IFB Solicitation - NP-NATR 3E16 3F25.pdf

Contract No.

CONTRACTOR:

ADDRESS:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

NP-NATR 3E16, 3F25

NATIONAL PARK SERVICE

NATCHEZ TRACE PARKWAY

NPS PMIS Nos. 159666A and 159671A and 206843A

NPS Drwg No. 604/182854

SOLICITATION

IFB No. 693C73- 23-B-000008

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

STATE Mississippi

COUNTY Pontotoc, Hinds, Madison, Chickasaw

PARK Natchez Trace Parkway

TYPE OF IMPROVEMENT

This project consists ofresurfacing the Natchez Trace Parkway, including ramps, bridges, intersections, various access roads, and parking/pull-off areas. The work will include asphalt overlay, sideslope repairs, wedge and leveling, spot patching, and other miscellaneous work.

Project Length Totals

26.72 13.02

For Parking Areas, Lane Miles is calculated as SQFT/1 lft (nominal) lane

Parking Roadway / Parking Area / Other Stations / SQFT Linear Route Lane

Sthedule Area Feet Miles Miles

A □ Parkway Mainline (000 lF) 31672 To 63653 31,981 6.06 12.12

A � Tockshish Parking (Route 0965) 8,569 0.00 0.15

A □ SR 41 Access Road (Route 0148) 0 To 580 580 0.11 0.00

A � Monroe Mission Parking (Route 0964) 5,667 0.00 0.10

B □ Parkway Mainline (000lF) 26988 To 31672 4,684 0.89 0.00

C □ Parkway Mainline (000 lE) 1277 To 1738 461 0.09 0.00

C □ Parkway Mainline (000 lF) 1738 To 26988 25,250 4.78 0.00

C � Hernando de Soto Parking (Route 0963) 13,289 0.00 0.23

C � Davis Lake/Owl Creek Mound Access Road (Route 0 14 7)

20,507 0.00 0.35

C � Chickasaw Agency Parking (Route 0962) 4,310 0.00 O.Q7

C □ DA SR 32 Access Road (Route 0146) 0 To 462 462 0.09 0.00

D □ Parkway Mainline (000 lF) 10757 To 10957 200 0.04 0.00

F □ Parkway Mainline (000 lF) 39887 To 40034 147 O.Q3 0.00

F □ Parkway Mainline (000lF) 47432 To 47512 80 0.02 0.00

F □ Parkway Mainline (000lF) 59247 To 59348 101 0.02 0.00

E □ Parkway Mainline 0 To 77009 77,009 14.59 0.00

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 5

Statement of Work 1 page

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-16

*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-3

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-5

Minimum Wage Schedule F-6 through F-37

*General Contract Requirements G-1 through G-8

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-51

Section K K-1 through K-3

Permits Obtained for this Project 1 through 58

SPECIFICATIONS On The Secure Large File Transfer

Plans 1 through 92 Bridge As-Built Drawings 1 through 115 Categorical Exclusion Form (NEPA) 1 through 6 DRAFT SWPPP 1 through 75 NP NATR 3E16_3F25_FINAL Pavement Report 1 through 51

* 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-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.

PROPOSAL BOOKLET AND OFFER 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:

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.

INTERNET BASED DATA BASES - REQUIRED INPUT:

According to FAR Subpart 4.1102 contractors are required to be registered in the System for Award Management (SAM) at the time a bid is submitted. Access the following web site to register: https://www.sam.gov/.

According to FAR Subpart 4.1201 contractors are required to complete electronic annual representations and certifications in SAM accessed via https://www.sam.gov/ as a part of required registration.

According to FAR Subpart 22.1302 (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 on-line 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.

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

NOTICE TO BIDDERS

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.

OBTAINING BID 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 facsmile. 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 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.

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. 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-16)

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.

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

CHECKLIST FOR BID SUBMISSION

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

Form completed, signed and submitted with bid

7. 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.

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

9. 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.

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.

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

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

ASHBURN VA 20147

See Block 7

YULIYA KENT

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

EFLHD.Contracts@dot.gov

See Block 10 x

02/08/2023

693C7323B000008

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

This Invitation for Bids is for the Natchez Trace Parkway, Project No. NP-NATR 3E16, 3F25, located in Pontotoc, Hinds, Madison, Chickasaw Counties, Mississippi 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-16.

Special Contract Requirements, Section J - pages J-1 through J-51.

