501

UNDERDRAIN UD-4) 2,035.000 LNFT

A0820 60510-0200 3-INCH OUTLET PIPE (VDOT SECTION 501

OUTLET PIPE) 24.000 LNFT

A0830 60901-1500 CURB, CONCRETE, 16

-INCH DEPTH

(VDOT SECTION 502

STD. CURB CG-3) 235.000 LNFT

A0840 60901-1700 CURB, CONCRETE, 18

-INCH DEPTH

(VDOT SECTION 502

STD. CURB CG-2) 225.000 LNFT

A0850 60901-2000

CURB, ASPHALT, 3-

INCH DEPTH

(VDOT SECTION 502

ASPHALT CONC.

CURB TY. MC-3B)

25.000 LNFT

A0860 60902-0900

CURB AND GUTTER,

CONCRETE, 11-INCH

DEPTH

(VDOT SECTION 502

STD. COMB. CURB &

GUTTER CG-7)

1,400.000 LNFT

A0870 60902-1100

CURB AND GUTTER,

CONCRETE, 13-INCH

DEPTH

(VDOT SECTION 502

STD. COMB. CURB &

GUTTER CG-6)

1,150.000 LNFT

A0880 61501-0100

SIDEWALK,

CONCRETE

(VDOT SECTION 504

HYDRAULIC CEMENT

CONC. SIDEWALK 4")

43.000 SQYD

A0890 61503-1000 MEDIAN, CONCRETE (VDOT SECTION 502

MEDIAN STRIP MS-1) 78.000 SQYD

A0900 61509-0000

DETECTABLE

WARNING PANELS

(VDOT SECTION 504

CG-12 DETECTABLE

WARNING SURFACE)

4.500 SQYD

A0910 61701-4500

GUARDRAIL SYSTEM

MGS, TYPE 2, CLASS

A STEEL POSTS

(1 VDOT SECTION 505

RADIAL GUARDRAIL

GR-MGS1, 9' POST)

89.000 LNFT

A0920 61701-4500

GUARDRAIL SYSTEM

MGS, TYPE 2, CLASS

A STEEL POSTS

(2 VDOT SECTION 505

MEDIAN BARRIER MB-

3)

25.000 LNFT

A0930 61701-4500

GUARDRAIL SYSTEM

MGS, TYPE 2, CLASS

A STEEL POSTS

(3 VDOT SECTION 505

GUARDRAIL GR-

MGS1, 9' POST)

1,375.000 LNFT

B-4Bid Schedule

A0940 61702-0000

TERMINAL SECTION (VDOT SECTION 505

GUARDRAIL END

ANCHORAGE GR-

MGS3)

1.000 EACH

A0950 61702-0300

TERMINAL SECTION,

TYPE G4-BAT

(VDOT SECTION 505

FIXED OBJECT

ATTACH. GR-FOA-5)

2.000 EACH

A0960 61707-4000

STRUCTURE

TRANSITION RAILING,

MGS SYSTEM

(VDOT SECTION 505

GUARDRAIL HEIGHT

TRANSITION GR-

MGS4)

5.000 LNFT

A0970 61920-2000

REMOVE AND RESET

GATE

(VDOT SECTION 510

NS RELOCATE

EXISTING (METAL

GATE))

1.000 EACH

A0980 62036-0000

JOINT SEALANT (VDOT SECTION 420

ADHESIVE BASED

JOINT SEALER CLASS

I, 1")

27.000 LNFT

A0990 62401-0100

FURNISHING AND

PLACING TOPSOIL, 2-

INCH DEPTH

11,180.000 SQYD

A1000 62516-2000

MULCHING,

HYDRAULIC METHOD

(VDOT SECTION 603

HYDRAULIC EROSION

CONTROL PRODUCT

TYPE 2)

7,481.000 SQYD

A1010 62516-2000

MULCHING,

HYDRAULIC METHOD

(VDOT SECTION 603

HYDRAULIC EROSION

CONTROL PRODUCT

TYPE 3)

6,488.000 SQYD

A1020 62542-1000 SEEDING

SUPPLEMENTS, SEED

(1 VDOT SECTION 603

LEGUME SEED) 27.000 LB

A1030 62542-1000

SEEDING

SUPPLEMENTS, SEED

(2 VDOT SECTION 603

LEGUME

OVERSEEDING)

21.000 LB

A1040 62542-1000 SEEDING

SUPPLEMENTS, SEED

(3 VDOT SECTION 603

OVERSEEDING) 277.000 LB

A1050 62542-1000

SEEDING

SUPPLEMENTS, SEED

(4 VDOT SECTION 603

FERTILIZER

POTASSIUM - K)

