IFB_Solicitation_-_NP-GRSM_11(2) _NP-GRSM_1A29.pdf

SOLICITATION

IFB No. DTFH71- 17-B-00007

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NP-GRSM 11(2) and NP-GRSM 1A29

GREAT SMOKY MOUNTAINS NATIONAL PARK

GATLINBURG SPUR ROAD AND SIDE ROADS

AND

NEWFOUND GAP ROAD

(TN MP 0.0 to MP 1.8)

Contract No.

PMIS# 188870, 188870C

ADDRESS:

CONTRACTOR:

STATE Tennessee

COUNTY Sevier

PARK Great Smoky Mountains National Park

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

Feet Route Miles

Lane Miles

A

Gatlinburg Spur Road, Gatlinburg Spur Road Northbound, Wiley Oakley Drive (Crossover Section), Gum Stand Road Crossover, and Gatlinburg Spur Road Parking #3

21+48 To 235+73

21,648 4.10 8.53

B

Gatlinburg Spur Road Southbound, Flat Branch Road (including Crossover), Gatlinburg Spur Road Parking #1, Gatlinburg Spur Road Parking #2

33+10 To 247+04

23,674 4.48 8.65

C Banner Road/Wiley Oakley Drive, Gum Stand Road, Gnatty Branch Road, Gatlinburg Visitor Parking Area

To 5,440 1.03 1.86

D Newfound Gap Road North, Gatlinburg Bypass Road, River Road

26+90 To 125+50 15,909 3.01 5.18

E

Caney Creek Road, Norton Creek/Cove Mountain Road, King Branch Road, Huskey Grove Road, Beech Branch, Little Smoky Road

To

5,160 0.98 1.92

Project Length Totals 13.60 26.14

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

TYPE OF IMPROVEMENT

SCHEDULE A & B: Work includes mill and overlay of the northbound (Schedule A) and southbound (Schedule B) lanes of Gatlinburg Spur Road, crossover roads and pull-offs; permanent signing and pavement markings, and temporary traffic control. Other work includes repair of select guardrail and minor shoulder deficiencies; and installation of asphaltic plug joints at various bridges.

SCHEDULE C & E: Asphalt overlay, pavement patching, and permanent pavement markings of side roads that intersect the Spur Road.

SCHEDULE D: Rehabilitate Newfound Gap Road from MP 0.0 to MP 1.8, the interchange with Gatlinburg Bypass Road, and the intersection at River Road.

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 2

Checklist for Bid Submission 1 through 2

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

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 7

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

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-7

Minimum Wage Schedule F-8 through F-12

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-73

Section K K-1 through K-3

Permits Obtained for this Project 1 through 86

SPECIFICATIONS On CD

Plans 1 through 198 BIP Report 5460-040P 1 through 19

BIP Report 5460-044P 1 through 21

BIP Report 5460-084P 1 through 20

BIP Report 5460-086P 1 through 21

BIP Report 5460-087P 1 through 23

BIP Report 5460-089P 1 through 21

NEPA GRSM 1A29 FONSI 1 through 41

NEPA GRSM 11(2) CE 1 through 8

TABLE OF CONTENTS

Pavements Rpt 1 through 164

SWPPP Report 1 through 104

Rpt Uniguide GRSM 1A29 1 through 37

Rpt Uniguide GRSM 11(2) 1 through 56

* Bidder’s Qualifications Form 1 through 7

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

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

NOTICE TO BIDDERS

CONTRACT FORMAT:

Bidders should note that the format of this contract is in accordance with Federal Acquisition Regulations (FAR), promulgated by the General Services Administration (GSA), effective April 1, 1984, including all applicable revisions. Applicable FAR provisions and clauses are incorporated in this contract by reference or full text as indicated in the INDEX before the D-page in this booklet.

FAR provisions and clauses incorporated by reference can be accessed on the Internet 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:

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.

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 System for Award Management (SAM) prior to contract award. Access the following web site to register:

www.sam.gov

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

According to the FAR Subpart 22.1302 (b) contractors and sub-contractors MUST complete the required Annual Vets-4212 Form in order to be eligible for a contract award. It can be completed on-line at http://www.dol.gov/vets/vets4212.htm. 2015 VETS-4212 Filing Cycle Effective August 1, 2015 and ends on September 30, 2015, Customers will no longer be able to electronically file a VETS-4212 Report. Customers may still file, but must first download the form from the VETS website http://www.dol.gov/vets/vets4212.htm, fill out the form and mail or email it to: VETS-4212 Service Center C/O Department of Labor National Contact Center (DOL-NCC)15000 Conference Center Drive, Suite B0132 Chantilly, VA 20151(866) 237-0275 Or email to: vets100-customersupport@dolncc.dol.gov

PAYMENT:

Offerors are advised to review the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP), subsection 109.05, concerning direct and indirect payment included under a pay item in the bid schedule.

