Solicitation.pdf

Contract No.:

U S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

SHILOH NATIONAL MILITARY PARK

PROJECT: TEA-21 SHIL 502(3)

PMIS: 88297

SOLICITATION

IFB NO.: DTFH71-08-B-00028

This Contract Cites Standard Specifications FP-03

Metric Units

CONTRACTOR:

ADDRESS:

STATE: Tennessee

COUNTY: Hardin County

PARK / REFUGE / NF: Shiloh National Military Park

ROADWAYS: STATIONS METERS

Sherman / Cavalry Road 500+000.0 to 502+160.04 2,160.4

Woolf Filed Road 100+002.8 to 100+171.7 168.9

Tent Hospital Road (Option 1) 90+003.2 to 90+356.5 353.3

Pittsburg Landing Road (Option 2) 250+007.0 to 250+293.7 286.7

Hamburg – Savannah Road (Option 3) 80+000.0 to 82+114.6 2,114.6

PROJECT LENGTH TOTAL: 5.08 kilometers

TYPE OF IMPROVEMENT:

Schedule A (Sherman / Cavalry Road, Woolf field Road, and McClernand Road):

-Aggregate base, superpave asphalt concrete pavement, bridge over Tilghman branch, pipe replacement, obliteration existing asphalt pavement, and other miscellaneous work.

Option 1 (Tent Hospital Road):

-Aggregate base, superpave asphalt concrete pavement, pipe replacement, obliteration existing asphalt pavement, and other miscellaneous work.

Option 2 (Pittsburg Landing Road):

-Pavement overlay, aggregate base, superpave asphalt concrete pavement, pipe replacement, riprap/ lawn interface, and other miscellaneous work.

Option 3 (Hamburg Savannah Road):

-Pavement overlay, aggregate base, superpave asphalt concrete pavement, pipe replacement, obliteration existing asphalt pavement, and other miscellaneous work.

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 2

Checklist for Bid Submission 1 through 2

*New Questionnaire Form on Calendar Days 1 Page

*SF-1442 Solicitation, Offer, and Award A-1 through A-2

Continuation of SF 1442 A-3 through A-4

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-17

*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

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-8

Minimum Wage Schedule F-9 through F-11

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1

SPECIFICATIONS

Special Contract Requirements J-1 through J-40

Plans 152 Pages

Geotech Report, Part I 274 Pages Geotech Report, Part II 42 Pages Geotech Report, Memo 1 Page

*BOLD FACED ITEMS ARE TO BE INCLUDED WITH THE BID SUBMITTAL PACKAGE

Bidders Qualification questionnaire regarding the preparation of the bid for time:

1) Does the bid for time include the impact of normal weather conditions on the work of the Contract?

2) Does the bid for time include the impact of the terms of the Contract Specifications regarding work restrictions - including all identified delays, suspensions, and shut-downs?

3) Does the bid for time include sufficient time to allow that all contract work can be completed within contract time without the imposition of liquidated damages?

4) Does the bid for time include time for the review and approval process for all submittals required by the Contract?

5) Does the bid for time include time for the review and approval process for required drawings submitted under Subsection 104.03 of the Specifications?

6) Does the bid for time include the lead time required for the procurement, manufacture, and delivery of materials that are to be incorporated into the Contract work?

7) Does the bid for time include sufficient time to accommodate the fact that the date of Notice to Proceed is conditional upon the Government awarding the contract up to 60 days after the bid opening?

8) Does the bid for time include the 14 days after the award of the Contract that the Contractor has to provide Performance and Payment bonds?

9) Does the bid for time include sufficient time to accommodate the fact that the Contracting Officer has up to 30 days after receipt of acceptable Performance and Payment bonds to issue the Notice to Proceed?

I hereby certify that the answer to each and every one of the questions listed above is yes.

Signature of Authorized Representative Title Date

Note: If the questionnaire is not signed the bid shall be found non-responsive and rejected.

NOTICE TO BIDDERS

CONTRACT FORMAT:

Offerors 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/. Offerors are encouraged to review the documents thoroughly before bidding.

PROPOSAL BOOKLET AND OFFER SUBMITTAL:

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

Offerors should use the Checklist for Bid Submittal included in this booklet to check that their bids are complete. New Questionnaire Form on Calendar Days with required signature.