Plans, Sheets 1 through 92.

Bridge As-Built Drawings, pages 1 through 115.

Categorical Exclusion Form (NEPA), pages 1 through 6.

DRAFT SWPPP, pages 1 through 75.

NP NATR 3E16_3F25_FINAL Pavement Report, pages 1 through 51.

Permits, pages 1 through 58.

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.)

10 201 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

03/14/2023

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 Branch Quantum Park 22001 Loudoun County Parkway Suite E2-2-200 Ashburn, VA 20147

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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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)

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: Yuliya Kent on the subject line of your email. Please note you must include a scanned copy of your official bid bond along with your bid documents if you submit your bid electronically.

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. National Park Service Sign Manual, revised - January 1988, United States Department of the Interior. http://flh.fhwa.dot.gov/resources/design/library.

3. Bridge As-Built Drawings

4. Categorical Exclusion Form (NEPA)

5. DRAFT SWPPP

6. NP NATR 3E16_3F25_FINAL Pavement Report

7. Permits

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:

Maximum Time Allowed for the Contract if Schedules A, B, C, D, E, and F are Awarded at the Same Time:

If the Government awards the contract as Schedules A+B+C+D+E+F, the performance period to complete all contract work will be 201 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 91 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

mailto:EFLHD.Contracts@dot.gov http://flh.fhwa.dot.gov/resources/design/library

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 44 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 67 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 90 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 56 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

If Schedule F (Government Option 5) is exercised after the award of the original contract, the performance period to complete all Schedule F work will be 58 calendar days and will start on the effective date of Schedule F’s Notice to Proceed.

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.)

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 May 2023. See

Subsection 108.01 of the SCRs for additional details.

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 (Government Option 1) - $ Schedule C (Government Option 2) - $ Schedule D (Government Option 3) - $ Schedule E (Government Option 4) - $ Schedule F (Government Option 5) - $

Other:

The estimated price is expected to fall within the price range of $10,000,000 to $20,000,000.

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. FP-14 versions can be downloaded at the FHWA web site located at http://flh.fhwa.dot.gov/resources/specs/.

Electronic bids must contain the required signatures (electronic or by hand).

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

STATEMENT OF WORK

Sealed bids from certified Small Business Concerns only will be accepted for the Natchez Trace Parkway, Project NP-NATR 3E16, 3F25, Solicitation Number 693C73-23-B-000008, located in Pontotoc, Hinds, Madison, Chickasaw Counties, Mississippi. This project consists of resurfacing the Natchez Trace Parkway, including ramps, bridges, intersections, various access roads, and parking/pull-off areas. The work will include asphalt overlay, sideslope repairs, wedge and leveling, spot patching, 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 $10,000,000 to $20,000,000.

The performance period to complete all contract work will be 201 calendar days after the issuance of the Notice to Proceed.

BID SCHEDULE INSTRUCTIONS

PROJECT: NP-NATR 3E16, 3F25

BIDDERS PLEASE NOTE: Before preparing the proposal, carefully read the Instructions to Bidders. While preparing the proposal 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, offerors 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 - $.

Schedule E - $.

Schedule F - $.

SCHEDULES OF WORK

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

Schedule A (Base Contract) – Page B-1 thru B-3 Schedule B (Government Option 1) – Page B-4 thru B-5 Schedule C (Government Option 2) – Page B-6 thru B-8 Schedule D (Government Option 3) – Page B-9 thru B-10 Schedule E (Government Option 4) – Page B-11 thru B-12 Schedule F (Government Option 5) – Page B-13 thru B-15

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B, C, D, E, and F (Government Options 1, 2, 3, 4, and 5); 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 task order. If complete funding is in place at the time of award of Schedule A (Base Contract), the Government may award Schedules B, C, D, E, and F (Government Options 1, 2, 3, 4, and 5) at that time. If additional funding is required for the award of Schedules B, C, D, E, and F (Government Options 1, 2, 3, 4, and 5), and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedules B, C, D, E, and F (Government Options 1, 2, 3, 4, and 5) 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).

Schedule C (Government Option 2): No later than the contract completion date for Schedule B (Government Option 1).

Schedule D (Government Option 3): No later than the contract completion date for Schedule C (Government Option 2).

Schedule E (Government Option 4): No later than the contract completion date for Schedule D (Government Option 3).