NOTICE TO BIDDERS

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/. Contractors are encouraged to register on the FBO website (for this specific project) in order to receive Email Notifications automatically when a document is added or updated for this specific project. All questions about this construction project must be emailed to the following address:

eflhd.contracts@dot.gov.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MONITORING THE WEB PAGES

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

CHANGES.

PLEASE NOTE: for security reasons, individuals requiring access to all government buildings must present a valid photo ID and be escorted to their destination by a Government employee. All visitors attending bid openings are urged to arrive at least 1 hour prior to schedule bid opening. All visitors must register with the receptionist in Room 100. A Government employee will collect all bids. Prior to bid opening, a Government employee will escort all bidders to the bid opening. Unescorted visitors will be denied entry and no exceptions will be made.

CHECKLIST FOR BID SUBMISSION

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

1. Bid Envelope:

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

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

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

2. Standard Form 1442: Solicitation, Offer and Award

a. Block 14: Name and Address of Bidder.

b. Block 15: Telephone Number of Bidder.

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

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

e. Block 20: Bid is signed and dated.

3. Bid Schedule - (Pages B-1 through B-17)

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

b. Corrections initialed.

4. Standard Form 24, Bid Bond (Pages C-1 through C-2) (Required if bid guarantee is bid bond)

a. Date executed

b. Legal name and address of bidder.

c. Type of organization.

d. State of incorporation (if applicable).

e. Name and business address of Treasury approved surety.

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

g. Bid identification.

h. Signature of Bidder

i. Seal, if corporation

j. Signature of Surety

k. Seal, if corporation

BIDS RECEIVED WITHOUT A VALID BID BOND WILL BE REJECTED.

5. Power of Attorney.

a. Dated on or before execution date of bond

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

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

CHECKLIST FOR BID SUBMISSION

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

Form completed, signed and submitted with bid

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

BE COMPLETED ELECTRONICALLY PRIOR TO CONTRACT AWARD.

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

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

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

VETS 4212 Filing Cycle Effective August 1, 2015 and ends on September 30, 2015, Customers will no longer be able to electronically file a VETS 4212 Report. Customers may still file, but must first download the form from the VETS website http://www.dol.gov/vets/programs/fcp/vets-4212.pdf, fill out the form and mail or email it to: vets-4212 Service Center, In Care of: Department of Labor National Contact Center (DOL-NCC), 15000 Conference Center Drive, Suite B0132 Chantilly, VA 20151 (866) 237-0275 Or email to: VETS4212-customersupport@dol.gov.

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

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

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

PRIOR TO CONTRACT AWARD MAY CAUSE THE BID TO BE REJECTED.

http://www.sam.gov/ http://sam.gov/ http://www.dol.gov/vets/vets4212.htm http://www.dol.gov/vets/programs/fcp/main.htm mailto:VETS4212-customersupport@dol.gov

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)

EFL16PP112

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 x

10/27/2016

DTFH7117B00007

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

This Invitation for Bids is for the Great Smoky Mountains National Park Projects

NP-GRSM 11(2) and NP-GRSM 1A29, located in Sevier 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-73

Plans, Sheets 1 through 198

Permits, pages 1 through 86

BIP Report 5460-040P, Sheets 1 through 19

BIP Report 5460-044P, Sheets 1 through 21

BIP Report 5460-084P, Sheets 1 through 20

BIP Report 5460-086P, Sheets 1 through 21

BIP Report 5460-087P, Sheets 1 through 23

BIP Report 5460-089P, Sheets 1 through 21

Continued ...

11. The Contractor shall begin performance

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

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

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

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

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

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

CONTINUATION SHEET, BLOCK 11

12/01/2016

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

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

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 5

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

DTFH7117B00007

NEPA GRSM 1A29 FONSI, Sheets 1 through 41

NEPA GRSM 11(2) CE, Sheets 1 through 8

Pavements, Sheets 1 through 164

SWPPP Report, Sheets 1 through 104

Rpt Uniguide GRSM 1A29, Sheets 1 through 37

Rpt Uniguide GRSM 11(2), Sheets 1 through 56

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

Sponsored by GSA

FAR (48 CFR) 53.110

CONTINUATION OF SF 1442

Block 2:

This project is RESTRICTED - Bids will be accepted from only eligible HUBZone Certified Business concerns.

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

Facsimile and electronic bids will not be accepted.

PHYSICAL DATA AVAILABLE FOR REVIEW

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

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

3. Bridge Inspection (BIP) Reports

4. Permits

5. Report_Pavement_Newfound Gap Road

6. Report_NEPA_GRSM 1A29_FONSI

7. Report_NEPA_GRSM 11(2)_CE

8. Report_SWPPP_GRSM 1A29 (draft)

9. Report_Uniguide_GRSM 1A29

10. Report_Uniguide_GRSM 11(2)

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:

All work for Schedules A, B, C, and E must be completed by no later than June 15, 2017.