108.000 LB

A1060 62542-1000

SEEDING

SUPPLEMENTS, SEED

(5 VDOT SECTION 603

FERTILIZER

NITROGEN - N)

178.000 LB

A1070 62542-1000

SEEDING

SUPPLEMENTS, SEED

(6 VDOT SECTION 603

FERTILIZER

PHOSPHOROUS - P)

216.000 LB

A1080 62542-1000 SEEDING

SUPPLEMENTS, SEED

(7 VDOT SECTION 603

PERMANENT SEED) 346.000 LB

A1090 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

(VDOT SECTION 701

SIGN PANEL) 237.000 SQFT

A1100 63305-0200

POSTS, STEEL, 2-

INCH DIAMETER

(VDOT SECTION 700

SIGN POST STP-1, 2",

14 GAUGE)

132.000 LNFT

A1110 63401-0000

PAVEMENT

MARKINGS

(1 VDOT SECTION 704

TYPE B CLASS I PVMT

LINE MRKG 4")

7,475.000 LNFT

A1120 63401-0000

PAVEMENT

MARKINGS

(2 VDOT SECTION 704

TYPE B CLASS I

PAVE. LINE MARKING

24")

605.000 LNFT

A1130 63401-0000

PAVEMENT

MARKINGS

(3 VDOT SECTION 704

TYPE B CLASS I PVMT

LINE MRKG 12")

743.000 LNFT

A1140 63405-0050

PAVEMENT

MARKINGS, SYMBOLS

(1 VDOT SECTION 704

PVMT SYMB MRKG

SGL TURN ARROW TY

B, CL I)

23.000 EACH

B-5Bid Schedule

A1150 63405-0050

MARKINGS, SYMBOLS

(2 VDOT SECTION 704

PVMT SYMB MRKG

DBL TURN ARROW

THRU/LT OR RT TY B,

CL I)

3.000 EACH

A1160 63405-0650

PAVEMENT

MARKINGS, TYPE B,

"ONLY" WORD

MESSAGE

(VDOT SECTION 704

PVMT MESSAGE

MARK. ONLY) 12.000 EACH

A1170 63501-0000

TEMPORARY TRAFFIC

CONTROL

(1 VDOT SECTION 512

- MAINTENANCE OF

TRAFFIC ITEMS - FFX

CTY PKWY STAGE 3)

ALL LPSM

A1180 63501-0000

TEMPORARY TRAFFIC

CONTROL

(2 VDOT SECTION 512

- MAINTENANCE OF

TRAFFIC ITEMS -

KINGMAN RD STAGE

2)

ALL LPSM

A1190 63501-0000

TEMPORARY TRAFFIC

CONTROL

(3 VDOT SECTION 512

- MAINTENANCE OF

TRAFFIC ITEMS - FFX

CTY PKWY STAGE 2)

ALL LPSM

A1200 63501-0000

TEMPORARY TRAFFIC

CONTROL

(4 VDOT SECTION 512

- MAINTENANCE OF

TRAFFIC ITEMS - FFX

CTY PKWY STAGE 4)

ALL LPSM

A1210 63501-0000

TEMPORARY TRAFFIC

CONTROL

(5 VDOT SECTION 512

- MAINTENANCE OF

TRAFFIC ITEMS -

KINGMAN RD STAGE

1)

ALL LPSM

A1220 63501-0000

TEMPORARY TRAFFIC

CONTROL

(6 VDOT SECTION 512

- MAINTENANCE OF

TRAFFIC ITEMS - FFX

CTY PKWY STAGE 1)

ALL LPSM

A1230 63610-0000 CONDUIT (1 VDOT SECTION 700

BORED CONDUIT 4") 115.000 LNFT

A1240 63610-0000 CONDUIT (2 VDOT SECTION 700

1" METAL CONDUIT) 109.000 LNFT

A1250 63610-0000 CONDUIT (3 VDOT SECTION 700

3" PVC CONDUIT) 88.000 LNFT

A1260 63611-0100

WIRE, ELECTRICAL

CONDUCTORS, 14

AWG

(1 VDOT SECTION 700

14/2 CONDUCTOR

CABLE)

782.000 LNFT

A1270 63611-0100

WIRE, ELECTRICAL

CONDUCTORS, 14

AWG

(2 VDOT SECTION 700

16/3c CONDUCTOR

CABLE)

109.000 LNFT

A1280 63611-0100

WIRE, ELECTRICAL

CONDUCTORS, 14

AWG

(3 VDOT SECTION 700

14/7 CONDUCTOR

CABLE)

2,191.000 LNFT

A1290 63611-0100

WIRE, ELECTRICAL

CONDUCTORS, 14

AWG

(4 VDOT SECTION 700

14/1 ENCLOSED

COND. CABLE)

