IFB Solicitation - VA ST Lee Ave Gate.pdf

Contract No.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

VA ST LEE A VENUE GATE

ARMY GARRISON, FORT LEE, VIRGINIA

CONSTRUCTION OF A DECELERATION LANE AND ENTRANCE RAMP INTO

FORT LEE GARRISON, LEE GATE ACCESS CONTROL POINT, FROM ROUTE

36, AND ACCERLERATION LANE FROM LEE A VENUE TO ROUTE 36 FOR

IMPROVED ACCESS

CONTRACTOR:

ADDRESS:

SOLICITATION

IFB No. 693C73- 20-B-000008

This Contract Cites

VDOT 2016 ROAD AND BRIDGE SPECIFICATIO

U.S. Customary Units

STATE

COUNTIES

AGENCY

AGENCY

Schedule Parking

An:a

A □

B □

C □

D □

Virginia

Prince George County

Virginia Department of Transportation (VDOT)

Army Garrison, Fort Lee, Virginia

Roadway / Parking Area / Other Stations / SQFT

VA Route 36 23+81.24 To 51+40.58

Acceleration Ramp 10+00.00 To 13+52.85

Lee Avenue 14+21.73 To 24+82.55

Access Ramp 23+18.76 To 31+90.49

Linear

Feet

2,759

1,061

Project Length Totals

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

TYPE OF IMPROVEMENT

Route

Miles

0.52

0.07

0.20

0.17

0.96

Construction to extend a right tum deceleration lane and ramp entrance into the Fort Lee, Lee Avenue

Gate Visitor Center to serve as a controlled access point and vehicle storage for vehicles entering the

Fort. In addition, an acceleration lane will be constructed from Lee Avenue to Route 36 (Oaklawn

Boulevard) eastbound. Additional work will be pavement demolition of the old right tum ramp and minor configuration of the Lee Avenue entrance at the intersection with Route 36, and minor improvements along Lee Avenue to the Army Access Control Point (ACP). Work will include new curb, pedestrian ramp crossings, new signalization improvements at the intersection, gate control at the right tum ramp and intersection, drainage, storm water management, accommodation of relocation of utilities by the utility owner, and other miscellaneous work.

Lane

Miles

0.52

0.07

0.20

0.17

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 2

Checklist for Bid Submission 1 through 2

*SF-1442 Solicitation, Offer, and Award 1 through 4

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-18

*SF-24 Bid Bond C-1 through C-2

FEDERAL ACQUISITION REGULATION & TRANSPORTATION ACQUISITION

REGULATION SOLICITATION PROVISIONS & CONTRACT CLAUSES

Index to Federal and Transportation Acquisition Regulations 1 through 7

Representations and Certifications (SAMs online) D-1 through D-2

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-4

Minimum Wage Schedule F-5 through F-12

*General Contract Requirements G-1 through G-7

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-8

Section K K-1 through K-3

Permits Obtained for this Project 1 through 28

SPECIFICATIONS On CD

Plans 1 through 134 SCRs_VDOT_2016 1 through 1091 SCR_Supplemenrtal_Environmental_Special_Conditions 1 through 62 SCR_Supplemental_Compiled 1 through 32 Report 1_Soil 1 through 100 Report 2_Drainage 1 through 275 Report 3_Intersection Analysis Report 1 through 115 Report 4_Ft. Lee - Crash History Request 1 through 4 Report 5_PAC DESIGN MEMO_Redacted 1 through 2 Report 6_NEPA 1 through 23

* Bidder’s Qualifications 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-page 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 bidding.

PROPOSAL BOOKLET AND OFFER SUBMITTAL:

It is the responsibility of the Bidder to verify that this proposal is complete as listed in the Table of Contents. The Bidder is responsible for submitting all required forms and documents with the offer.

Offerors should use the Checklist for Bid Submission included in this booklet to check that their bids are complete.

CONSTRUCTION CONTRACTS:

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 Offeror must submit prior to award a Material Safety Data Sheet (MSDS's) for all hazardous materials that the Offeror identifies in paragraph (b) of this clause in the D-pages of this booklet. Failure to submit MSDS's may render the Offeror ineligible for award of contract. The apparent low Offeror should submit their MSDS's within two weeks after bid opening.

INTERNET BASED DATA BASES - REQUIRED INPUT:

According to the FAR Subpart 4.1102 contractors MUST be registered in System for Award Management (SAM) prior to contract award. Access the following web site to register:

https://www.sam.gov/.

According to the FAR Subpart 4.1201 contractors MUST complete their Online Annual Representations and Certifications Application prior to contract award online at https://www.sam.gov/.

According to the FAR Subpart 22.1302 (b) 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 on-line at http://www.dol.gov/vets/vets4212.htm. 2017 VETS-4212 Filing Cycle Effective August 1, 2017 and ends on September 30, 2018, Customers will no longer be able to electronically file a VETS-4212 Report. Customers may still file, but must first download the form from the VETS website http://www.dol.gov/vets/vets4212.htm, fill out the form and mail or email it to: VETS-4212 Service Center C/O Department of Labor National Contact Center (DOL-NCC), 7425 Boston Blvd, Springfield, VA (866) 237-0275 Or email to: VETS4212-customersupport@dol.gov.