All work for Schedule D must be completed by no later than September 16, 2017.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately

• If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 140 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

• If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 130 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

• If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 25 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

http://flh.fhwa.dot.gov/resources/design/library mailto:eflhd.contracts@dot.gov

CONTINUATION OF SF 1442

• If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 95 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

• If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 35 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

See Completion of Work section of the B-Pages – Bid Schedule Instructions for further information. Work restrictions can be found in SCR Sections 108 and 156.

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

Block 12A:

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

Block 13:

A bid guarantee in the amount of not less than 20 percent of the bid price or $3 million, whichever is less, is required with this bid. If the bidder fails to provide the required bid guarantee, such failure may require rejection of the bid. Reference FAR Provision 52.228-1, Bid Guarantee.

Block 17:

Amounts should be completed as follows:

Schedule A - $ Schedule B (Option 1) - $ Schedule C (Option 2) - $ Schedule D (Option 3) - $ Schedule E (Option 4) - $

Other:

The estimated price is expected to fall within the price range of greater than 10,000,000.

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

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

BID SCHEDULE INSTRUCTIONS

PROJECT: NP-GRSM 11(2) and NP-GRSM 1A29 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-3 for Schedule A, Page B-6 for Schedule B, Page B-8 for Schedule C, Page B-14 for Schedule D, and Page B-16 for Schedule E. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

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

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

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

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

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

Schedule D - $ .

Schedule E - $ .

SCHEDULES OF WORK

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

Schedule A - (Base Contract) - Pages B-1 thru B-3 - GRSM 11(2) Schedule B - (Government Option 1) - Pages B-4 thru B-6 - GRSM 11(2) Schedule C - (Government Option 2) - Pages B-7 thru B-8 - GRSM 11(2) Schedule D - (Government Option 3) - Pages B-9 thru B-14 - GRSM 1A29 Schedule E - (Government Option 4) - Pages B-15 thru B-16 - GRSM 11(2)

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B, C, D, and E (Government Options 1, 2, 3, and 4); 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 Schedules B, C, D, and E (Government Options 1, 2, 3, and 4) at that time. If funding for Schedules B, C, D, and E (Government Options 1, 2, 3, and 4) is received after award of Schedule A (Base Contract), the Government has the right to exercise Schedules B, C, D, and E (Government Options 1, 2, 3, and 4) at the unit prices bid according to the following schedule:

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

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

Schedule D (Government Option 3): No later than June 15, 2017.

Schedule E (Government Option 4): No later than the contract completion date for Schedule B (Government Option 1).

COMPLETION OF WORK

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

If the Government awards the contract as Schedules A + B + C + D + E, the performance period to complete all contract work will be as stated in Subsection 108.01 of the Special Contract Requirements (J Pages), which specifies the following:

All work for Schedules A, B, C, and E must be completed by no later than June 15, 2017.

All work for Schedule D must be completed by no later than September 16, 2017.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 140 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 130 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 25 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 95 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 35 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

In developing a construction schedule to determine the number of calendar days, the Government considered and included the work limitations shown in Sections 108 and 156 of the FP and Special Contract Requirements (SCR’s). Specific work limitations may be (but are not limited to): National legal holidays, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. The Government also considered those work items that are weather sensitive and when those work items will be performed. Specific work items are (but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry, etc); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc). The Government also considered time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the FP and SCR’s).

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

15) may result in the start of construction activities to be no earlier than the end of January 2017. See Subsection 108.01 of the SCR’s for additional details.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidder with the lowest Evaluation Total Price of Project, which is defined as:

Schedule A (Base Contract) Bid Total + Schedule B (Government Option 1) Bid Total + Schedule C (Government Option 2) Bid Total + Schedule D (Government Option 3) Bid Total + Schedule E (Government Option 4) Bid Total.

B I D S C H E D U L E Schedule A B-1

Project No: NP-GRSM 11(2)

Name: Mill and Overlay of Gatlinburg Spur Road (Northbound)

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15401-0000

Line A0060 ALL LPSM $

15705-1400

Line A0080 9,100 LNFT $ $

20301-2400

Line A0100 158 EACH $ $

20302-1400

Line A0120 1,280 LNFT $ $

25102-2200

Line A0140 65 TON $ $

30202-2000

Line A0160 800 TON $ $

30302-1000

Line A0180 450 LNFT $ $

30302-2000

Line A0200 4,200 LNFT $ $

40201-0100

Line A0220 6,700 TON $ $

40301-0200

Line A0240 550 TON $ $

41301-0200

Line A0260 67,500 SQYD $ $

41301-0400

Line A0280 780 SQYD $ $

41501-0000

Line A0300 1,500 SQYD $ $

55235-0000

Line A0320 210 LNFT $ $

60802-0400

Line A0340 150 LNFT $ $

60811-0000

Line A0360 11 EACH $ $

60902-0800

Line A0380 2,200 LNFT $ $

EXPANSION JOINTS (ASPHALTIC PLUG)