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 sample plan is included in this solicitation package 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. 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 the award of any contract. 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 the closing date of the bid on line at http://orca.bpn.gov/.

According to the FAR Subpart 22.1302 (b) contractors and sub-contractors MUST complete the required Annual Vets-100 Form in order to be eligible for a contract award. It can be completed on-line at http://vets100.cudenver.edu/.

NOTICE TO BIDDERS - (CONT'D.)

This should be completed before submitting a 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:

https://www.fbo.gov/index?s=opportunity&mode=list&tab=list&cck=1&au=&ck= Type DTFH71 in Keywords/Sol. # Block then click on GO, 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@fhwa.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 8 of the Standard Form 1442, Solicitation, Offer, and Award (page A-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.

Revision Date: 09/06/07

1. Bid Envelope:

a. Addressed as shown in Block 8 of Page A-1

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 (Pages A-1 and A-2)

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-17)

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. Bidder’s Questionnaire on Calendar Days signature required (if not completed bid shall be found non-responsive).

9. 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.

THE FOLLOWING THREE ITEMS ARE NOT TO BE SUBMITTED WITH THE

BID; BUT FAILURE TO COMPLETE THE REQUIREMENTS WILL BE CAUSE

TO REJECT THE BID.

10. Central Contractor Registration (CCR): The Contractor is currently registered in the Internet-Based CCR database at http://www.ccr.gov.

11. 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.

12. Vets100 Reporting: The Contractor has completed the annual Internet-Based reporting requirement online at http://vets100.

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 PROPERLY INPUT AND/OR UPDATE

YOUR DATA MAY CAUSE THE BID TO BE REJECTED.

Revision Date: 09/06/07

Bidders Qualification questionnaire regarding the preparation of the bid for time:

1) Does the bid for time include the impact of normal weather conditions on the work of the Contract?

2) Does the bid for time include the impact of the terms of the Contract Specifications regarding work restrictions - including all identified delays, suspensions, and shut-downs?

3) Does the bid for time include sufficient time to allow that all contract work can be completed within contract time without the imposition of liquidated damages?

4) Does the bid for time include time for the review and approval process for all submittals required by the Contract?

5) Does the bid for time include time for the review and approval process for required drawings submitted under Subsection 104.03 of the Specifications?

6) Does the bid for time include the lead time required for the procurement, manufacture, and delivery of materials that are to be incorporated into the Contract work?

7) Does the bid for time include sufficient time to accommodate the fact that the date of Notice to Proceed is conditional upon the Government awarding the contract up to 60 days after the bid opening?

8) Does the bid for time include the 14 days after the award of the Contract that the Contractor has to provide Performance and Payment bonds?

9) Does the bid for time include sufficient time to accommodate the fact that the Contracting Officer has up to 30 days after receipt of acceptable Performance and Payment bonds to issue the Notice to Proceed?

I hereby certify that the answer to each and every one of the questions listed above is yes.

Signature of Authorized Representative Title Date

Note: If the questionnaire is not signed the bid shall be found non-responsive and rejected.

A-1

1. Solicitation No. 2. Type of Solicitation 3. Date Issued Page of Pages SOLICITATION, OFFER, AND AWARD

(Construction, Alteration, or Repair)

DTFH71-08-B-00028 ⌧ Sealed Bid (IFB) Negotiated (RFP) 07/01/08 1 OF 4

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

4. Contract No. 5. Requisition/Purchase Request No. 6. Project No.

TEA-21 SHIL 502(3)

7. Issued By: CODE: N/A: 8. Address Offer To:

Federal Highway Administration Eastern Federal Lands Highway Division Loudoun Tech Center, Room 105 21400 Ridgetop Circle Sterling, Virginia 20166-6511

See Block 7

9. FOR INFORMATION A. Name: B. Telephone No. (Include area code) (NO COLLECT CALLS) See Blocks 9A & 9B Peggy Schaad Email All Questions/Inquiries To: eflhd.contracts@fhwa.dot.gov

SOLICITATION

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

10. The Government requires performance of the work described in these documents (title, identifying no., date):

This Invitation for Bids is for the Shiloh National Military Park, located in Hardin County, Tennessee 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-17.

∗ Special Contract Requirements, Section J - pages J-1 through J-40.

∗ Plans (Drawings), Sheets 1 through 152.