PAYMENT:

Offerors 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 the CCR 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 CCR database. Offerors are advised that under FAR Clause

NOTICE TO BIDDERS

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.

OBTAINING BID DOCUMENTS:

Bid documents will not be mailed. All bid documents are available for direct download from the Federal Business Opportunities (FBO) website: https://beta.sam.gov/. Contractors are encouraged to register on the FBO website (for this specific project) in order to receive Email Notifications automatically 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 SAID

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 schedule bid opening. All visitors must register with the receptionist in Room 100. A Government employee will collect all bids. Prior to 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.

CHECKLIST FOR BID SUBMISSION

The following is a checklist of items included in the proposal/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.

1. Bid Envelope:

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

b. In lower left corner, indicate the following: Solicitation No., Project Name & Number, mail to room

105, if proposals are hand delivered bring them to Reception Area Room 100 and a Contract Specialist will be notified.

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-18)

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

b. Corrections initialed.

4. Standard Form 24, Bid Bond (Pages C-1 through C-2) (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.

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.

CHECKLIST FOR BID SUBMISSION

6. Bidder's Qualifications form (provided separately as part of the Bid Documents Package).

Form completed, signed and submitted with bid

THE FOLLOWING THREE ITEMS IF NOT SUBMITTED WITH THE BID; MUST

BE COMPLETED ELECTRONICALLY PRIOR TO CONTRACT AWARD.

7. System for Award Management (SAM): The Contractor is currently registered in the Internet-Based SAM database at https://www.sam.gov/. If contractor elects to not have SAM viewed by public they must submit a copy with Bidder’s Qualification Package.

8. Online Representations and Certifications Application: The Contractor's Representations and Certifications have been input online via the Internet-Based electronic database at https://www.sam.gov/.

9. VETS – 4212 Reporting: The Contractor has completed the annual Internet-Based reporting requirement online at http://www.dol.gov/vets/vets4212.htm.

VETS 4212 Filing Cycle Effective August 1, 2017 and ends on September 30, 2018, Customers will no longer be able to electronically file a VETS 4212 Report. Customers may still file, but must first download the form from the VETS website http://www.dol.gov/vets/programs/fcp/vets-4212.pdf, fill out the form and mail or email it to: vets-4212 Service Center, In Care of: Department of Labor National Contact Center (DOL-NCC), 15000 Conference Center Drive, Suite B0132 Chantilly, VA 20151 (866) 237-0275 Or email to: VETS4212-customersupport@dol.gov.

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 CONTRACT AWARD 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

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 Div.

Acquisitions Office 21400 Ridgetop Circle

EFLHD-AC

Sterling VA 20166-6511

SEE BLOCK 7

a. NAME

Shirley A. Anderson

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS) eflhd.contracts@dot.gov

See Block 10 x

01/18/2020

693C7320B000008

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

This Invitation for Bids is for the Lee Avenue Gate Project VA ST LEE AVE GATE, located in Prince George 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.

FP - Standard Specification for Construction of Roads & Bridges on Federal Highway

Projects.

Bid Schedule, Section B - pages B-1 through B-18

Special Contract Requirements, Section J - pages J-1 through J-8

Plans, Sheets 1 through 134

SCR VDOT 2016 Report, pages 1 through 1091 Permits, pages 1 through 28

SCR_Supplemenrtal_Environmental_Special_Conditions, Sheets 1 through 62

SCR_Supplemental_Compiled, pages 1 through 32 Report 1_Soil, sheets 1 through 100

Report 2_Drainage, Sheets 1 through 275

Report 3_Intersection Analysis Report, pages 1 through 115

Report 4_Ft. Lee - Crash History Request, 1 through 4

Continued ...

11. The Contractor shall begin performance

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.)

10 255 calendar days and complete it within ________________ ________________ calendar days after receiving

CONTINUATION SHEET, BLOCK 11

________________________ 02/20/2020

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. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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Federal Highway Administration Eastern Federal Lands Highway Division ATTN: Construction Office 21400 Ridgetop Circle Sterling, VA 20166-6511

Federal Highway Administration Eastern Federal Lands Highway Division A/P Branch, AMZ-150 P.O. Box 25710 or E-MAIL

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125

EFLHD-CO

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ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 5

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

693C7320B000008

Report 5_PAC DESIGN MEMO_Redacted, Sheets 1 through 2

Report 6_NEPA, pages 1 through 23

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

CONTINUATION OF SF 1442

Block 2:

This project is RESTRICTED - Bids will be accepted from all eligible Small Business concerns.

This procurement falls under North American Industry Classification System (NAICS) code 237310 - Highway, Street, and Bridge Construction (see FAR Subpart 19.10)

Facsimile and electronic bids will not be accepted.

PHYSICAL DATA AVAILABLE FOR REVIEW

1. Manual on Uniform Traffic Control Devices for Streets and Highways, 2009 Edition, published by the Federal Highway Administration. http://mutcd.fhwa.dot.gov.