PAVED WATERWAY, TYPE 4

DRAINAGE CHUTE

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

SOIL EROSION CONTROL, FIBER ROLL

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL, TIMBER

CURB AND GUTTER, CONCRETE, 10-INCH DEPTH

ASPHALT PAVEMENT MILLING, 1-INCH DEPTH

ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

PAVING GEOTEXTILE

PLACED RIPRAP, METHOD B, CLASS 2

ROADWAY AGGREGATE, METHOD 2

DITCH RECONDITIONING

SHOULDER RECONDITIONING

ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1/2-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, TYPE II OR IV ROUGHNESS)

ASPHALT CONCRETE PAVEMENT, TYPE 2

Base Contract

Schedule A B-2

Project No: NP-GRSM 11(2)

Name: Mill and Overlay of Gatlinburg Spur Road (Northbound)

Item No. Quantity Unit Unit Price Amount

61701-4000

Line A0400 1,130 LNFT $ $

61702-0100

Line A0420 2 EACH $ $

61702-0510

Line A0440 4 EACH $ $

61901-0000

Line A0460 100 LNFT $ $

62031-0000

Line A0480 100 SQFT $ $

62501-0000

Line A0500 1.3 ACRE $ $

63304-0900

Line A0520 1,060 SQFT $ $

63309-0000

Line A0540 400 EACH $ $

63313-1000

Line A0560 3,050 LNFT $ $

63405-2900

Line A0580 8 EACH $ $

63405-2950

Line A0600 26 EACH $ $

63405-3000

Line A0620 2 EACH $ $

63411-1500

Line A0640 47,500 LNFT $ $

63411-1600

Line A0660 23,000 LNFT $ $

63411-1650

Line A0680 2,700 LNFT $ $

63502-0200

Line A0700 1 EACH $ $

63502-1300

Line A0720 252 EACH $ $

63502-1600

Line A0740 13 EACH $ $

63502-1900

Line A0760 1 EACH $ $

63502-2000

Line A0780 4 EACH $ $

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

RECESSED PAVEMENT MARKINGS, TYPE H, DOTTED

TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE B

TEMPORARY TRAFFIC CONTROL, DRUM

RUMBLE STRIP, SHOULDER

PAVEMENT MARKINGS, TYPE H, TURN ARROW

PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW

TERMINAL SECTION, TYPE SBT-FAT

FENCE (TREE PROTECTION)

REPOINT STONE MASONRY

PAVEMENT MARKINGS, TYPE H, STRAIGHT/TURN ARROW COMBINATION

RECESSED PAVEMENT MARKINGS, TYPE H, SOLID

RECESSED PAVEMENT MARKINGS, TYPE H, BROKEN

GUARDRAIL SYSTEM SBTB

TERMINAL SECTION, TYPE SBT-BAT

TURF ESTABLISHMENT

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

DELINEATOR (TUNNEL)

Schedule A B-3

Project No: NP-GRSM 11(2)

Name: Mill and Overlay of Gatlinburg Spur Road (Northbound)

Item No. Quantity Unit Unit Price Amount

63503-0300

Line A0800 48 LNFT $ $

63503-0700

Line A0820 146,400 LNFT $ $

63504-1000

Line A0840 330 SQFT $ $

63506-0500

Line A0860 1,280 HOUR $ $

63708-0000

Line A0880 3 MO $ $

TEMPORARY TRAFFIC CONTROL, FLAGGER

CELLULAR PHONE SERVICE

Schedule A Bid Total:

Submitted by:

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

26.40 33,792.00

B-4Schedule B Government Option 1

Project No: NP-GRSM 11(2)

Name: Mill and Overlay of Gatlinburg Spur Road (Southbound)

Item No. Quantity Unit Unit Price Amount

15101-0000

Line B0020 ALL LPSM $

15201-0000

Line B0040 ALL LPSM $

15401-0000

Line B0060 ALL LPSM $

15705-1400

Line B0080 1,250 LNFT $ $

15706-1000

Line B0100 1 EACH $ $

20301-2400

Line B0120 131 EACH $ $

20302-1400

Line B0140 630 LNFT $ $

25102-2200

Line B0160 20 TON $ $

30202-2000

Line B0180 90 TON $ $

30302-1000

Line B0200 550 LNFT $ $

30302-2000

Line B0220 4,400 LNFT $ $

40201-0100

Line B0240 6,400 TON $ $

40301-0200

Line B0260 80 TON $ $

41301-0200

Line B0280 66,900 SQYD $ $

41301-0400

Line B0300 2,100 SQYD $ $

41501-0000

Line B0320 140 SQYD $ $

55235-0000

Line B0340 380 LNFT $ $

60802-0400

Line B0360 20 LNFT $ $

60811-0000

Line B0380 3 EACH $ $

PAVING GEOTEXTILE

EXPANSION JOINTS (ASPHALTIC PLUG)