∗ Geotech Part I, Pages 1 through 274.

∗ Geotech Part II, Pages 1 through 42.

11. The Contractor shall begin performance within 10 calendar days and complete it within ∗ calendar days after receiving

Award, ⌧ Notice to Proceed. This performance period is ⌧ mandatory, negotiable. (See ∗Continuation Sheet)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND

PAYMENT BONDS? (If "YES," indicate within how many calendar days after award in Item

12B.) ⌧ YES NO SEE SUBSECTION 102.06 OF FP.

12B. CALENDAR DAYS

Within 14 calendar days after Notice of Award

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 2:00 PM local time 08/05/08. 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.

b. An offer guarantee ⌧ is, is not required.

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.

d. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 STANDARD FORM 1442 (REV. 4-85)

Help Desk

See Continuation of SF 1442

A-2 OFFER (Must be fully completed by offeror)

15. Telephone No. (Include area code) 14. Name and Address of Offeror (Include ZIP code)

CODE FACILITY CODE

16. Remittance Address (Include only if different than Item 14)

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.

AMOUNTS See Bid Schedule - Section "B" Pages

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

(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

See Block 26

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

15 USC 637(a) ) 41 USC 253(c) ( )

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

Federal Highway Administration Eastern Federal Lands Highway Division 21400 Ridgetop Circle Sterling, Virginia 20166-6511

Federal Highway Administration Eastern Federal Lands Highway Division Finance Division, Room 357 21400 Ridgetop Circle Sterling, Virginia 20166-6511

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

29. AWARD (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

BY

31C. Date

GPO : 1985 0 - 469-796 STANDARD FORM 1442 BACK (REV. 4-85)

A-3

CONTINUATION OF SF 1442

Revised 06/30/08

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. Geotech Reports

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@fhwa.dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

∗Block 11:

The maximum time for Schedule A, Option 1, Option 2, and Option 3 shall not exceed* 200 Calendar days. Option 1, Option 2, and Option 3 must be awarded within 115 calendar days after NTP.

The completion time for the contract will be the time offered by the successful bidder, not to exceed the maximum time above.

Notice to Proceed, or date specified in the Notice to Proceed will be issued within 30 days following receipt of acceptable performance and payment bonds.

Work restrictions can be found in SCR Sections 108 and 156

No work will be permitted on weekends, National legal holidays, or the weekday immediately before or after a National legal holiday without prior written approval from the CO. A weekend is defined as beginning at 7 p.m. Friday, and ending at 5 a.m. Monday. Request approval from the CO in writing at least 7 days before any planned weekend or holiday work.

A-4

CONTINUATION OF SF 1442

Revised 06/30/08

Minimize construction traffic on Park roads. To the greatest extent possible, use only portland cement concrete roadways, such as Corinth-Pittsburg Landing Road and Hamburg-Purdy Road, to access sites inside Park boundaries. Submit a construction access plan with proposed haul routes to the CO for approval prior to beginning of construction. Do not operate construction vehicles on asphalt or unpaved roads within the Park, except work areas, without prior approval from the CO. Concrete trucks will not be allowed to clean or waste concrete on Government property. No construction activity, including any lane closures, will be permitted during Memorial Day weekend, or the Shiloh National Battlefield Anniversary Weekend, which is held in early April. Hauling will only be permitted from the nearest point of public access to the work site. Minimize hauling over completed pavement. Begin paving operations at the furthest location from the asphalt plant and proceed towards the plant. Limitations of operations for temporary traffic control are specified in Subsection 156.06.

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.

Other:

The estimated price is expected to fall within the price range of $2,000, 000 to $5,000,000.

The work requires contractor design or construction experience per Sections 562 and 565 of the FP and SCR’s.

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-96 or FP-03 versions can be downloaded at the FHWA web site. FHWA web site is http://www.efl.fhwa.dot.gov/contracting/Documents.aspx.

Subcontracting Goals

Required from all other than Small business when the requirement is expected to exceed $500,000 [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].

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

• 5% Small Disadvantaged Businesses (SDB)

• 5% Small Woman Owned Business Entities (SWBE)

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

BID SCHEDULE INSTRUCTIONS

PROJECT: TEA-21 SHIL 502(3)

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, as shown in the block provided on Page B-5 for Schedule A, Page B-8 for Schedule B, Page B-12 for Schedule C, and Page B-16 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) – Rehabilitation of roadways and bridge replacement at Tilghman Branch. Construction includes intersection improvement, drainage, topsoil, turf establishment, and other miscellaneous work at Sherman/Cavalry Road, Woolf Field Road, and McClernand Road.