Schedule F (Government Option 5): No later than the contract completion date for Schedule E (Government Option 4).

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 + C + D +E +F, the performance period to complete all work will be 201 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 91 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 44 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 67 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 90 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 56 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

If Schedule F (Government Option 5) is exercised after the award of the original contract, the performance period to complete all Schedule F work will be 58 calendar days and will start on the effective date of Schedule F’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).

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 May 2023. See Subsection 108.01 of the SCRs for additional details.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible offeror 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 + Schedule E (Government Option 4) Bid Total + Schedule F (Government Option 5) Bid Total.

B - 1

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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

15,100 LNFT $____________ $____________

A0140 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0150 20301-1200 REMOVAL OF HEADWALL

1 EACH $____________ $____________

A0160 20302-0500 REMOVAL OF CURB, CONCRETE

140 LNFT $____________ $____________

A0170 20302-2600 REMOVAL OF PAVEMENT MARKINGS

108,000 LNFT $____________ $____________

A0180 20315-0000 SAWCUTTING PAVEMENT

690 LNFT $____________ $____________

A0190 20401-0000 ROADWAY EXCAVATION

510 CUYD $____________ $____________

A0200 31302-0000 AGGREGATE-TOPSOIL COURSE

15,000 SQYD $____________ $____________

A0220 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (TYPE I-A OR TYPE IV

ROUGHNESS, PG 67-22)

7,050 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-NATR 3E16,3F25

Project Name:Natchez Trace Parkway (MP 86 to MP 102 and MP 239.23 to MP 251)

B - 2

A0230 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 67-22)

1,430 TON $____________ $____________

A0240 40102-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, WEDGE AND LEVELING COURSE (PG 67-22)

990 TON $____________ $____________

A0260 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

980 TON $____________ $____________

A0270 41201-0000 TACK COAT

63 TON $____________ $____________

A0280 41301-0000 ASPHALT PAVEMENT MILLING (MICROMILLING)

10,400 SQYD $____________ $____________

A0290 41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH

8,780 SQYD $____________ $____________

A0300 41401-2000 CRACKS, CLEANING AND SEALING

9,440 LNFT $____________ $____________

A0310 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

750 SQYD $____________ $____________

A0320 55225-0000 CLEAN AND RESEAL JOINTS (POURABLE JOINT)

70 LNFT $____________ $____________

A0330 55235-0000 EXPANSION JOINTS (ASPHALTIC PLUG)

70 LNFT $____________ $____________

A0340 60515-0000 UNDERDRAIN CLEANOUT (DRAINAGE WEEP HOLE)

24 EACH $____________ $____________

A0350 60706-0000 CLEANING DRAINAGE STRUCTURE

1 EACH $____________ $____________

A0360 60802-0400 PAVED WATERWAY, TYPE 4

26 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A0370 60901-0000 CURB, CONCRETE

170 LNFT $____________ $____________

A0380 61401-0000 LEAN CONCRETE BACKFILL (FLOWABLE FILL)

6 CUYD $____________ $____________

A0390 62036-0000 JOINT SEALANT

125 LNFT $____________ $____________

A0400 62501-0000 TURF ESTABLISHMENT

4.4 ACRE $____________ $____________

A0410 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

75 SQFT $____________ $____________

A0420 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID (PROFILED)

10,500 LNFT $____________ $____________

A0430 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

64,400 LNFT $____________ $____________

A0440 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN

33,100 LNFT $____________ $____________

A0450 63406-0200 RAISED PAVEMENT MARKER, NON-PLOWABLE, BI-DIRECTIONAL

REFLECTIVE

12 EACH $____________ $____________

A0460 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A0470 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

B0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

950 LNFT $____________ $____________

B0140 20302-2600 REMOVAL OF PAVEMENT MARKINGS

14,800 LNFT $____________ $____________

B0150 20401-0000 ROADWAY EXCAVATION

35 CUYD $____________ $____________

B0160 31302-0000 AGGREGATE-TOPSOIL COURSE

2,190 SQYD $____________ $____________

B0170 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (Type I-A ROUGHNESS, PG

67-22)

960 TON $____________ $____________

B0180 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 67-22)

100 TON $____________ $____________

B0190 40102-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, WEDGE AND LEVELING COURSE (PG 67-22)