2. SCRs_VDOT_2016

3. Permits

4. SCR_Supplemenrtal_Environmental_Special_Conditions

5. SCR_Supplemental_Compiled

6. Report 1_Soil

7. Report 2_Drainage

8. Report 3_Intersection Analysis Report

9. Report 4_Ft. Lee - Crash History Request

10. Report 5_PAC DESIGN MEMO_Redacted

11. Report 6_NEPA

Block 9:

In accordance with FAR Provision 52.236-27, Site Visit, 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.

∗Block 11:

If the Government awards the contract as Schedules A + B + C + D, the performance period to complete all contract work will be 255 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 195 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 65 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

Work on Schedules C and D (Government Options 2 and 3) will be performed concurrently with Schedule A.

mailto:eflhd.contracts@dot.gov

CONTINUATION OF SF 1442

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.

Block 17:

Amounts should be completed as follows:

Schedule A - $ Schedule B (Option 1) - $ Schedule C (Option 2) - $ Schedule D (Option 3) - $

Other:

The estimated price is expected to fall within the price range of $1,000,000 to $5,000,000.

Responsibility of bidders shall be evaluated in accordance with the information provided on the Bidder's Qualification Form, which can be downloaded from FHWA web site. FP-14 versions can be downloaded at the FHWA web site. FHWA web site is http://flh.fhwa.dot.gov/resources/specs/ then click on “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects”.

http://flh.fhwa.dot.gov/resources/specs/

BID SCHEDULE INSTRUCTIONS

PROJECT: VA ST LEE AVE GATE

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

Bidders. While 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 - $ .

Schedule C - $ .

Schedule D - $ .

SCHEDULES OF WORK

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

Schedule A (Base Contract) - Pages B-1 thru B-12 Schedule B (Government Option 1) - Pages B-13 thru B-15 Schedule C (Government Option 2) - Pages B-16 thru B-16 Schedule D (Government Option 3) - Pages B-17 thru B-17

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B, C, and D (Government Options 1, 2, and 3); see FAR Clauses 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 Schedules B, C, or D (Government Options 1, 2, or

3) at that time. If additional funding is required for the award of Schedules B, C, or D (Government Options 1, 2, or 3), and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedules B, C, and D (Government Options 1, 2, and 3) 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)].

Schedules C and D (Government Options 2 and 3): Work on Schedules C and D (Government Options 2 and 3) will be performed concurrently with Schedule A.

COMPLETION OF WORK

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

If the Government awards the contract as Schedules A + B + C + D, the performance period to complete all contract work will be 255 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 195 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 65 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

Work on Schedules C and D (Government Options 2 and 3) will be performed concurrently with Schedule A.

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 (SCR’s). 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 SCR’s).

Bidders are to assume that the award of the contract and approval of the Contractor’s Performance and Payment Bonds (see Block 12a of the SF-1442 and FAR Clause 52.228-

15) may result in the start of construction activities to be no earlier than February 2020.

See Subsection 108.01 of the SCR’s for additional details.

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 + Schedule C (Government Option 2) Bid Total + Schedule D (Government Option 3) Bid Total.

B - 1

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0100 15101-0000 MOBILIZATION (VDOT Spec 513)

ALL LPSM $___LPSM_____ $____________

A0150 15201-0000 CONSTRUCTION SURVEY AND STAKING (VDOT Spec 517)

ALL LPSM $___LPSM_____ $____________

A0200 15705-0100 SOIL EROSION CONTROL, SILT FENCE (VDOT Spec 303)

942 LNFT $____________ $____________

A0250 15706-0200 SOIL EROSION CONTROL, CHECK DAM (VDOT Spec 303)

19 EACH $____________ $____________

A0300 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A (VDOT Spec 303)

4 EACH $____________ $____________

A0350 15706-1200 SOIL EROSION CONTROL, INLET PROTECTION TYPE B (VDOT Spec 303)

19 EACH $____________ $____________

A0400 20102-0000 CLEARING AND GRUBBING (VDOT Spec 301)

ALL LPSM $___LPSM_____ $____________

A0450 20301-2700 REMOVAL OF STRUCTURE (VDOT Spec 510 & 703-Remove Existing Pedestrian

Signal Head)

2 EACH $____________ $____________

A0500 20301-2700 REMOVAL OF STRUCTURE (VDOT Spec 510 & 703-Remove Existing Push Button)

2 EACH $____________ $____________

A0550 20301-2700 REMOVAL OF STRUCTURE (VDOT Spec 700-Remove & Dispose Existing Ground

Mounted Sign Panel)

3 EACH $____________ $____________

A0600 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (VDOT Spec 700-Remove &

Dispose Existing Ground Mounted Sign Structure & Sign Panel)

10 EACH $____________ $____________

A0650 20302-0700 REMOVAL OF FENCE (VDOT Spec 510-Remove and Salvage Ornate Picket Fence)

60 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:VA ST Lee-Ave-Gate Project Name:Lee Avenue Gate

B - 2

A0700 20302-0700 REMOVAL OF FENCE (VDOT Spec 510-Remove cable fence)

420 LNFT $____________ $____________

A0750 20302-2600 REMOVAL OF PAVEMENT MARKINGS (VDOT Spec 512-ERADICATE EXIST.