Schedule B (Government Option 1) – Rehabilitation of roadways at Tent Hospital Road.

Construction includes obliteration of existing asphalt pavement, drainage, and other

Schedule C (Government Option 2) – Rehabilitation of Roadways at Pittsburg Landing

Road. Construction includes drainage, riprap/lawn interface, and other miscellaneous work.

Schedule D (Government Option 3) – Rehabilitation of roadways at Hamburg Savannah Road. Construction includes obliteration of existing asphalt pavement, drainage, and other

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, the Government may award Schedule B (Government Option 1), Schedule C (Government Option 2), and Schedule D (Government Option 3) or any combinations at that time. If Schedule B (Government Option 1), Schedule C (Government Option 2), and Schedule D (Government Option 3) funding is received after award of Schedule A, the Government has the right to exercise Schedule B (Government Option 1), Schedule C (Government Option 2), Schedule D (Government Option 3) at the unit prices bid, no later than 115 calendar days from the Notice To Proceed.

BIDDING OF CALENDAR DAYS

For Schedule A + Schedule B (Government Option 1) + Schedule C (Government Option 2) + Schedule D (Government Option 3), determine the number of calendar days necessary to complete the work from Notice To Proceed to contract completion (it is assumed that Government Option 1, Government Option 2, and Government Option 3 will be constructed concurrently with Schedule A, therefore providing the number of calendar days necessary to complete Government Option 1, Government Option 2, and Government Option 3 is not required). 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. 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.

In developing a construction schedule to determine the number of calendar days included in their bid, bidders should include the work limitations shown in the Special Contract Requirements (SCR’s). Specific work limitations may be (but are not limited to): holidays, weekends; rush hours; night work; no work periods; work or traffic control phasing. 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); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting); and those that have specific planting seasons (turf establishment, sod, trees and plants). 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 winter shutdowns required due to weather sensitive work items.

When evaluating the bids, the Government will consider the Contract Administrative Cost for the project to be $2,200 per calendar day bid. The Contract Administrative Cost is only used to determine the Evaluation Total Price of Project.

Add the Bid Total(s) and the Contract Administrative Cost(s) for each schedule of work as directed on the Bid Summary page(s). Show the Evaluation Total Price of Project in the space provided on the Bid Summary page.

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:

Bid Total of Schedule A + Bid Total of Government Option 1 + Bid Total of Government Option 2 + Bid Total of Government Option 3 + Contract Administrative Cost of Schedule A.

The number of calendar days specified by the successful bidder for the completion of the elected combination will become the performance period for the contract.

NOTE: Contract Administration Cost is used for evaluation and ranking purposes only.

Project: TEA-21 SHIL 502(3)

SHILOH NATIONAL MILITARY PARK - SHERMAN / CAVALRY, WOOLF

B- 1

Bid Schedule

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 5,270 m $_______________ $___________________ 15705-0400 Soil erosion control, earth berms m $_______________ $___________________

15705-1800 Soil erosion control, temporary diversion berm m $_______________ $___________________ 15706-0200 Soil erosion control, check dam

Each $_______________ $___________________

20101-0000 Clearing and grubbing 1.7 ha $_______________ $___________________ 20301-1200 Removal of headwall

Each $_______________ $___________________

20301-2400 Removal of sign Each $_______________ $___________________

20302-2100 Removal of pipe culvert m $_______________ $___________________

Project: TEA-21 SHIL 502(3)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 2

20401-0000 Roadway excavation 1,700 m3 $_______________ $___________________ 20402-0000 Subexcavation m3 $_______________ $___________________

20403-0000 Unclassified borrow 2,950 m3 $_______________ $___________________ 20410-0000 Select borrow (subexcavation areas) m3 $_______________ $___________________

20701-1200 Earthwork geotextile, type IV-A 1,960 m2 $_______________ $___________________ 20801-0000 Structure excavation m3 $_______________ $___________________