105 TON $____________ $____________

B0210 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

70 TON $____________ $____________

B0220 41201-0000 TACK COAT

8 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 5

B0230 41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH

605 SQYD $____________ $____________

B0240 41401-2000 CRACKS, CLEANING AND SEALING

955 LNFT $____________ $____________

B0250 62501-0000 TURF ESTABLISHMENT

0.45 ACRE $____________ $____________

B0260 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

9,840 LNFT $____________ $____________

B0270 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN

4,900 LNFT $____________ $____________

B0280 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 6

C0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

4,745 LNFT $____________ $____________

C0140 20301-3400 REMOVAL OF WHEELSTOP

2 EACH $____________ $____________

C0150 20302-0500 REMOVAL OF CURB, CONCRETE

41 LNFT $____________ $____________

C0160 20302-2600 REMOVAL OF PAVEMENT MARKINGS

92,900 LNFT $____________ $____________

C0170 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

12 SQYD $____________ $____________

C0180 20315-0000 SAWCUTTING PAVEMENT

255 LNFT $____________ $____________

C0190 20401-0000 ROADWAY EXCAVATION

160 CUYD $____________ $____________

C0200 31302-0000 AGGREGATE-TOPSOIL COURSE

11,800 SQYD $____________ $____________

C0220 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (TYPE I-A OR TYPE IV

ROUGHNESS, PG 67-22)

5,950 TON $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 7

C0230 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 67-22)

1,430 TON $____________ $____________

C0240 40102-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, WEDGE AND LEVELING COURSE (PG 67-22)

860 TON $____________ $____________

C0260 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

320 TON $____________ $____________

C0270 41201-0000 TACK COAT

54 TON $____________ $____________

C0280 41301-0000 ASPHALT PAVEMENT MILLING (MICROMILLING)

11,700 SQYD $____________ $____________

C0290 41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH

8,740 SQYD $____________ $____________

C0300 41401-2000 CRACKS, CLEANING AND SEALING

7,210 LNFT $____________ $____________

C0310 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

680 SQYD $____________ $____________

C0320 55225-0000 CLEAN AND RESEAL JOINTS (POURABLE JOINT)

740 LNFT $____________ $____________

C0330 60515-0000 UNDERDRAIN CLEANOUT (DRAINAGE WEEP HOLE)

20 EACH $____________ $____________

C0340 60901-0000 CURB, CONCRETE

40 LNFT $____________ $____________

C0350 61504-1000 ACCESSIBILITY RAMP, CONCRETE

12 SQYD $____________ $____________

C0360 62501-0000 TURF ESTABLISHMENT

2.4 ACRE $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 8

C0370 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

60 SQFT $____________ $____________

C0380 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID (PROFILED)

8,300 LNFT $____________ $____________

C0390 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

60,300 LNFT $____________ $____________

C0400 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN

24,300 LNFT $____________ $____________

C0410 63405-3650 PAVEMENT MARKINGS, TYPE I, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

C0420 63406-0200 RAISED PAVEMENT MARKER, NON-PLOWABLE, BI-DIRECTIONAL

REFLECTIVE

16 EACH $____________ $____________

C0430 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 9

D0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

D0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

D0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

D0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

440 LNFT $____________ $____________

D0140 20103-0000 CLEARING AND GRUBBING

1,220 SQYD $____________ $____________

D0150 20315-0000 SAWCUTTING PAVEMENT

50 LNFT $____________ $____________

D0160 20420-0000 EMBANKMENT CONSTRUCTION

2,020 CUYD $____________ $____________

D0170 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B

3,030 SQYD $____________ $____________

D0180 20703-0000 GEOGRID (TYPE V)

5,430 SQYD $____________ $____________

D0190 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE (DEEP

PATCH EMBANKMENT REPAIR)

2,200 SQFT $____________ $____________

D0200 25510-0000 SELECT GRANULAR BACKFILL (#57 STONE)

2,020 CUYD $____________ $____________

D0210 30101-4000 AGGREGATE BASE GRADING C OR D

230 TON $____________ $____________

D0220 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

280 SQYD $____________ $____________

Bid Schedule Schedule:D Schedule Type:Options

B - 10

D0230 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (TYPE 1-A ROUGHNESS,

PG 67-22)

40 TON $____________ $____________

D0240 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 67-22)