PAVED WATERWAY, TYPE 4

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, INLET PROTECTION

REMOVAL OF SIGN

DRAINAGE CHUTE

ASPHALT CONCRETE PAVEMENT, TYPE 2

ASPHALT PAVEMENT MILLING, 1-INCH DEPTH

ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

REMOVAL OF GUARDRAIL, TIMBER

PLACED RIPRAP, METHOD B, CLASS 2

ROADWAY AGGREGATE, METHOD 2

DITCH RECONDITIONING

SHOULDER RECONDITIONING

ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1/2-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, TYPE II OR IV ROUGHNESS)

B-5Schedule B Government Option 1

Project No: NP-GRSM 11(2)

Name: Mill and Overlay of Gatlinburg Spur Road (Southbound)

Item No. Quantity Unit Unit Price Amount

60902-0800

Line B0400 550 LNFT $ $

61701-4000

Line B0420 700 LNFT $ $

61702-0100

Line B0440 1 EACH $ $

61702-0510

Line B0460 4 EACH $ $

61901-0000

Line B0480 100 LNFT $ $

61902-0900

Line B0500 1 EACH $ $

62501-0000

Line B0520 0.7 ACRE $ $

63301-0000

Line B0540 4 EACH $ $

63304-0900

Line B0560 980 SQFT $ $

63313-1000

Line B0580 5,950 LNFT $ $

63405-2900

Line B0600 6 EACH $ $

63405-2950

Line B0620 14 EACH $ $

63405-3000

Line B0640 2 EACH $ $

63411-1500

Line B0660 45,000 LNFT $ $

63411-1600

Line B0680 22,500 LNFT $ $

63411-1650

Line B0700 2,200 LNFT $ $

63502-0200

Line B0720 1 EACH $ $

63502-1300

Line B0740 286 EACH $ $

63502-1600

Line B0760 14 EACH $ $

63502-1900

Line B0780 1 EACH $ $

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE

RECESSED PAVEMENT MARKINGS, TYPE H, BROKEN

RECESSED PAVEMENT MARKINGS, TYPE H, DOTTED

TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE B

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

RUMBLE STRIP, SHOULDER

PAVEMENT MARKINGS, TYPE H, TURN ARROW

TERMINAL SECTION, TYPE SBT-BAT

TERMINAL SECTION, TYPE SBT-FAT

FENCE (TREE PROTECTION)

PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE H, STRAIGHT/TURN ARROW COMBINATION

RECESSED PAVEMENT MARKINGS, TYPE H, SOLID

CURB AND GUTTER, CONCRETE, 10-INCH DEPTH

GUARDRAIL SYSTEM SBTB

GATE, METAL (SINGLE)

TURF ESTABLISHMENT

SIGN SYSTEM (TURNABLE TRAFFIC SIGN POST)

B-6Schedule B Government Option 1

Project No: NP-GRSM 11(2)

Name: Mill and Overlay of Gatlinburg Spur Road (Southbound)

Item No. Quantity Unit Unit Price Amount

63502-2000

Line B0800 3 EACH $ $

63503-0300

Line B0820 48 LNFT $ $

63503-0700

Line B0840 139,400 LNFT $ $

63504-1000

Line B0860 340 SQFT $ $

63506-0500

Line B0880 1,280 HOUR $ $

63708-0000

Line B0900 3 MO $ $

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

CELLULAR PHONE SERVICE

Schedule B Bid Total:

Submitted by:

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

26.40 33,792.00

B-7Schedule C Government Option 2

Project No: NP-GRSM 11(2)

Name: Overlay of Side Roads Intersecting Gatlinburg Spur Road

Item No. Quantity Unit Unit Price Amount

15101-0000

Line C0020 ALL LPSM $

15201-0000

Line C0040 ALL LPSM $

15401-0000

Line C0060 ALL LPSM $

20301-2400

Line C0080 18 EACH $ $

20302-2600

Line C0100 1,800 LNFT $ $

40201-0100

Line C0120 1,250 TON $ $

41301-0200

Line C0140 3,500 SQYD $ $

41401-2000

Line C0160 500 LNFT $ $

41801-1000

Line C0180 100 SQYD $ $

60901-2100

Line C0200 120 LNFT $ $

61901-0000

Line C0220 50 LNFT $ $

62501-0000

Line C0240 0.5 ACRE $ $

63304-0900

Line C0260 130 SQFT $ $

63401-1500

Line C0280 1,800 LNFT $ $

63502-1300

Line C0300 100 EACH $ $

63504-1000

Line C0320 100 SQFT $ $

63506-0500

Line C0340 240 HOUR $ $

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

REMOVAL OF SIGN

REMOVAL OF PAVEMENT MARKINGS

ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1/2-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, TYPE II ROUGHNESS)

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

PAVEMENT MARKINGS, TYPE H, SOLID

TEMPORARY TRAFFIC CONTROL, DRUM

ASPHALT PAVEMENT MILLING, 1-INCH DEPTH

CRACKS, CLEANING AND SEALING

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

CURB, ASPHALT, 4-INCH DEPTH

FENCE (TREE PROTECTION)