20802-0000 Foundation fill m3 $_______________ $___________________

21101-1000 Roadway obliteration, method 1 1,700 m2 $_______________ $___________________ 25101-2000 Placed riprap, class 2 m3 $_______________ $___________________

25101-3000 Placed riprap, class 3 m3 $_______________ $___________________ 30101-4000 Aggregate base grading C or D

6,770 t $_______________ $___________________

30502-0700 Aggregate-topsoil course, 100mm depth 2,950 m2 $_______________ $___________________

Project: TEA-21 SHIL 502(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 3

40101-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million ESAL , type III roughness (surface course)

1,200 t $_______________ $___________________

40101-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million ESAL (Base Course)

1,200 t $_______________ $___________________

55201-0200 Structural concrete, class A (AE) (for structure) m3 $_______________ $___________________

55201-0200 Structural concrete, class A (AE) (for footings) m3 $_______________ $___________________

55201-0800 Structural concrete, class D (AE) (for bridge deck overlay) m3 $_______________ $___________________

55202-1000 Structural concrete, class D (AE), for approach slabs, type 1 m2 $_______________ $___________________

55302-0400 Precast, prestressed concrete slabs, 36" voided m $_______________ $___________________ 55401-1000 Reinforcing steel

5,659 kg $_______________ $___________________

55401-2000 Reinforcing steel, epoxy coated kg $_______________ $___________________ 55601-0700 Bridge railing, concrete, Natchez Trace Rail m $_______________ $___________________

56401-1000 Bearing device, elastomeric Each $_______________ $___________________

56501-0000 Drilled shafts , for 610 mm Diameter m $_______________ $___________________

Project: TEA-21 SHIL 502(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 4

60201-0600 450mm pipe culvert m $_______________ $___________________ 60504-0000 Geocomposite sheet drain system m2 $_______________ $___________________

60801-0500 Paved waterway, type 5 m2 $_______________ $___________________ 62011-0300 Stone masonry headwall for 450mm pipe culvert

Each $_______________ $___________________

62401-0300 Furnishing and placing topsoil, 100mm depth 12,970 m2 $_______________ $___________________ 62501-0000 Turf establishment

1.9 ha $_______________ $___________________

62901-0500 Rolled erosion control product, type 2.A 2,155 m2 $_______________ $___________________ 63304-0900 Signs, aluminum panels, type 3 sheeting m2 $_______________ $___________________

63316-1000 Remove and reset sign Each $_______________ $___________________

63502-0600 Temporary traffic control, barricade type 3 Each $_______________ $___________________

63503-0900 Temporary traffic control, snow fence m $_______________ $___________________ 63504-1000 Temporary traffic control, construction sign m2 $_______________ $___________________

Project: TEA-21 SHIL 502(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 5

63701-0000 Field office Each $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: TEA-21 SHIL 502(3)

Project: TEA-21 SHIL 502(3) - OPTION 1

SHILOH NATIONAL MILITARY PARK - TENT HOSPITAL ROAD

B- 6

Bid Schedule

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 m $_______________ $___________________ 15706-0200 Soil erosion control, check dam

Each $_______________ $___________________

20101-0000 Clearing and grubbing 0.3 ha $_______________ $___________________ 20301-1100 Removal of gate

Each $_______________ $___________________

20301-2400 Removal of sign Each $_______________ $___________________

20303-1600 Removal of pavement, asphalt m2 $_______________ $___________________ 20401-0000 Roadway excavation m3 $_______________ $___________________

20402-0000 Subexcavation m3 $_______________ $___________________

Project: TEA-21 SHIL 502(3) - OPTION 1

Bid Schedule B

Estimated Quantity Unit Bid Price Amount Bid

B- 7

20410-0000 Select borrow m3 $_______________ $___________________

20701-1200 Earthwork geotextile, type IV-A m2 $_______________ $___________________ 20802-0000 Foundation fill m3 $_______________ $___________________

21101-1000 Roadway obliteration, method 1 m2 $_______________ $___________________ 30101-4000 Aggregate base grading C or D

1,190 t $_______________ $___________________

30502-0700 Aggregate-topsoil course, 100mm depth m2 $_______________ $___________________ 40101-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million

ESAL , type III roughness (suface course) t $_______________ $___________________ 40101-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million

ESAL (base course) t $_______________ $___________________ 60201-0600 450mm pipe culvert m $_______________ $___________________