LINEAR PVMT MARKING)

100 LNFT $____________ $____________

A0800 20303-1600 REMOVAL OF PAVEMENT, ASPHALT (VDOT Spec 508 & 510-REMOVE EXIST.

OBSCURING ROADWAY)

1,222 SQYD $____________ $____________

A0850 20303-1600 REMOVAL OF PAVEMENT, ASPHALT (VDOT Spec 508-DEMOLITION OF

PAVEMENT FLEXIBLE)

2,654 SQYD $____________ $____________

A0900 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (VDOT Spec 516-NS DEMO.

OF BLDG. 1 ST MET FR & CANVAS QUONSET HUT)

ALL LPSM $___LPSM_____ $____________

A0950 20315-0000 SAWCUTTING PAVEMENT (VDOT Spec 315-NS SAW-CUT ASPH CONC SAW

CUT FULL DEPTH)

2,746 LNFT $____________ $____________

A1000 20315-0000 SAWCUTTING PAVEMENT (VDOT Spec 703-LOOP SAW CUT 3/8")

96 LNFT $____________ $____________

A1050 20315-0000 SAWCUTTING PAVEMENT (VDOT Spec 703-LOOP SAWCUT 5/8")

100 LNFT $____________ $____________

A1100 20401-0000 ROADWAY EXCAVATION

810 CUYD $____________ $____________

A1150 20401-0000 ROADWAY EXCAVATION (VDOT Spec 303-REGULAR EXCAVATION)

5,827 CUYD $____________ $____________

A1200 20401-0000 ROADWAY EXCAVATION (VDOT Spec 303-SILTATION CONTROL

EXCAVATION)

682 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A1250 20420-0000 EMBANKMENT CONSTRUCTION (VDOT Spec 303-EMBANKMENT CBR 8)

13 CUYD $____________ $____________

A1300 20425-1000 DITCH, EXCAVATION (VDOT Spec 700-TRENCH EXCAVATION ECI-1)

150 LNFT $____________ $____________

A1350 20801-0000 STRUCTURE EXCAVATION (VDOT Spec 303-MINOR STRUCTURE EXCAV. PIPE

CULVERT)

123 CUYD $____________ $____________

A1400 21301-0000 SUBGRADE STABILIZATION (VDOT Spec 305-GEOTEXTILE SUBGRADE

STABILIZATION)

5,699 SQYD $____________ $____________

A1450 21302-0000 LIME (VDOT Spec 603)

5.54 TON $____________ $____________

A1500 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 (VDOT Spec 414-Dry RIPRAP CL.I 18")

53 CUYD $____________ $____________

A1550 30101-0000 AGGREGATE BASE (VDOT Spec 308-AGGR. BASE MATL. TY. I NO. 21B)

3,023 TON $____________ $____________

A1600 30101-0000 AGGREGATE BASE (VDOT Spec ATTD-NS AGGR. MATERIAL NO. 57 STONE)

2,906 TON $____________ $____________

A1650 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. SM-12.5E)

1,105 TON $____________ $____________

A1700 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. IM-19.0D)

519 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

A1750 40101-1400 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. BM-25.0D)

776 TON $____________ $____________

A1800 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH (VDOT Spec 515-FLEXIBLE

PAVEMENT PLANING 0"-2")

5,596 SQYD $____________ $____________

A1850 50101-0900 MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH DEPTH (VDOT Spec

316-CONT. REINF. HYDRAULIC CONC. PAVE. 9")

133.57 SQYD $____________ $____________

A1900 55401-1000 REINFORCING STEEL (VDOT Spec 302 & 406)

2,241 LB $____________ $____________

A1950 60101-0000 CONCRETE (VDOT Spec 302 & 504-CONCRETE CLASS A3 MISC.)

34.3 CUYD $____________ $____________

A2000 60103-4000 CONCRETE, FOUNDATION, LIGHT POLE (VDOT Spec 700-CONCRETE SIGN

FOUNDATION STP-1,TYPE C)

4 EACH $____________ $____________

A2050 60103-4000 CONCRETE, FOUNDATION, LIGHT POLE (VDOT Spec 700-CONCRETE SIGN

FOUNDATION STP-1,TYPE D)

20 EACH $____________ $____________

A2100 60103-4000 CONCRETE, FOUNDATION, LIGHT POLE (VDOT Spec 700-CONCRETE SIGN

FOUNDATION STP-1,TYPE E)

10 EACH $____________ $____________

A2150 60201-0400 12-INCH PIPE CULVERT (VDOT Spec 302-STORM SEWER PIPE 12")

83 LNFT $____________ $____________

A2200 60201-0500 15-INCH PIPE CULVERT (VDOT Spec 302)

