IFB Solicitation - PRA-NATR 3H23 J10.pdf

Contract No.:

U S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT PRA-NATR 3H23, J10

NATCHEZ TRACE PARKWAY

SOLICITATION

IFB NO.: DTFH71-11-B-00010

This Contract Cites Standard Specifications FP-03

U.S. Customary Units

CONTRACTOR:

ADDRESS:

STATE: Mississippi

COUNTY: Choctaw

PARK: Natchez Trace Parkway

ROADWAYS: STATIONS MILES

Parkway MP 181 to MP 204 23

Jeff Busby Park 1.9

Pulloffs/Parking areas _

PROJECT LENGTH TOTAL: 24.9 Miles

TYPE OF IMPROVEMENT:

Resurfacing and rehabilitating 23 miles of the Natchez Trace Parkway from Milepost 181 to Milepost 204. This includes a ramp to MS Hwy. 9, and pulloff areas, overlooks, and parking areas in the Jeff Busby Park Area. Mill and overlay of 19 bridges for full curb reveal.

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 4

*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 6

Representations and Certifications (OCRA online) D-1 through D-3

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-9

Minimum Wage Schedule F-10 through F-13

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1 through H-2

Special Contract Requirements J-1 through J-39

Section K K-1 through K-3

Permits Obtained for this Project 1 through 52

SPECIFICATIONS On CD

Plans 1 through 76

Soils & Pavement Report 1 through 229

* Bidder’s Qualifications Form 1 through 7

* Federal Contractor Veterans’ Employment Report VETS-100A 1 through 2

Small Business Subcontractor Plan 1 through 6

*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 on the GSA website at www.arnet.gov/far/.

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:

As stated in FAR Clause 52.236-1, the Contractor shall perform on the site, and with its own organization, work equivalent to at least 50%. Additional guidance is given in FAR Subpart 35.005 where the majority of the project work is complex and specialized such as restoration work, bridge painting, and proprietary construction techniques (i.e. proprietary Cintec arch strengthening.) There are exceptions and they will be reviewed on a case-by-case basis.

HAZARDOUS MATERIALS IDENTIFICATION AND MATERIAL SAFETY DATA:

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data, the apparent low 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.

ATTENTION LARGE BUSINESSES - UTILIZATION OF SMALL BUSINESS CONCERNS:

Large business Offerors should note their responsibilities in the awarding of subcontracts in accordance with FAR Clause 52.219-8, Utilization of Small Business Concerns. The offeror, if a large business concern, should note its responsibility to establish and conduct a Subcontracting Plan in accordance with FAR Clause 52.219-9, Alternate I, Small Business Subcontracting Plan. If the apparent Low Offeror is a LARGE BUSINESS it will be required to submit a Subcontracting Plan within 2 weeks of receipt of request from the Contracting Officer. If the apparent low offeror fails to submit a subcontracting plan acceptable to the Contracting Officer within the allowable time, the offeror may be ineligible for award of the contract. PLEASE NOTE: A blank sub-contractor plan is included in this solicitation package as a separate document for your use.

FINANCING ASSISTANCE: Minority, Women-owned, and Disadvantaged Business Enterprises (DBE's). The Department of Transportation (DOT) offers working capital financing assistance for transportation related contracts. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $750,000 with interest at the prime rate. For further information, call (800) 532-1169 or 202-366-1930. Internet address:

http://osdbuweb.dot.gov

INTERNET BASED DATA BASES - REQUIRED INPUT:

According to the FAR Subpart 4.1102 contractors MUST be registered in Central Contractor Registration (CCR) prior to contract award. Access the following web site to register:

www.ccr.gov

According to the FAR Subpart 4.1201 contractors MUST complete their Online Annual Representations and Certifications Application (ORCA) prior to contract award online at http://orca.bpn.gov/.

NOTICE TO BIDDERS

According to the FAR Subpart 22.1302 (b) contractors and sub-contractors MUST complete the required Annual Vets-100A Form in order to be eligible for a contract award. It can be completed on-line at http://vets100.com. This should be completed and submitted with your bid package.

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 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: http://www.fbo.gov/ or the Eastern Federal Lands Highway Division website: http://www.efl.fhwa.dot.gov/contracting/Documents.aspx 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 Solicitation No., Project Name & Number, time for Receipt of Offers and send to Room 105.

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.