120 TON $____________ $____________

D0250 41201-0000 TACK COAT

0.45 TON $____________ $____________

D0260 60501-0000 STANDARD UNDERDRAIN SYSTEM

420 LNFT $____________ $____________

D0270 62403-0000 FURNISHING AND PLACING TOPSOIL

180 CUYD $____________ $____________

D0280 62501-0000 TURF ESTABLISHMENT

0.24 ACRE $____________ $____________

D0290 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

885 SQYD $____________ $____________

D0300 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

840 LNFT $____________ $____________

D0310 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Options

B - 11

E0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

E0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

E0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

E0130 31302-0000 AGGREGATE-TOPSOIL COURSE

4,660 SQYD $____________ $____________

E0150 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (TYPE IV ROUGHNESS, PG

67-22)

2,190 TON $____________ $____________

E0160 40102-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, WEDGE AND LEVELING COURSE (PG 67-22)

220 TON $____________ $____________

E0180 41201-0000 TACK COAT

11 TON $____________ $____________

E0190 41301-0000 ASPHALT PAVEMENT MILLING (VARIABLE DEPTH)

26,900 SQYD $____________ $____________

E0200 62501-0000 TURF ESTABLISHMENT

0.92 ACRE $____________ $____________

E0210 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

27,100 LNFT $____________ $____________

E0220 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN

7,950 LNFT $____________ $____________

E0230 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:E Schedule Type:Options

B - 12

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:E Schedule Type:Options

B - 13

F0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

F0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

F0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

F0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

390 LNFT $____________ $____________

F0140 20103-0000 CLEARING AND GRUBBING

2,160 SQYD $____________ $____________

F0150 20302-2100 REMOVAL OF PIPE CULVERT

30 LNFT $____________ $____________

F0160 20315-0000 SAWCUTTING PAVEMENT

50 LNFT $____________ $____________

F0170 20403-0000 UNCLASSIFIED BORROW

1,840 CUYD $____________ $____________

F0180 20420-0000 EMBANKMENT CONSTRUCTION

2,170 CUYD $____________ $____________

F0190 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B

660 SQYD $____________ $____________

F0200 20703-0000 GEOGRID (TYPE V)

1,020 SQYD $____________ $____________

F0210 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE (DEEP

PATCH EMBANKMENT REPAIR)

440 SQFT $____________ $____________

F0220 25510-0000 SELECT GRANULAR BACKFILL (#57 STONE)

330 CUYD $____________ $____________

Bid Schedule Schedule:F Schedule Type:Options

B - 14

F0230 30101-4000 AGGREGATE BASE GRADING C OR D

90 TON $____________ $____________

F0240 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

55 SQYD $____________ $____________

F0250 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (TYPE 1-A ROUGHNESS,

PG 67-22)

17 TON $____________ $____________

F0260 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 67-22)

45 TON $____________ $____________

F0270 41201-0000 TACK COAT

0.18 TON $____________ $____________

F0280 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

F0290 60201-0800 24-INCH PIPE CULVERT (REINFORCED CONCRETE)

30 LNFT $____________ $____________

F0300 60501-0000 STANDARD UNDERDRAIN SYSTEM

85 LNFT $____________ $____________

F0310 62403-0000 FURNISHING AND PLACING TOPSOIL

185 CUYD $____________ $____________

F0320 62501-0000 TURF ESTABLISHMENT

0.35 ACRE $____________ $____________

F0330 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

1,570 SQYD $____________ $____________

F0340 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

335 LNFT $____________ $____________

Bid Schedule Schedule:F Schedule Type:Options

B - 15

F0350 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:F Schedule Type:Options

B - 16

BID SUMMARY

Project NP-NATR 3E16, 3F25

(1) Schedule A (Base Contract) Bid Total (from Page B-3) = (1) $

(2) Schedule B (Government Option 1) Bid Total (from Page B-5) = (2) $

(3) Schedule C (Government Option 2) Bid Total (from Page B-8) = (3) $

(4) Schedule D (Government Option 3) Bid Total (from Page B-10) = (4) $

(5) Schedule E (Government Option 4) Bid Total (from Page B-12) = (5) $

(6) Schedule F (Government Option 5) Bid Total (from Page B-15) = (6) $

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) + (4) + (5) + (6) = $

Maximum Time Allowed for the Contract if Schedules A, B, C, D, E, and F are Awarded at the Same Time:

If the Government awards the contract as Schedules A + B + C +D + E +F, the performance period to complete all contract work will be 201 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 91 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 44 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 67 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 90 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 56 calendar days and will…