38 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 5

A2250 60201-0500 15-INCH PIPE CULVERT (VDOT Spec 302-STORM SEWER PIPE 15")

593 LNFT $____________ $____________

A2300 60201-0600 18-INCH PIPE CULVERT (VDOT Spec 302-STORM SEWER PIPE 18")

281 LNFT $____________ $____________

A2350 60201-0800 24-INCH PIPE CULVERT (VDOT Spec 302)

154 LNFT $____________ $____________

A2400 60201-0800 24-INCH PIPE CULVERT (VDOT Spec 302-STORM SEWER PIPE 24")

430 LNFT $____________ $____________

A2450 60201-1200 48-INCH PIPE CULVERT (VDOT Spec 302-STORM WATER MANAGEMENT

RISER PIPE 48")

6 LNFT $____________ $____________

A2500 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT (VDOT Spec 302)

1 EACH $____________ $____________

A2550 60210-0500 END SECTION FOR 15-INCH PIPE CULVERT (VDOT Spec 302)

3 EACH $____________ $____________

A2600 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (VDOT Spec 302)

1 EACH $____________ $____________

A2650 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (VDOT Spec 302)

1 EACH $____________ $____________

A2700 60402-0000 MANHOLE (VDOT Spec 302-Manhole MH-1 or 2)

4.69 LNFT $____________ $____________

A2750 60403-0000 INLET (VDOT Spec 302-DROP INLET DI-3C,L=6')

2 EACH $____________ $____________

A2800 60403-0000 INLET (VDOT Spec 302-DROP INLET DI-2B,L=4')

2 EACH $____________ $____________

A2850 60403-0000 INLET (VDOT Spec 302-DROP INLET DI-2C,L=6')

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 6

A2900 60403-0000 INLET (VDOT Spec 302-DROP INLET DI-3A)

5 EACH $____________ $____________

A2950 60403-0000 INLET (VDOT Spec 302-DROP INLET DI-3B,L=6')

1 EACH $____________ $____________

A3000 60403-0000 INLET (VDOT Spec 302-DROP INLET DI-3B,L=8')

3 EACH $____________ $____________

A3050 60403-0000 INLET (VDOT Spec 302-DROP INLET DI-3B,L=12')

1 EACH $____________ $____________

A3100 60403-0000 INLET (VDOT Spec 302-DROP INLET DI-7)

3 EACH $____________ $____________

A3150 60406-0000 INLET ADJUSTMENT (VDOT Spec 302 & 510-NS ADJUST EXIST. DROP INLET

ADJUST EXIST. DROP INLET)

3 EACH $____________ $____________

A3200 60409-0900 INLET TOP, METAL FRAME AND GRATE, FLH TYPE 7 (VDOT Spec

302-DI-PRECAST TOP VARIOUS TYPES CONST T-DI-7)

2 EACH $____________ $____________

A3250 60412-2000 REMOVE AND RESET MANHOLE FRAME AND COVER (VDOT Spec 302-FRAME

& COVER MH-1)

3 EACH $____________ $____________

A3300 60510-0300 4-INCH COLLECTOR PIPE (VDOT Spec 501-UNDERDRAIN UD-4)

2,112 LNFT $____________ $____________

A3350 60510-0400 4-INCH OUTLET PIPE (VDOT Spec 501-OUTLET PIPE)

17 LNFT $____________ $____________

A3400 60801-0100 PAVED WATERWAY, TYPE 1 (VDOT Spec 502-PAVED DITCH PG-2A)

7.5 SQYD $____________ $____________

A3450 60801-0100 PAVED WATERWAY, TYPE 1 (VDOT Spec 502-PAVED DITCH PG-5)

2.79 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 7

A3500 60901-0000 CURB, CONCRETE (VDOT Spec 502-STD. CURB CG-2)

396 LNFT $____________ $____________

A3550 60901-0000 CURB, CONCRETE (VDOT Spec 502-RADIAL CURB CG-2)

183 LNFT $____________ $____________

A3600 60901-0100 CURB, CONCRETE, 3-INCH DEPTH (VDOT Spec 502-STD. CURB CG-3)

76 LNFT $____________ $____________

A3650 60901-0100 CURB, CONCRETE, 3-INCH DEPTH (VDOT Spec 502-RADIAL CURB CG-3)

30 LNFT $____________ $____________

A3700 60901-0400 CURB, CONCRETE, 6-INCH DEPTH (VDOT Spec 502-STD. COMB. CURB &

GUTTER CG-6)

600 LNFT $____________ $____________

A3750 60901-0400 CURB, CONCRETE, 6-INCH DEPTH (VDOT Spec 502-RADIAL COMB. CURB &

GUTTER CG-6)

511 LNFT $____________ $____________

A3800 60901-0500 CURB, CONCRETE, 7-INCH DEPTH (VDOT Spec 502-STD. COMB. CURB &

GUTTER CG-7)

943 LNFT $____________ $____________

A3850 60901-0500 CURB, CONCRETE, 7-INCH DEPTH (VDOT Spec 502-RADIAL COMB. CURB &

GUTTER CG-7)

342 LNFT $____________ $____________

A3900 61501-0100 SIDEWALK, CONCRETE (VDOT Spec 504-HYDRAULIC CEMENT CONC.