60403-1200 Inlet, type 5A Each $_______________ $___________________

62011-0300 Stone masonry headwall for 450mm pipe culvert Each $_______________ $___________________

62401-0300 Furnishing and placing topsoil, 100mm depth 1,600 m2 $_______________ $___________________

Project: TEA-21 SHIL 502(3) - OPTION 1

Estimated Quantity Unit Bid Price Amount Bid

B- 8

62501-0000 Turf establishment 0.3 ha $_______________ $___________________ 62901-0500 Rolled erosion control product, type 2.A m2 $_______________ $___________________

63304-0900 Signs, aluminum panels, type 3 sheeting m2 $_______________ $___________________

63316-1000 Remove and reset sign Each $_______________ $___________________

63502-0600 Temporary traffic control, barricade type 3 Each $_______________ $___________________

63503-0900 Temporary traffic control, snow fence m $_______________ $___________________ 63504-1000 Temporary traffic control, construction sign m2 $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: TEA-21 SHIL 502(3) - OPTION 1

Project: TEA-21 SHIL 502(3) - OPTION 2

SHILOH NATIONAL MILITARY PARK - PITTSBURG LANDING ROAD

B- 9

Bid Schedule

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 m $_______________ $___________________ 20101-0000 Clearing and grubbing

0.2 ha $_______________ $___________________

20301-1400 Removal of inlet Each $_______________ $___________________

20302-0500 Removal of curb, concrete m $_______________ $___________________ 20302-2100 Removal of pipe culvert m $_______________ $___________________

20303-1400 Removal of paved waterway, concrete m2 $_______________ $___________________

20303-1600 Removal of pavement, asphalt m2 $_______________ $___________________ 20303-3200 Removal of sidewalk, concrete m2 $_______________ $___________________

Project: TEA-21 SHIL 502(3) - OPTION 2

Bid Schedule C

Estimated Quantity Unit Bid Price Amount Bid

B- 10

20304-1000 Removal of structures and obstructions ALL Lump Sum $___________________

20401-0000 Roadway excavation m3 $_______________ $___________________ 20403-0000 Unclassified borrow m3 $_______________ $___________________

20420-0000 Embankment construction (Interface) m3 $_______________ $___________________ 20701-0200 Earthwork geotextile, type I-B (Interface)

1,350 m2 $_______________ $___________________

20802-0000 Foundation fill m3 $_______________ $___________________

25101-2000 Placed riprap, class 2 m3 $_______________ $___________________

25101-4000 Placed riprap, class 4 m3 $_______________ $___________________ 30101-0000 Aggregate base (grading A or B, and No. 78 stone) Interface t $_______________ $___________________

30101-0000 Aggregate base (grading A & B) Interface t $_______________ $___________________ 30101-4000 Aggregate base grading C or D t $_______________ $___________________

30502-0000 Aggregate-topsoil course (variable depth) m2 $_______________ $___________________ 40101-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million

ESAL , type VII smoothness (surface course)

Project: TEA-21 SHIL 502(3) - OPTION 2

Estimated Quantity Unit Bid Price Amount Bid

B- 11 t $_______________ $___________________

40101-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million ESAL (base course) t $_______________ $___________________

40102-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million ESAL, wedge and leveling course t $_______________ $___________________

41410-1000 Crack, cleaning and sealing m $_______________ $___________________ 60201-0600 450mm pipe culvert m $_______________ $___________________

60403-1700 Inlet, type 6A Each $_______________ $___________________

60902-1100 Curb and gutter, concrete, 325mm depth m $_______________ $___________________ 61501-0100 Sidewalk, concrete m2 $_______________ $___________________

62011-0300 Stone masonry headwall for 450mm pipe culvert Each $_______________ $___________________

62401-0200 Furnishing and placing topsoil, 75mm depth (Interface) 1,450 m2 $_______________ $___________________ 62401-0300 Furnishing and placing topsoil, 100mm depth m2 $_______________ $___________________

62501-0000 Turf establishment 0.3 ha $_______________ $___________________

Project: TEA-21 SHIL 502(3) - OPTION 2

Estimated Quantity Unit Bid Price Amount Bid

B- 12

62901-0500 Rolled erosion control product, type 2.A m2 $_______________ $___________________ 63304-0900 Signs, aluminum panels, type 3 sheeting m2 $_______________ $___________________