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

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. Fill In's. The following full text Clauses and/or Provision numbers shall be checked or filled in and return with the bid package:

a. 52.219-4 – HubZone ONLY - See Section F, Clause 52-219-4, paragraph "C", check block if wavier is applicable.

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

Form completed, signed and submitted with bid

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

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

• 23% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBzones

• 5% - Small Woman Owned Business Entities (SWBE)

• 3% - Service-Disabled Veteran-Owned Small Businesses (SDVOSB)

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

BE COMPLETED ELECTRONICALLY PRIOR TO CONTRACT AWARD.

9. Central Contractor Registration (CCR): The Contractor is currently registered in the Internet-Based CCR database at http://www.ccr.gov. If contractor elects to have CCR viewed by public they must submit a copy with Bidder’s Qualification Package.

10. Online Representations and Certifications Application (ORCA): The Contractor's Representations and Certifications have been input online via the Internet-Based ORCA electronic database at http://orca.bpn.gov.

11. Vets100 Reporting: The Contractor has completed the annual Internet-Based reporting requirement online at http://vets100.com. The website is currently down until July 2011, please complete the form provided and submit a copy to EFLHD. Please be advised that when the website is back up your firm will need to submit an electronic copy.

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

DATA IN THE THREE 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

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

PP11066

Federal Highway Administration

Eastern Federal Lands Highway Div.

Acquisitions Office 21400 Ridgetop Circle

EFLHD-AC

Sterling VA 20166-6511

SEE BLOCK 7

Shirley Anderson eflhd.contracts@dot.gov

NATR 3H23, J10

x

05/11/2011

DTFH7111B00010

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. PRA-NATR

3H23, J10, located in Choctaw, 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-39.

Plans (Drawings), Sheets 1 through 76.

Soils and Pavement Report, pages 1 through 229.

Permits, pages 1 through 52.

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.)

10 245 calendar days and complete it within ________________ ________________ calendar days after receiving

CONTINUATION SHEET BLOCK 11

06/14/2011

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)

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

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

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

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

AMENDMENT NO.

DATE.

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

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

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

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

BY

2PAGE OF

Federal Highway Administration Eastern Federal Lands Highway Div.

Construction Office 21400 Ridgetop Circle

EFLHD-CO

Sterling VA 20166-6511

28. NEGOTIATED AGREEMENT 29. AWARD

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

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text Federal Highway Administration Federal Lands Highway A/P Branch, AMZ-150 PO Box 25710 or E-Mail

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125 shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text shirley.anderson Typewritten Text

CONTINUATION OF SF 1442

Block 2:

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

This procurement is made pursuant to Public Law 100-656 Title VII, which established the Small Business Competitiveness Demonstration Program. This procurement falls under North American Industry Classification System (NAICS) code 237310 - Highway, Street, and Bridge Construction (see FAR Subpart 19.10)

The award of this project is subject to a 10% price evaluation preference for eligible HubZone Small Business Concerns (must be on the SBA listing) (see FAR Clause 52.219-4).

Facsimile and electronic bids will not be accepted.

PHYSICAL DATA AVAILABLE FOR REVIEW

1. Manual on Uniform Traffic Control Devices for Streets and Highways, 2003 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://www.nps.gov/npsigns.

3. Soils and Pavement Report

4. 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:

The number of calendar days for Schedule A (Base Contract) cannot be lower than 70 calendar days and cannot exceed 95 calendar days. The number of calendar days for Schedule C (Option

2) cannot be lower than 40 calendar days and cannot exceed 80 calendar days. The number of calendar days for Schedule D (Option 3) cannot be lower than 60 calendar days and cannot exceed 100 calendar days. The number of calendar days for Schedule A through Schedule D if awarded at the same time cannot be lower than 170 calendar days and cannot exceed 245 calendar days. Please note that Schedule B (Option 1) is to be constructed concurrently with Schedule A. Start of Schedule C overlaps with end of Schedules A and B by approximately 10 calendar days. Start of Schedule D overlaps with end of Schedule C by approximately 10 calendar days.

The completion time for the contract will be the time offered by the successful bidder, not to exceed the maximum time above. Work restrictions can be found in SCR Sections 108 and 156.

http://www.nps.gov/npsigns� mailto:eflhd.contracts@dot.gov�

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

DO NOT INCLUDE ANY CONTRACT ADMINISTRATION COSTS IN BLOCK 17.

Other:

The estimated price is expected to fall within the price range of $3,000,000 to $7,000,000.