SIDEWALK 4")

191 SQYD $____________ $____________

A3950 61509-0000 DETECTABLE WARNING PANELS (VDOT Spec 504-CG-12 DETECTABLE

WARNING SURFACE)

12 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 8

A4000 61701-0050 GUARDRAIL SYSTEM G1, TYPE 1, CLASS A, STEEL POSTS (VDOT Spec

ATTD,PLAN-NS FENCE Double Cable Barrier)

390 LNFT $____________ $____________

A4050 61901-3000 FENCE, WOOD STOCKADE (VDOT Spec ATTD & 507-NS FENCE Ornate Picket

Fence)

40 LNFT $____________ $____________

A4100 61901-3000 FENCE, WOOD STOCKADE (VDOT Spec 507 & ATTD-NS GATE Ornate Picket

Gate)

1 LNFT $____________ $____________

A4150 61902-0000 GATE (VDOT Spec 700-ATTD-NS TRAFFIC SIGN Manual Barrier Gate)

1 EACH $____________ $____________

A4200 62511-2000 SEEDING, HYDRAULIC METHOD (VDOT Spec 603-HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3)

9,765 SQYD $____________ $____________

A4250 62511-2000 SEEDING, HYDRAULIC METHOD (VDOT Spec 603-HYDRAULIC EROSION

CONTROL PRODUCT TYPE 1)

3,630 SQYD $____________ $____________

A4300 62521-0000 FERTILIZER (VDOT Spec 603-FERTILIZER NITROGEN - N)

0.059 TON $____________ $____________

A4350 62521-0000 FERTILIZER (VDOT Spec 603-FERTILIZER PHOSPHOROUS - P)

0.081 TON $____________ $____________

A4400 62521-0000 FERTILIZER (VDOT Spec 603-FERTILIZER POTASSIUM - K)

0.041 TON $____________ $____________

A4450 62542-1000 SEEDING SUPPLEMENTS, SEED (VDOT Spec 603-TEMPORARY SEED)

123 LB $____________ $____________

A4500 62542-1000 SEEDING SUPPLEMENTS, SEED (VDOT Spec 603-REGULAR SEED)

177 LB $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 9

A4550 62542-1000 SEEDING SUPPLEMENTS, SEED (VDOT Spec 603-OVERSEEDING)

141 LB $____________ $____________

A4600 62901-0000 ROLLED EROSION CONTROL PRODUCT (VDOT Spec 606-ROLLED EROSION

CTRL PRODUCT EC-2 TYPE 2)

910 SQYD $____________ $____________

A4650 62903-0000 CELLULAR CONFINEMENT SYSTEM (VDOT Spec ATTD-NS GEOWEB

CELLULAR CONFINEMENT TRIAXIAL GEOGRID REINFORCEMENT)

339.555 SQYD $____________ $____________

A4700 63303-0100 SIGN, STEEL PANEL, TYPE 3 SHEETING (VDOT Spec 700-NS TRAFFIC SIGN Flip

Sign Panel)

2 EACH $____________ $____________

A4750 63304-0100 SIGNS, STEEL PANELS, TYPE 3 SHEETING (VDOT Spec 701-SIGN PANEL)

315 SQFT $____________ $____________

A4800 63305-0700 POSTS, STEEL, PIPE (VDOT Spec 700-SIGN POST STP-1, 2", 14 GAUGE)

258 LNFT $____________ $____________

A4850 63305-0700 POSTS, STEEL, PIPE (VDOT Spec 700-SIGN POST STP-1, 2 3/16", 10 GAUGE)

6 LNFT $____________ $____________

A4900 63305-0700 POSTS, STEEL, PIPE (VDOT Spec 700-SIGN POST STP-1, 2 1/2", 10 GAUGE)

42 LNFT $____________ $____________

A4950 63305-0700 POSTS, STEEL, PIPE (VDOT Spec 700-SIGN POST STP-1, 2 1/2", 12 GAUGE)

122 LNFT $____________ $____________

A5000 63313-0000 RUMBLE STRIP

350 LNFT $____________ $____________

A5050 63316-1000 REMOVE AND RESET SIGN (VDOT Spec 700 & ATTD-NS TRAFFIC SIGN

Relocate Existing Ground Mounted Sign Panel)

7 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 10

A5100 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (VDOT Spec 704-TYPE B CLASS II

PAVE. LINE MARKING 24")

554 LNFT $____________ $____________

A5150 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (VDOT Spec 704-TYPE B CLASS I

PVMT LINE MRKG 4")

5,805 LNFT $____________ $____________

A5200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (VDOT Spec 704-TYPE B CLASS I

PVMT LINE MRKG 8")

830 LNFT $____________ $____________

A5250 63405-0050 PAVEMENT MARKINGS, SYMBOLS (VDOT Spec 704-NS PAVE. MESSAGE

MARKING Pavement Message Marking NO PARKING Type B Class II)