2,242.000 LNFT

A1300 63611-0100

WIRE, ELECTRICAL

CONDUCTORS, 14

AWG

(5 VDOT SECTION 700

14/2 CONDUCTOR

CABLE SHIELDED)

566.000 LNFT

A1310 63611-0500 WIRE, ELECTRICAL

CONDUCTORS, 6 AWG

(VDOT SECTION 700 6

CONDUCTOR CABLE) 253.000 LNFT

A1320 63611-1300

WIRE, COAXIAL

CABLE TYPE 1

(VDOT SECTION 703

VIDEO DETECTION

CABLE)

109.000 LNFT

A1330 63613-0000

SIGNAL HEAD (1 VDOT SECTION 703

HANGER ASSEMBLY

SMB-3, ONE WAY)

2.000 EACH

A1340 63613-0000

SIGNAL HEAD (2 VDOT SECTION 703

NS HANGER

ASSEMBLY SMD-2)

12.000 EACH

A1350 63613-0000

SIGNAL HEAD (3 VDOT SECTION 703

PEDESTRIAN SIGNAL

HEAD SP-9)

2.000 EACH

B-6Bid Schedule

A1360 63613-0000

SIGNAL HEAD (4 VDOT SECTION 703

TRAFFIC SIGNAL

HEAD SECTION 12"

HVS BACKPLATE)

32.000 EACH

A1370 63613-0000

SIGNAL HEAD (5 VDOT SECTION 703

HANGER ASSEMBLY

SM-3, ONE WAY)

10.000 EACH

A1380 63620-0000

POLE (1 VDOT SECTION 700

MAST ARM 75' CASE 1

LOADING)

1.000 EACH

A1390 63620-0000 POLE (2 VDOT SECTION 700

MAST ARM 70') 1.000 EACH

A1400 63620-0800

POLE, TYPE TRAFFIC

SIGNAL

(1 VDOT SECTION 700

SIGNAL MAST ARM

POLE MP-3, TYPE B1)

2.000 EACH

A1410 63620-0800

POLE, TYPE TRAFFIC

SIGNAL

(2 VDOT SECTION 700

PEDESTAL POLE PF-2

12')

2.000 EACH

A1420 63621-3000 UTILITY BOX,

JUNCTION BOX

(VDOT SECTION 700

JUNCTION BOX JB-S2) 2.000 EACH

A1430 63701-0000 FIELD OFFICE 1.000 EACH

A1440 64603-0000

FIXTURE (1 VDOT SECTION 703

VIDEO DETECTION

CAMERA)

1.000 EACH

A1450 64603-0000

FIXTURE (2 VDOT SECTION 703

PEDESTRIAN

ACTUATION PA-2)

2.000 EACH

A1460 64620-0000

REMOVE AND RESET (VDOT SECTION 700

RELOCATE EXISTING

1 POST GROUND

MOUNTED SIGN

PANEL)

4.000 EACH

Submitted By: Schedule Total:

B-7Bid Schedule

BID SCHEDULE

Project No : VA ST FB_KNGMN/WLKR GTS Schedule : B

Project Name : Fort Belvoir – Kingman Gate & Walker Gate

Schedule Type : Option

Contract Quantity Pay Items

No Contract Quantity Pay Items

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

B5000 15101-0000 MOBILIZATION ALL LPSM

B5010 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

B5020 15401-0000 CONTRACTOR

TESTING ALL LPSM

B5030 15701-0000 SOIL EROSION

CONTROL ALL LPSM

B5040 20101-0000

CLEARING AND

GRUBBING

(VDOT SECTION 301

CLEARING AND

GRUBBING)

0.870 ACRE

B5050 20301-2000

REMOVAL OF PIPE

END SECTION

(VDOT SECTION 510

NS REMOVE EXIST.

ENDWALL)

1.000 EACH

B5060 20301-2300

REMOVAL OF

SIGN/MARKER

(VDOT SECTION 700

REMOVE EXISTING 1

POST SIGN

STRUCTURE)

2.000 EACH

B5070 20302-0300

REMOVAL OF CURB

AND GUTTER,

CONCRETE

(VDOT SECTION 510

REMOVE COMB.

CURB AND GUTTER)

168.000 LNFT

B5080 20302-2100

REMOVAL OF PIPE

CULVERT

(VDOT SECTION 510

NS REMOVE EXIST.

(STORM PIPE))

36.000 LNFT

B5090 20303-1600

REMOVAL OF

PAVEMENT, ASPHALT

(VDOT SECTION 508

DEMOLITION OF

PAVEMENT FLEXIBLE)

408.000 SQYD

B5100 20315-0000…