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-03 version can be downloaded at the FHWA web site. FHWA web site is http://www.efl.fhwa.dot.gov/contracting-manuals-guides.aspx then click on Construction Specifications.

Subcontracting Goals

Required from all other than Small business when the requirement is expected to exceed $650,000 ($1,500,000 for Construction) [FAR 19.702]. The Contracting Officer, along review and advisory comments from the Office of Small Disadvantaged Business Utilization (OSDBU), is responsible for approving a reasonable and realistic plan [FAR 19.705-4] [TAM 1219.201(e)(6)]. The legislated subcontracting goals are as shown below. A copy of each subcontracting plan (or contractor statement that no subcontracts are to be awarded) must be provided to OSDBU prior to close of negotiations [TAM 1219.705-5 and - 6].

http://www.efl.fhwa.dot.gov/contracting/Documents.aspx�

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

• 23% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBzones

• 5% - Small Woman Owned Business Entities (SWBE)

• 3% - Service-Disabled Veteran-Owned Small Businesses (SDVOSB)

BID SCHEDULE INSTRUCTIONS

PROJECT: PRA-NATR 3H23,J10

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 by adding the amounts of the several items, and show in the block provided on Page B-4 for Schedule A, Page B-7 for Schedule B, Page B-10 for Schedule C and Page B-14 for Schedule D. 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 regarding scope of payment for direct and indirect payment work.

SCHEDULES OF WORK

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

Schedule A (Base Contract) - Natchez Trace Parkway - MP 181 to MP 195

Schedule B (Government Option 1) - Natchez Trace Parkway - Jeff Busby Park

Schedule C (Government Option 2) - Natchez Trace Parkway - MP 195 to MP 200

Schedule D (Government Option 3) - Natchez Trace Parkway - MP 200 to MP 204

The Government will award the project as Schedule A (Base Contract) 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 available funds and upon receipt of all required funding. If complete funding is in place at the time of award of Schedule A (Base Contract), the Government may award any, all, or no combination of Schedules B, C, and D (Government Options 1, 2, and 3) at that time. If funding for Schedules B, C, and D (Government Options 1, 2, and 3) is received after 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 30 calendar days after the Notice To Proceed of Schedule A (Base Contract).

Schedule C (Government Option 2): No later than 60 calendar days after the Notice To Proceed of Schedule A (Base Contract).

Schedule D (Government Option 3): No later than 60 calendar days after the Notice To Proceed of Schedule A (Base Contract).

BIDDING OF CALENDAR DAYS

For each schedule or option of work shown on the Bid Summary page(s), determine the number of calendar days necessary to complete that schedule or option of work from Notice To Proceed of that schedule or option of work to the completion of that schedule or option of work.

Determine the number of calendar days necessary to complete all contract work if all schedules and options are awarded at the same time. Specify the number of calendar days (NOT to exceed the maximum number of calendar days shown in Block 11 of the SF-1442) in the space provided on the Bid Summary page(s). If a minimum number of calendar days is provided in Block 11 of the SF-1442, do not specify a number of calendar days lower than the minimum. Failure to specify a number of calendar days for contract completion indicates the bidder accepts the maximum contract time provided in Block 11 of the SF-1442.

The number of calendar days specified by the successful bidder for the completion of the awarded combination of the Base Contract and Government Option(s) will become the performance period for the contract.

If the Government Option(s) are exercised after the award of the Base Contract, the number of calendar days specified by the successful bidder for that Government Option(s) will become the performance period for that Government Option(s) and will begin once the Notice to Proceed is issued for that Government Option(s).

In developing a construction schedule to determine the number of calendar days included in their bid, bidders should consider and include any 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. Bidders are advised to consider 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). Bidders are also advised to consider 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). The total calendar days bid should also include any work limitations and any delay days or Contractor/supplier winter shutdowns required due to weather sensitive work items.

It is assumed that when Schedule B (Government Option 1) is exercised, it will be constructed concurrently with Schedule A (Base Contract), therefore providing the number of calendar days necessary to complete Schedule B (Government Option 1) separately is not required.

It is assumed that when Schedule C (Government Option 2) is exercised, the Contractor will be ordered to begin Schedule C (Government Option 2) construction operations approximately 10 calendar days prior to the completion of the performance period for Schedule A (Base Contract) and both will be constructed concurrently for those 10 calendar days.