26.40 6,336.00

B-8Schedule C Government Option 2

Project No: NP-GRSM 11(2)

Name: Overlay of Side Roads Intersecting Gatlinburg Spur Road

Item No. Quantity Unit Unit Price Amount

63708-0000

Line C0360 1 MO $ $

CELLULAR PHONE SERVICE

Schedule C Bid Total:

Submitted by:

B-9Schedule D Government Option 3

Project No: NP-GRSM 1A29

Name: Rehabilitate Newfound Gap Road from approximate TN Milepost 0.0 to TN Milepost 1.8

Item No. Quantity Unit Unit Price Amount

15101-0000

Line D0020 ALL LPSM $

15201-0000

Line D0040 ALL LPSM $

15401-0000

Line D0060 ALL LPSM $

15701-0000

Line D0080 ALL LPSM $

15702-1000

Line D0100 ALL LPSM $

15705-0100

Line D0120 2,500 LNFT $ $

15706-0200

Line D0140 6 EACH $ $

15706-1300

Line D0160 1 EACH $ $

20301-1100

Line D0180 2 EACH $ $

20301-1200

Line D0200 2 EACH $ $

20301-1400

Line D0220 1 EACH $ $

20301-2400

Line D0240 80 EACH $ $

20301-3400

Line D0260 32 EACH $ $

20302-0400

Line D0280 70 LNFT $ $

20302-0600

Line D0300 50 LNFT $ $

20302-1400

Line D0320 1,250 LNFT $ $

20302-2100

Line D0340 175 LNFT $ $

20302-2300

Line D0360 225 LNFT $ $

20303-1600

Line D0380 3,850 SQYD $ $

20303-3000

Line D0400 350 SQYD $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

SOIL EROSION CONTROL (SWPPP)

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (IN-STREAM)

SOIL EROSION CONTROL, SILT FENCE (WIRE BACKED)

REMOVAL OF PAVEMENT, ASPHALT

REMOVAL OF SIDEWALK, ASPHALT

REMOVAL OF WHEELSTOP

REMOVAL OF CURB, ASPHALT

REMOVAL OF CURB, STONE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION TYPE C

REMOVAL OF GATE

REMOVAL OF HEADWALL

REMOVAL OF INLET

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL, TIMBER

REMOVAL OF PIPE CULVERT

REMOVAL OF WATERLINE

B-10Schedule D Government Option 3

Project No: NP-GRSM 1A29

Name: Rehabilitate Newfound Gap Road from approximate TN Milepost 0.0 to TN Milepost 1.8

Item No. Quantity Unit Unit Price Amount

20304-9000

Line D0420 ALL LPSM $

20315-0000

Line D0440 5,400 LNFT $ $

20401-0000

Line D0460 450 CUYD $ $

20410-0000

Line D0480 800 CUYD $ $

20425-1000

Line D0500 700 LNFT $ $

25111-2100

Line D0520 30 TON $ $

27001-0000

Line D0540 5 CUYD $ $

30101-1000

Line D0560 75 TON $ $

30302-1000

Line D0580 9,800 LNFT $ $

30302-2000

Line D0600 18,700 LNFT $ $

30303-2000

Line D0620 4,600 SQYD $ $

31301-0000

Line D0640 430 TON $ $

40201-0100

Line D0660 8,900 TON $ $

40201-0100

Line D0680 2,200 TON $ $

41301-0000

Line D0700 450 SQYD $ $

41301-0400

Line D0720 800 SQYD $ $

41301-0600

Line D0740 35,400 SQYD $ $

41301-0800

Line D0760 800 SQYD $ $

41501-0000

Line D0780 150 SQYD $ $

41801-1000

Line D0800 100 SQYD $ $

AGGREGATE SURFACE RECONDITIONING

AGGREGATE-TOPSOIL COURSE

ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, TYPE I OR IV ROUGHNESS)

REMOVAL OF STREAM DEBRIS

DITCH, EXCAVATION

GROUTED RIPRAP, METHOD B, CLASS 1

GROUT

AGGREGATE BASE GRADING C

DITCH RECONDITIONING

SHOULDER RECONDITIONING

SAWCUTTING PAVEMENT

ROADWAY EXCAVATION

SELECT BORROW

ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

ASPHALT PAVEMENT MILLING, 3-INCH DEPTH (MICRO MILLING)

PAVING GEOTEXTILE

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1-INCH NOMINAL MAXIMUM SIZE

AGGREGATE)

ASPHALT PAVEMENT MILLING (0 TO 2-INCH DEPTH)

ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

B-11Schedule D Government Option 3

Project No: NP-GRSM 1A29

Name: Rehabilitate Newfound Gap Road from approximate TN Milepost 0.0 to TN Milepost 1.8