2 EACH $____________ $____________

A5300 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW (VDOT Spec 704-PVMT SYMB

MRKG SGL TURN ARROW TY B, CL II)

7 EACH $____________ $____________

A5350 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW (VDOT Spec 704-PVMT

SYMB MRKG THRU ARROW TY B,CL II)

1 EACH $____________ $____________

A5400 63405-0600 PAVEMENT MARKINGS, TYPE B, STRAIGHT/TURN ARROW COMBINATION

(VDOT Spec 704-PVMT SYMB MRKG DBL TURN ARROW THRU/LT OR RT TY B, CL II)

4 EACH $____________ $____________

A5450 63405-0650 PAVEMENT MARKINGS, TYPE B, "ONLY" WORD MESSAGE (VDOT Spec

704-PVMT MESSAGE MARK. ONLY TY B CL II)

2 EACH $____________ $____________

A5500 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL (VDOT Spec

704-PVMT MRKG (INT'L ACCESSIBILITY SYMB) TY B CL II)

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 11

A5550 63406-0000 RAISED PAVEMENT MARKER (VDOT Spec 704-SNOW PLOW. RAISED PAVE.

MARKER ASPH.CONC)

53 EACH $____________ $____________

A5600 63501-0000 TEMPORARY TRAFFIC CONTROL (VDOT Spec ATTD & 512-NS MAINTENANCE

OF TRAFFIC MAINTENANCE OF TRAFFIC)

ALL LPSM $___LPSM_____ $____________

A5650 63506-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

(VDOT Spec 512-PORTABLE CHANGEABLE MESSAGE SIGN)

1,344 HOUR $____________ $____________

A5700 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL (VDOT Spec 703-PEDESTRIAN

ACTUATION PA-3)

4 EACH $____________ $____________

A5750 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL (VDOT Spec 510,703 & ATTD-NS

MODIFY Modify Existing Controller Cabinet)

1 EACH $____________ $____________

A5800 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL (VDOT Spec 700 & ATTD-NS

TRAFFIC SIGNALIZATION Accessible Pedestrian System Actuation Stations)

4 EACH $____________ $____________

A5850 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL (VDOT Spec 700 & ATTD-NS

TRAFFIC SIGNALIZATION Mounting Extender)

1 EACH $____________ $____________

A5900 63610-0400 CONDUIT, 1-INCH, PVC (VDOT Spec 700)

80 LNFT $____________ $____________

A5950 63610-1600 CONDUIT, 2-INCH, PVC (VDOT Spec 700)

70 LNFT $____________ $____________

A6000 63611-0100 WIRE, ELECTRICAL CONDUCTORS, 14 AWG (VDOT Spec 700-14/4

CONDUCTOR CABLE)

490 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 12

A6050 63611-0100 WIRE, ELECTRICAL CONDUCTORS, 14 AWG (VDOT Spec 700-14/1 ENCLOSED

COND. CABLE)

635 LNFT $____________ $____________

A6100 63611-0100 WIRE, ELECTRICAL CONDUCTORS, 14 AWG (VDOT Spec 700-14/2

CONDUCTOR CABLE SHIELDED)

490 LNFT $____________ $____________

A6150 63611-0400 WIRE, ELECTRICAL CONDUCTORS, 8 AWG (VDOT Spec 700-CONDUCTOR

CABLE, NO. 8 EGC)

70 LNFT $____________ $____________

A6200 63613-0000 SIGNAL HEAD (VDOT Spec 703-HANGER ASSEMBLY SMB-3, ONE WAY)

4 EACH $____________ $____________

A6250 63613-0000 SIGNAL HEAD (VDOT Spec 703-PEDESTRIAN SIGNAL HEAD SP-9)

4 EACH $____________ $____________

A6300 63701-0000 FIELD OFFICE (VDOT Spec 514- FIELD OFFICE TY.II)

6 EACH $____________ $____________

A6350 64620-1000 REMOVE AND RESET HISTORIC MARKER (VDOT Spec 700-NS TRAFFIC SIGN

Historical Marker Relocation)

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 13

B0100 15101-0000 MOBILIZATION (VDOT Spec 513)

ALL LPSM $___LPSM_____ $____________

B0150 15201-0000 CONSTRUCTION SURVEY AND STAKING (VDOT Spec 517)

ALL LPSM $___LPSM_____ $____________

B0200 15705-0100 SOIL EROSION CONTROL, SILT FENCE (VDOT Spec 303)

245 LNFT $____________ $____________

B0250 15706-0200 SOIL EROSION CONTROL, CHECK DAM

13 EACH $____________ $____________

B0300 20303-1600 REMOVAL OF PAVEMENT, ASPHALT (VDOT Spec 508-DEMOLITION OF

PAVEMENT FLEXIBLE)

1,119 SQYD $____________ $____________

B0350 20315-0000 SAWCUTTING PAVEMENT (VDOT Spec 315-NS SAW-CUT ASPH CONC SAW

CUT FULL DEPTH)