It is assumed that when Schedule D (Government Option 3) is exercised, the Contractor will be ordered to begin Schedule D (Government Option 3) construction operations approximately 10 calendar days prior to the completion of the performance period for Schedule C (Government Option 2) and both will be constructed concurrently for those 10 calendar days.

Bidders are instructed to bid their calendar days for each schedule of work accordingly.

When evaluating the bids, the Government will consider the Contract Administrative Cost for the project to be $2,700 per calendar day bid. The Contract Administrative Cost is only used to determine the Evaluation Total Price of Project.

Fill in the Bid Total(s) and the Contract Administrative Cost(s) as directed on the Bid Summary page(s). Fill in the Evaluation Total Price of Project in the space provided on the Bid Summary page(s). Fill in the Calendar Days Bid for each schedule or option of work in the space(s) provided on the Bid Summary page(s).

The contract administration cost is used for evaluation and ranking purposes only. Do not include any contract administration costs when filling out Block 17 of the SF-1442. The amount in Block 17 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

Schedule D - $ .

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 + Contract Administrative Cost for Total Calendar Days Bid.

Project: PRA-NATR 3H23,J10

NATCHEZ TRACE PARKWAY - MP 181 TO MP 195

B- 1

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

LNFT $_______________ $___________________

15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

EACH $_______________ $___________________

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20302-0500 REMOVAL OF CURB, CONCRETE

LNFT $_______________ $___________________

20303-1600 REMOVAL OF PAVEMENT, ASPHALT

SQYD $_______________ $___________________

20303-3200 REMOVAL OF SIDEWALK, CONCRETE

SQYD $_______________ $___________________

20315-0000 SAWCUTTING PAVEMENT

LNFT $_______________ $___________________

20403-0000 UNCLASSIFIED BORROW

CUYD $_______________ $___________________

Project: PRA-NATR 3H23,J10

Bid Schedule A - Base Contract

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 2

30501-0000 AGGREGATE-TOPSOIL COURSE

6,700

TON $_______________ $___________________

40101-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , TYPE V PAVEMENT ROUGHNESS

16,500

TON $_______________ $___________________

40101-0900 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , FULL DEPTH PATCHING

1,000

TON $_______________ $___________________

40101-0900 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , WIDENING

TON $_______________ $___________________

40102-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL, WEDGE AND LEVELING COURSE

1,500

TON $_______________ $___________________

41301-0000 ASPHALT PAVEMENT MILLING

18,000

SQYD $_______________ $___________________

41405-0000 SAW CUTTING AND JOINT SEALING

LNFT $_______________ $___________________

60103-0080 CONCRETE, HEADWALL FOR 15-INCH PIPE CULVERT

EACH $_______________ $___________________

60201-0500 15-INCH PIPE CULVERT

LNFT $_______________ $___________________

60403-1200 INLET, TYPE 5A

EACH $_______________ $___________________

60403-1300 INLET, TYPE 5A MODIFIED

EACH $_______________ $___________________

Project: PRA-NATR 3H23,J10

Estimated Quantity Unit Bid Price Amount Bid

B- 3

60801-0400 PAVED WATERWAY, TYPE 4

SQYD $_______________ $___________________

60901-1700 CURB, CONCRETE, 18-INCH DEPTH

LNFT $_______________ $___________________

61501-0100 SIDEWALK, CONCRETE

SQYD $_______________ $___________________

62403-0000 FURNISHING AND PLACING TOPSOIL

CUYD $_______________ $___________________

62501-0000 TURF ESTABLISHMENT

21.0

ACRE $_______________ $___________________

63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

SQFT $_______________ $___________________

63308-3000 OBJECT MARKER, TYPE 3

EACH $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

228,000

LNFT $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID , DURABLE

13,400

LNFT $_______________ $___________________

63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN

31,500

LNFT $_______________ $___________________

63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

EACH $_______________ $___________________

63406-0200 RAISED PAVEMENT MARKER TYPE B

EACH $_______________ $___________________

Project: PRA-NATR 3H23,J10

Estimated Quantity Unit Bid Price Amount Bid

B- 4

63501-0000 TEMPORARY TRAFFIC CONTROL

ALL Lump Sum $___________________

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN (VARIABLE MESSAGE BOARD)

EACH $_______________ $___________________

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA-NATR 3H23,J10

NATCHEZ TRACE PARKWAY - JEFF BUSBY PARK

B- 5

Bid Schedule B

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

LNFT $_______________ $___________________

15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

EACH $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

30501-0000 AGGREGATE-TOPSOIL COURSE

TON $_______________ $___________________

40101-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , TYPE V PAVEMENT ROUGHNESS