Item No. Quantity Unit Unit Price Amount

55220-0000

Line D0820 100 SQYD $ $

55220-0000

Line D0840 188 SQYD $ $

55235-0000

Line D0860 75 LNFT $ $

56901-0000

Line D0880 750 SQYD $ $

60201-0500

Line D0900 64 LNFT $ $

60201-0800

Line D0920 48 LNFT $ $

60210-0600

Line D0940 1 EACH $ $

60403-0900

Line D0960 1 EACH $ $

60412-1000

Line D0980 1 EACH $ $

60503-0000

Line D1000 14,500 LNFT $ $

60704-0000

Line D1020 16 EACH $ $

60706-0000

Line D1040 30 EACH $ $

60707-0600

Line D1060 140 LNFT $ $

60802-0500

Line D1080 525 LNFT $ $

60811-0000

Line D1100 1 EACH $ $

60901-4000

Line D1120 900 LNFT $ $

60901-4000

Line D1140 600 LNFT $ $

60910-0000

Line D1160 5,980 LNFT $ $

61102-1545

Line D1180 225 LNFT $ $

61501-0100

Line D1200 450 SQYD $ $

REPAIR CONCRETE (BRIDGE DECK REPAIRS GREATER THAN 1-INCH DEPTH)

REPAIR CONCRETE (BRIDGE DECK REPAIRS LESS THAN 1-INCH DEPTH USING POLYESTER

POLYMER CONCRETE)

REMOVE AND RESET METAL FRAME AND GRATE

GEOCOMPOSITE PAVEMENT EDGE DRAIN SYSTEM

CLEANING CULVERT IN PLACE

CLEANING DRAINAGE STRUCTURE (WEEP HOLES)

LINING 30-INCH PIPE CULVERT

PAVED WATERWAY, TYPE 5

EXPANSION JOINTS

CONCRETE OVERLAY (POLYESTER POLYMER CONCRETE, 1-INCH DEPTH)

15-INCH PIPE CULVERT

24-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

INLET, FLH TYPE 4B

DRAINAGE CHUTE (18"X6" FLUME)

CURB, STONE, TYPE 1, 16-INCH DEPTH

CURB, STONE, TYPE 1, 16-INCH DEPTH (GOVERNMENT PROVIDED)

RESET CURB

2-INCH WATERLINE

SIDEWALK, CONCRETE

B-12Schedule D Government Option 3

Project No: NP-GRSM 1A29

Name: Rehabilitate Newfound Gap Road from approximate TN Milepost 0.0 to TN Milepost 1.8

Item No. Quantity Unit Unit Price Amount

61501-1100

Line D1220 15 SQYD $ $

61701-4000

Line D1240 1,000 LNFT $ $

61702-0510

Line D1260 6 EACH $ $

61703-0000

Line D1280 1 EACH $ $

61708-1000

Line D1300 60 LNFT $ $

61901-0000

Line D1320 500 LNFT $ $

61902-0900

Line D1340 2 EACH $ $

61904-0000

Line D1360 1 EACH $ $

61921-1000

Line D1380 150 LNFT $ $

62001-0000

Line D1400 1 CUYD $ $

62002-0000

Line D1420 30 SQYD $ $

62011-0500

Line D1440 1 EACH $ $

62013-1000

Line D1460 65 SQYD $ $

62025-1000

Line D1480 1.5 CUYD $ $

62028-1000

Line D1500 1 EACH $ $

62030-0000

Line D1520 3,525 LNFT $ $

62101-0000

Line D1540 1 EACH $ $

62401-0300

Line D1560 350 SQYD $ $

62501-0000

Line D1580 0.2 ACRE $ $

62901-0500

Line D1600 525 SQYD $ $

SIDEWALK, ASPHALT

GUARDRAIL SYSTEM SBTB

TERMINAL SECTION, TYPE SBT-FAT

TERMINAL END (TRANSITION)

REMOVE AND RESET, GUARDRAIL

FENCE (TREE PROTECTION)

STONE MASONRY APRON

REMOVE AND RESET STONE MASONRY

REMOVE AND RESET STONE MASONRY HEADWALL

REPOINT STONE MASONRY

MONUMENT (MILE MARKER)

FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

GATE, METAL (DOUBLE)

BOLLARD POST (CAMERA POST)

REMOVE AND RESET FENCE

STONE MASONRY (CAPSTONE)

STONE MASONRY (DRAINAGE CURB BREAK)

STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

ROLLED EROSION CONTROL PRODUCT, TYPE 2.A

B-13

Schedule D Government Option 3

Project No: NP-GRSM 1A29

Name: Rehabilitate Newfound Gap Road from approximate TN Milepost 0.0 to TN Milepost 1.8