1,140 LNFT $____________ $____________

B0400 20401-0000 ROADWAY EXCAVATION (VDOT Spec 303-SILTATION CONTROL

EXCAVATION)

46 CUYD $____________ $____________

B0450 20401-0000 ROADWAY EXCAVATION (VDOT Spec 303-REGULAR EXCAVATION)

976 CUYD $____________ $____________

B0500 21301-0000 SUBGRADE STABILIZATION (VDOT Spec 305-GEOTEXTILE SUBGRADE

STABILIZATION)

2,574.00 SQYD $____________ $____________

B0550 30101-0000 AGGREGATE BASE (VDOT Spec ATTD-NS AGGR. MATERIAL NO. 57 STONE)

1,081 TON $____________ $____________

B0600 30101-0000 AGGREGATE BASE (VDOT Spec 308-AGGR. BASE MATL. TY. I NO. 21B)

766 TON $____________ $____________

B0650 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. SM-12.5E)

Bid Schedule Schedule:B Schedule Type:Options

B - 14

486 TON $____________ $____________

B0700 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. IM-19.0D)

124 TON $____________ $____________

B0750 40101-1400 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. BM-25.0D)

186 TON $____________ $____________

B0800 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH (VDOT Spec 515-FLEXIBLE

PAVEMENT PLANING 0"-2")

3,291 SQYD $____________ $____________

B0850 60103-0060 CONCRETE, HEADWALL FOR 12-INCH PIPE CULVERT (VDOT Spec

302-ENDWALL EW-12)

4 EACH $____________ $____________

B0900 60510-0300 4-INCH COLLECTOR PIPE (VDOT Spec 501-UNDERDRAIN UD-4)

1,137 LNFT $____________ $____________

B0950 60510-0400 4-INCH OUTLET PIPE (VDOT Spec 501-OUTLET PIPE)

58 LNFT $____________ $____________

B1000 62903-0000 CELLULAR CONFINEMENT SYSTEM (VDOT Spec ATTD-NS GEOWEB

CELLULAR CONFINEMENT TRIAXIAL GEOGRID REINFORCEMENT)

475.666 SQYD $____________ $____________

B1050 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (VDOT Spec 704-TYPE B CLASS II

PAVE. LINE MARKING 24")

141 LNFT $____________ $____________

B1100 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (VDOT Spec 704-TYPE B CLASS I

PVMT LINE MRKG 4")

2,070 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 15

B1150 63406-0000 RAISED PAVEMENT MARKER (VDOT Spec 704-SNOW PLOW. RAISED PAVE.

MARKER ASPH.CONC)

40 EACH $____________ $____________

B1200 63501-0000 TEMPORARY TRAFFIC CONTROL (VDOT Spec ATTD & 512-NS MAINTENANCE

OF TRAFFIC MAINTENANCE OF TRAFFIC)

ALL LPSM $___LPSM_____ $____________

B1250 63701-0000 FIELD OFFICE (VDOT Spec 514- FIELD OFFICE TY.II)

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 16

C0100 15101-0000 MOBILIZATION (VDOT Spec 513)

ALL LPSM $___LPSM_____ $____________

C0150 15201-0000 CONSTRUCTION SURVEY AND STAKING (VDOT Spec 517)

ALL LPSM $___LPSM_____ $____________

C0200 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. SM-12.5E)

347 TON $____________ $____________

C0250 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH (VDOT Spec 515-FLEXIBLE

PAVEMENT PLANING 0"-2")

2,593 SQYD $____________ $____________

C0300 63501-0000 TEMPORARY TRAFFIC CONTROL (VDOT Spec ATTD & 512-NS MAINTENANCE

OF TRAFFIC MAINTENANCE OF TRAFFIC)

ALL LPSM $___LPSM_____ $____________

C0350 63701-0000 FIELD OFFICE (VDOT Spec 514- FIELD OFFICE TY.II)

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 17

D0100 20401-0000 ROADWAY EXCAVATION (VDOT Spec 303-REGULAR EXCAVATION)

149 CUYD $____________ $____________

D0150 21301-0000 SUBGRADE STABILIZATION (VDOT Spec 305-GEOTEXTILE SUBGRADE

STABILIZATION)

304.00 SQYD $____________ $____________

D0200 30101-0000 AGGREGATE BASE (VDOT Spec 308-AGGR. BASE MATL. TY. I NO. 21B)

115 TON $____________ $____________

D0250 30101-0000 AGGREGATE BASE (VDOT Spec ATTD-NS AGGR. MATERIAL NO. 57 STONE)

114 TON $____________ $____________

D0300 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. SM-12.5E)

22 TON $____________ $____________

D0350 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. IM-19.0D)

22 TON $____________ $____________

D0400 40101-1400 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (VDOT Spec

315-ASPHALT CONCRETE TY. BM-25.0D)

33 TON $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Options

B - 18

BID SUMMARY

Project VA ST LEE AVE GATE

(1) Schedule A (Base Contract) Bid Total (from Page B-12) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-15) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-16) = (3) $____________________

(4) Schedule D (Government Option 3) Bid Total (from Page B-17)…