2,000

TON $_______________ $___________________

40102-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL, WEDGE AND LEVELING COURSE

TON $_______________ $___________________

41301-0000 ASPHALT PAVEMENT MILLING

3,000

SQYD $_______________ $___________________

60103-0080 CONCRETE, HEADWALL FOR 15-INCH PIPE CULVERT

EACH $_______________ $___________________

Project: PRA-NATR 3H23,J10

Bid Schedule B - Government Option 1

Estimated Quantity Unit Bid Price Amount Bid

B- 6

60201-0500 15-INCH PIPE CULVERT

LNFT $_______________ $___________________

60403-1200 INLET, TYPE 5A

EACH $_______________ $___________________

61501-0100 SIDEWALK, CONCRETE

SQYD $_______________ $___________________

62403-0000 FURNISHING AND PLACING TOPSOIL

CUYD $_______________ $___________________

62501-0000 TURF ESTABLISHMENT

3.0

ACRE $_______________ $___________________

62701-0000 SOD

1,600

SQYD $_______________ $___________________

63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

SQFT $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

1,700

LNFT $_______________ $___________________

63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN

LNFT $_______________ $___________________

63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

EACH $_______________ $___________________

63406-0200 RAISED PAVEMENT MARKER TYPE B

EACH $_______________ $___________________

63501-0000 TEMPORARY TRAFFIC CONTROL

ALL Lump Sum $___________________

Project: PRA-NATR 3H23,J10

Estimated Quantity Unit Bid Price Amount Bid

B- 7

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA-NATR 3H23,J10

NATCHEZ TRACE PARKWAY - MP 195 TO MP 200

B- 8

Bid Schedule C

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

LNFT $_______________ $___________________

15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

EACH $_______________ $___________________

20403-0000 UNCLASSIFIED BORROW

CUYD $_______________ $___________________

30501-0000 AGGREGATE-TOPSOIL COURSE

2,400

TON $_______________ $___________________

40101-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , TYPE V PAVEMENT ROUGHNESS

5,800

TON $_______________ $___________________

40101-0900 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , FULL DEPTH PATCHING

TON $_______________ $___________________

40102-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL, WEDGE AND LEVELING COURSE

TON $_______________ $___________________

Project: PRA-NATR 3H23,J10

Bid Schedule C - Government Option 2

Estimated Quantity Unit Bid Price Amount Bid

B- 9

41301-0000 ASPHALT PAVEMENT MILLING

14,000

SQYD $_______________ $___________________

41405-0000 SAW CUTTING AND JOINT SEALING

LNFT $_______________ $___________________

60103-0080 CONCRETE, HEADWALL FOR 15-INCH PIPE CULVERT

EACH $_______________ $___________________

60201-0500 15-INCH PIPE CULVERT

LNFT $_______________ $___________________

60403-1300 INLET, TYPE 5A MODIFIED

EACH $_______________ $___________________

62501-0000 TURF ESTABLISHMENT

8.0

ACRE $_______________ $___________________

63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

SQFT $_______________ $___________________

63308-3000 OBJECT MARKER, TYPE 3

EACH $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

55,100

LNFT $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID , DURABLE

10,240

LNFT $_______________ $___________________

63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN

22,200

LNFT $_______________ $___________________

63406-0200 RAISED PAVEMENT MARKER TYPE B

EACH $_______________ $___________________

Project: PRA-NATR 3H23,J10

Estimated Quantity Unit Bid Price Amount Bid

B- 10

63501-0000 TEMPORARY TRAFFIC CONTROL

ALL Lump Sum $___________________

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA-NATR 3H23,J10

NATCHEZ TRACE PARKWAY - MP 200 TO MP 204

B- 11

Bid Schedule D

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

LNFT $_______________ $___________________

15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

EACH $_______________ $___________________

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20302-0500 REMOVAL OF CURB, CONCRETE

LNFT $_______________ $___________________

20303-3200 REMOVAL OF SIDEWALK, CONCRETE

SQYD $_______________ $___________________

20315-0000 SAWCUTTING PAVEMENT

LNFT $_______________ $___________________

20403-0000 UNCLASSIFIED BORROW

CUYD $_______________ $___________________

30501-0000 AGGREGATE-TOPSOIL COURSE

1,900

TON $_______________ $___________________

Project: PRA-NATR 3H23,J10

Bid Schedule D - Government Option 3

Estimated Quantity Unit Bid Price Amount Bid

B- 12

40101-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , TYPE V PAVEMENT ROUGHNESS