63401-0300 Pavement markings, type B, solid m $_______________ $___________________ 63502-0600 Temporary traffic control, barricade type 3

Each $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: TEA-21 SHIL 502(3) - OPTION 2

Project: TEA-21 SHIL 502(3) - OPTION 3

SHILOH NATIONAL MILITARY PARK - HAMBURG-SAVANNAH ROAD

B- 13

Bid Schedule

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 1,230 m $_______________ $___________________ 15706-0200 Soil erosion control, check dam

Each $_______________ $___________________

20101-0000 Clearing and grubbing 0.1 ha $_______________ $___________________ 20301-1200 Removal of headwall

Each $_______________ $___________________

20301-1400 Removal of inlet Each $_______________ $___________________

20301-2400 Removal of sign Each $_______________ $___________________

20302-2100 Removal of pipe culvert m $_______________ $___________________ 20303-1400 Removal of paved waterway, concrete m2 $_______________ $___________________

Project: TEA-21 SHIL 502(3) - OPTION 3

Bid Schedule D

Estimated Quantity Unit Bid Price Amount Bid

B- 14

20303-1600 Removal of pavement, asphalt 4,210 m2 $_______________ $___________________ 20401-0000 Roadway excavation m3 $_______________ $___________________

20402-0000 Subexcavation m3 $_______________ $___________________ 20410-0000 Select borrow m3 $_______________ $___________________

20701-1200 Earthwork geotextile, type IV-A m2 $_______________ $___________________ 20802-0000 Foundation fill m3 $_______________ $___________________

21101-1000 Roadway obliteration, method 1 1,240 m2 $_______________ $___________________ 25101-2000 Placed riprap, class 2 m3 $_______________ $___________________

30101-4000 Aggregate base grading C or D 1,960 t $_______________ $___________________ 30302-1000 Ditch reconditioning m $_______________ $___________________

30502-0000 Aggregate-topsoil course (variable depth) 3,250 m2 $_______________ $___________________ 30502-0700 Aggregate-topsoil course, 100mm depth m2 $_______________ $___________________

Project: TEA-21 SHIL 502(3) - OPTION 3

Estimated Quantity Unit Bid Price Amount Bid

B- 15

40101-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million ESAL , type VI roughness (surface course)

2,400 t $_______________ $___________________

40101-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million ESAL (base course) t $_______________ $___________________

40102-0500 Superpave pavement, 12.5mm nominal maximum size aggregate, <0.3 million ESAL, wedge and leveling course t $_______________ $___________________

41410-1000 Crack, cleaning and sealing m $_______________ $___________________ 41501-0000 Paving geotextile m2 $_______________ $___________________

60201-0600 450mm pipe culvert m $_______________ $___________________ 60705-0000 Reconditioning drainage structure

Each $_______________ $___________________

60801-0400 Paved waterway, type 4 m2 $_______________ $___________________

60901-1700 Curb, concrete, 450mm depth m $_______________ $___________________ 61501-0100 Sidewalk, concrete m2 $_______________ $___________________

62011-0300 Stone masonry headwall for 450mm pipe culvert Each $_______________ $___________________

Project: TEA-21 SHIL 502(3) - OPTION 3

Estimated Quantity Unit Bid Price Amount Bid

B- 16

62401-0300 Furnishing and placing topsoil, 100mm depth 1,190 m2 $_______________ $___________________ 62501-0000 Turf establishment

0.6 ha $_______________ $___________________

62901-0500 Rolled erosion control product, type 2.A m2 $_______________ $___________________ 63304-0900 Signs, aluminum panels, type 3 sheeting m2 $_______________ $___________________

63502-0700 Temporary traffic control, cone Each $_______________ $___________________

63502-1300 Temporary traffic control, drum Each $_______________ $___________________

63503-0900 Temporary traffic control, snow fence m $_______________ $___________________ 63504-1000 Temporary traffic control, construction sign m2 $_______________ $___________________

63506-0500 Temporary traffic control, flagger Hour $12.20 $5,734.00

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: TEA-21 SHIL 502(3) - OPTION 3

B - 17

BID SUMMARY

Project TEA-21 SHIL 502(3)

(Complete for Pages B-1 through B-16)

(1) Schedule A Bid Total (from Page B-5) $__________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-8)…