Item No. Quantity Unit Unit Price Amount

63301-0000

Line D1620 1 EACH $ $

63301-0000

Line D1640 1 EACH $ $

63302-0000

Line D1660 510 SQFT $ $

63304-0900

Line D1680 360 SQFT $ $

63309-0900

Line D1700 5 EACH $ $

63405-4500

Line D1720 7 EACH $ $

63405-4550

Line D1740 3 EACH $ $

63405-4600

Line D1760 1 EACH $ $

63405-4850

Line D1780 1 EACH $ $

63411-1500

Line D1800 50,700 LNFT $ $

63411-1600

Line D1820 900 LNFT $ $

63502-0900

Line D1840 100 EACH $ $

63502-1300

Line D1860 300 EACH $ $

63502-1600

Line D1880 18 EACH $ $

63502-2000

Line D1900 4 EACH $ $

63503-0300

Line D1920 330 LNFT $ $

63503-0700

Line D1940 130,000 LNFT $ $

63503-0800

Line D1960 2,000 LNFT $ $

63504-1000

Line D1980 770 SQFT $ $

63506-0500

Line D2000 2,000 HOUR $ $

DELINEATOR, TYPE FLEXIBLE

PAVEMENT MARKINGS, TYPE L, TURN ARROW

PAVEMENT MARKINGS, TYPE L, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE L, STRAIGHT/TURN ARROW COMBINATION

PAVEMENT MARKINGS, TYPE L, ACCESSIBILITY SYMBOL

RECESSED PAVEMENT MARKINGS, TYPE H, SOLID

SIGN SYSTEM (TURNABLE TRAFFIC SIGN POST)

SIGN SYSTEM (REFURBISH INTERCHANGEABLE SIGN SYSTEM)

SIGN SYSTEM (UNIGUIDE)

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

RECESSED PAVEMENT MARKINGS, TYPE H, BROKEN

TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

26.40 52,800.00

B-14Schedule D Government Option 3

Project No: NP-GRSM 1A29

Name: Rehabilitate Newfound Gap Road from approximate TN Milepost 0.0 to TN Milepost 1.8

Item No. Quantity Unit Unit Price Amount

63507-0600

Line D2020 50 DAY $ $

63601-6000

Line D2040 ALL LPSM $

63602-6020

Line D2060 4 EACH $ $

63621-1000

Line D2080 2 EACH $ $

63708-0000

Line D2100 4 MO $ $

64501-0000

Line D2120 ALL LPSM $

64705-1000

Line D2140 35 TON $ $

TEMPORARY TRAFFIC CONTROL, PILOT CAR

SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

UTILITY BOX, PULLBOX

CELLULAR PHONE SERVICE

LOCATE UTILITIES

MITIGATION, AGRICULTURAL LIMESTONE

Schedule D Bid Total:

Submitted by:

Schedule E B-15

Project No: NP-GRSM 11(2)

Name: Overlay of Side Roads Intersecting Gatlinburg Spur Road

Item No. Quantity Unit Unit Price Amount

15101-0000

Line E0020 ALL LPSM $

15201-0000

Line E0040 ALL LPSM $

15401-0000

Line E0060 ALL LPSM $

15705-1400

Line E0080 900 LNFT $ $

20301-2400

Line E0100 27 EACH $ $

20302-2600

Line E0120 12,900 LNFT $ $

30202-2000

Line E0140 200 TON $ $

40201-0100

Line E0160 1,050 TON $ $

40301-0200

Line E0180 80 TON $ $

41501-0000

Line E0200 110 SQYD $ $

41801-1000

Line E0220 100 SQYD $ $

61901-0000

Line E0240 50 LNFT $ $

62501-0000

Line E0260 0.5 ACRE $ $

63304-0900

Line E0280 200 SQFT $ $

63401-1500

Line E0300 12,900 LNFT $ $

63405-2900

Line E0320 1 EACH $ $

PAVEMENT MARKINGS, TYPE H, TURN ARROW

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

SOIL EROSION CONTROL, FIBER ROLL

REMOVAL OF SIGN

REMOVAL OF PAVEMENT MARKINGS

TURF ESTABLISHMENT

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

PAVEMENT MARKINGS, TYPE H, SOLID

ROADWAY AGGREGATE, METHOD 2

ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1/2-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, TYPE II OR IV ROUGHNESS)

ASPHALT CONCRETE PAVEMENT, TYPE 2

PAVING GEOTEXTILE

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

FENCE (TREE PROTECTION)

Government Option 4

Schedule E B-16

Project No: NP-GRSM 11(2)

Name: Overlay of Side Roads Intersecting Gatlinburg Spur Road

Item No. Quantity Unit Unit Price Amount

63502-1300

Line E0340 100 EACH $ $

63504-1000

Line E0360 100 SQFT $ $

63506-0500

Line E0380 320 HOUR $ $

63708-0000

Line E0400 1 MO $ $

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

Schedule E Bid Total:

Submitted by:

TEMPORARY TRAFFIC CONTROL, FLAGGER

CELLULAR PHONE SERVICE

26.40 8,448.00

Government Option 4

Bonnie.Dubose Typewritten Text

B -17

BID SUMMARY

Project NP-GRSM 11(2) and NP-GRSM 1A29

(1) Schedule A (Base Contract) Bid Total…