4,500

TON $_______________ $___________________

40101-0900 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , FULL DEPTH PATCHING

TON $_______________ $___________________

40101-0900 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL , WIDENING

TON $_______________ $___________________

40102-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, <0.3 MILLION ESAL, WEDGE AND LEVELING COURSE

TON $_______________ $___________________

41301-0000 ASPHALT PAVEMENT MILLING

8,000

SQYD $_______________ $___________________

41405-0000 SAW CUTTING AND JOINT SEALING

LNFT $_______________ $___________________

60103-0080 CONCRETE, HEADWALL FOR 15-INCH PIPE CULVERT

EACH $_______________ $___________________

60201-0500 15-INCH PIPE CULVERT

LNFT $_______________ $___________________

60403-1200 INLET, TYPE 5A

EACH $_______________ $___________________

60403-1300 INLET, TYPE 5A MODIFIED

EACH $_______________ $___________________

60901-1700 CURB, CONCRETE, 18-INCH DEPTH

LNFT $_______________ $___________________

Project: PRA-NATR 3H23,J10

Estimated Quantity Unit Bid Price Amount Bid

B- 13

61501-0100 SIDEWALK, CONCRETE

SQYD $_______________ $___________________

61504-1000 ACCESSIBILITY RAMP, CONCRETE

SQYD $_______________ $___________________

62403-0000 FURNISHING AND PLACING TOPSOIL

CUYD $_______________ $___________________

62501-0000 TURF ESTABLISHMENT

6.0

ACRE $_______________ $___________________

63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

SQFT $_______________ $___________________

63308-3000 OBJECT MARKER, TYPE 3

EACH $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

53,000

LNFT $_______________ $___________________

63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID , DURABLE

6,700

LNFT $_______________ $___________________

63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN

14,500

LNFT $_______________ $___________________

63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

EACH $_______________ $___________________

63406-0200 RAISED PAVEMENT MARKER TYPE B

EACH $_______________ $___________________

63501-0000 TEMPORARY TRAFFIC CONTROL

ALL Lump Sum $___________________

Project: PRA-NATR 3H23,J10

Estimated Quantity Unit Bid Price Amount Bid

B- 14

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA-NATR 3H23,J10

B - 15

BID SUMMARY

Project PRA-NATR 3H23,J10

(1) Schedule A (Base Contract) Bid Total (from Page B-4) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-7) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-10) = (3) $____________________

(4) Schedule D (Government Option 3) Bid Total (from Page B-14) = (4) $____________________

Contract Administrative Cost for Total Calendar Days Bid

If Schedule A (Base Contract), Schedule B (Government Option 1), Schedule C (Government Option 2), and Schedule D (Government Option 3) are awarded at the same time, the number of calendar days necessary to complete all contract work (Schedules A, B, C, and D) from Notice to Proceed (or date specified in the Notice to Proceed) to completion of all contract work. See Block 11 of the SF-1442 for allowable maximum/minimum calendar days.

(5) calendar days x $2,700 per calendar day = (5) $____________________

Total Price of Project (for evaluation purposes only)

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

DO NOT INCLUDE ANY CONTRACT ADMINISTRATION COSTS IN BLOCK 17 OF THE SF-1442

B - 16

BID SUMMARY

Project PRA-NATR 3H23,J10

Calendar Days Bid for Each Schedule of Work*

If Schedule A (Base Contract), Schedule B (Government Option 1), Schedule C (Government Option 2), and Schedule D (Government Option 3) are NOT awarded at the same time, the number of calendar days necessary to complete each schedule of work:

Schedule A (Base Contract) = __________ calendar days

Schedule C (Government Option 2) = __________ calendar days

Schedule D (Government Option 3) = __________ calendar days

Schedule B (Government Option 1) is considered to be constructed concurrently with Schedule A (Base Contract).

*See Block 11 of the SF-1442 for allowable maximum/minimum calendar days.

Does the Bidder claim the Price Evaluation Preference for HUBZone Small Business Concerns as defined in FAR Clause 52.219-4?

Yes No

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INSTRUCTIONS

1. This form is authorized for use when a bid guaranty is required. Any deviation from this form will require the written approval of the Administrator of General Services.

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond.