Solicitation.pdf

Contract No.:

U S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT PRA-BLRI 2P14

BLUE RIDGE PARKWAY

PMIS: 54310

SOLICITATION

RFP: DTFH71-08-R-00014

This Contract Cites Standard Specifications FP-96

English Units

CONTRACTOR:

ADDRESS:

STATE: NORTH CAROLINA

COUNTIES: YANCEY & BUNCOMBE

PARK / REFUGE / NF: BLUE RIDGE PARKWAY

ROADWAYS: MILEPOSTS MILES

Schedule A – Blue Ridge Parkway 369.0 to 375.1 6.1

Option 1 – Blue Ridge Parkway 364.4 to 369.0 4.6

Option 2 - Blue Ridge Parkway 359.7 to 364.4 4.7

Option 3 - Craggy Gardens Picnic Road 0.0 to 1.2 1.2 and Picnic Area N/A

Option 4 – Craggy Dome Overlook Parking Area N/A

PROJECT LENGTH TOTAL: 16.6

TYPE OF IMPROVEMENT:

Resurfacing and rehabilitating the parkway, pull-offs, and parking areas; milling and overlay; full depth pavement reclamation; and other miscellaneous work.

TABLE OF CONTENTS

Page

Notice to Offerors 1 through 2

Checklist for Offeror 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-31

*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-14

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1

SPECIFICATIONS

Special Contract Requirements (SCR) J-1 through J-100

Plans 1 through 166

Soils and Foundation Report 1 through 302

Hydraulics Data 1 through 553

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

Revised 07/16/2008

NOTICE TO OFFERORS

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 submitting proposal.

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 Offer Submittal included in this booklet to check that their proposals 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.

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 II, Small Business Subcontracting Plan. If the apparent Low Offeror is a LARGE BUSINESS it will be required to submit a Subcontracting Plan with proposal. If the apparent low offeror fails to submit a subcontracting plan acceptable to the Contracting Officer at proposal time, the offeror may be ineligible for award of the contract.

PLEASE NOTE: A sample plan is included in this solicitation package download documents 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 RFP 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 OFFERORS - (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 PROPOSAL DOCUMENTS:

RFP documents will not be mailed. All 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.

CHECKLIST FOR OFFERORS SUBMISSION

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 Offeror.

b. Block 15: Telephone Number of Offeror.

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-31)

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

b. Corrections initialed.

c. Price Evaluation eligibility is indicated on the Proposal 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 Offeror.

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 proposal total).

g. Proposal identification.

h. Signature of Offeror

i. Seal, if corporation

j. Signature of Surety

k. Seal, if corporation

PROPOSALS 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

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

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

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

7. Offeror's Qualifications form (provided separately as part of the proposal Documents Package). Form completed, signed and submitted with proposal

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

9. Sub-Contracting Plan - Large Businesses Only: Submittal with the proposal is mandatory.

THE FOLLOWING THREE ITEMS ARE NOT TO BE SUBMITTED WITH THE

BID; BUT FAILURE TO COMPLETE THE REQUIREMENTS WILL BE CAUSE

TO REJECT THE PROPOSAL.

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 PROPOSAL

PACKAGE IS SUBMITTED. FAILURE PROPERLY INPUT AND/OR UPDATE

YOUR DATA MAY CAUSE THE PROPOSAL TO BE REJECTED.

Offerors Qualification questionnaire regarding the preparation of the proposal for time:

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

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

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

6) Does the proposal 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 proposal 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 proposal opening?

8) Does the proposal 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 proposal 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 proposal 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-R-00014 Sealed Bid (IFB) ⌧Negotiated (RFP) 07/29/08 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.

PRA-BLRI 2P14

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 Request for Proposal is for the Blue Ridge Parkway 2P14, located in Yancey and Buncombe Counties, North Carolina 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-31.

∗ Special Contract Requirements, Section J - pages J-1 through J-100.

∗ Plans (Drawings), Sheets 1 through 166.

∗ Soils and Foundation Report, Parts 1, 2, and 3, Pages 1 through 302.

∗ Hydraulics Data, Pages 1 through 553.

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 08/28/08. 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 07/29/08

Block 2:

This project is UN-RESTRICTED - Proposals 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 proposals will not be accepted.

PHYSICAL DATA AVAILABLE FOR REVIEW

1. Manual on Uniform Traffic Control Devices for Streets and Highways, 2003 Edition, published by the Federal Highway Administration. http://mutcd.fhwa.dot.gov.

2. National Park Service Sign Manual, revised - January 1988, United States Department of the Interior. http://www.nps.gov/npsigns.

3. Soils and Foundation Report

4. Hydraulics Data

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 is 253 Calendar Days, Option 1 is 73 Calendar Days, Option 2 is 135 Calendar Days, Option 3 is 68 Calendar Days and Option 4 is 27 Calendar Days shall not exceed 556 Total Calendar days.

Contract Award/NTP is subject to receipt of permits

Work restrictions can be found in SCR Sections 108 and 156.

The work requires contractor design or construction experience per Sections 304 and 419 of the FP and SCR’s.

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

A-4

CONTINUATION OF SF 1442

Revised 07/29/08 following receipt of acceptable performance and payment bonds.

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 greater than $10,000,000.

Award will be made to an offeror whose technical submittal and price proposal contain the combination of the technical qualifications (past performance of same type of projects) and price that offers the best value to the Government. Offerors are reminded that while the Government may elect to consider data obtained from other sources, the burden of proof of acceptability rests with the offeror.

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 version 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: PRA-BLRI 2P14

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-6 for Schedule A, Page B-12 for Schedule B, Page B-18 for Schedule C, Page B-24 for Schedule D, and Page B-29 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 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:

Work includes resurfacing and rehabilitation of the Blue Ridge Parkway, pull-offs, and parking areas; milling and overlay; full depth pavement reclamination; and other miscellaneous work. The locations are as follows:

Schedule A (Base Contract) – Blue Ridge Parkway, milepost 369.0 to 375.1

Schedule B (Government Option 1) – Blue Ridge Parkway, milepost 364.4 to 369.0

Schedule C (Government Option 2) – Blue Ridge Parkway, milepost 359.7 to 364.4

Schedule D (Government Option 3) – Craggy Garden Picnic Road, milepost 0.0 to 1.2

Schedule E (Government Option 4) – Craggy Dome Overlook

The Government will award the project as a Base Contract (Schedule A) with the option to award any, all, or no combinations of the Government Option(s) (Schedules B, C, D, and E); 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 the Base Contract (Schedule A), the Government may award all or any combination of the Government Option(s) (Schedules B, C, D, and E) at that time. If funding for the Government Option(s) is received after award of the Base Contract, the Government has the right to exercise the Government Option(s) at the unit prices bid no later than 250 calendar days from the Notice To Proceed.

BIDDING OF CALENDAR DAYS

For each schedule or option of work shown on the Bid Summary page(s), determine the number of calendar days necessary to complete that schedule or option of work from Notice To Proceed of that schedule or option of work to the completion of that schedule or option of work. Specify the number of calendar days (NOT to exceed the maximum number of calendar days shown in Block 11 of the SF-1442) in the space provided on the Bid Summary page(s).

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 $2,700 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 or option 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(s).

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible offeror price that offers the Best Value Evaluation Total Price of Project, which is defined as:

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

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

If the Government Option(s) are exercised after the award of the Base Contract, the number of calendar days specified by the successful bidder for that Government Option(s) will become the performance period for that Government Option(s).

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

Project: PRA-BLRI 2P14

SCHEDULE A: BLUE RIDGE PARKWAY MP 369 TO MP 375.1

B- 1

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101 MOBILIZATION

ALL Lump Sum $___________________

15201 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401 CONTRACTOR TESTING

ALL Lump Sum $___________________

15702 TEMPORARY TURF ESTABLISHMENT

ACRE $_______________ $___________________

15703 SILT FENCE

52,800

LNFT $_______________ $___________________

15713 PLASTIC LINING

SQYD $_______________ $___________________

15716 INLET PROTECTION

EACH $_______________ $___________________

15719C TEMPORARY MULCH

TON $_______________ $___________________

20103 CLEARING AND GRUBBING

SQYD $_______________ $___________________

20303QA REMOVAL OF ASPHALT SIDEWALK

SQYD $_______________ $___________________

20303UD REMOVAL OF STONE PAVED WATERWAY

SQYD $_______________ $___________________

Project: PRA-BLRI 2P14

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 2

20304Y REMOVAL OF STONE MASONRY

ALL Lump Sum $___________________

30305B DITCH RECONDITIONING

1,000

LNFT $_______________ $___________________

30404 PORTLAND CEMENT

1,550

TON $_______________ $___________________

30405AS CEMENT AGGREGATE STABILIZATION, IN PLACE AGGREGATE, 10-INCH

DEPTH

65,500

SQYD $_______________ $___________________

30501 AGGREGATE-TOPSOIL COURSE

2,550

TON $_______________ $___________________

40101 HOT ASPHALT CONCRETE PAVEMENT

TON $_______________ $___________________

40201 MINOR HOT ASPHALT CONCRETE

TON $_______________ $___________________

41301B ASPHALT PAVEMENT MILLING, 1-INCH DEPTH

1,900

SQYD $_______________ $___________________

41301F ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

13,600

SQYD $_______________ $___________________

41801BAD SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 ESAL, TYPE 4 PAVEMENT

SMOOTHNESS

TON $_______________ $___________________

41801BBB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL, TYPE 2 PAVEMENT

SMOOTHNESS

9,800

TON $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 3

41801BBC SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL, TYPE 3 PAVEMENT

SMOOTHNESS

1,200

TON $_______________ $___________________

41801CB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL

2,140

TON $_______________ $___________________

41802AB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 -<3 ESAL, WEDGE AND LEVELING

3,800

TON $_______________ $___________________

41902A ASPHALT PAVEMENT, SHALLOW DEPTH PATCH, TYPE 1

1,200

SQFT $_______________ $___________________

60503 GEOCOMPOSITE UNDERDRAIN SYSTEM (18" Multi-flow drainage tubing)

LNFT $_______________ $___________________

60507F 6-INCH OUTLET PIPE (SCHEDULE 40 PVC)

LNFT $_______________ $___________________

60509 SAND

CUYD $_______________ $___________________

60703A RECONDITIONING CULVERTS IN PLACE

2,770

LNFT $_______________ $___________________

60704 RECONDITIONING DRAINAGE STRUCTURES

EACH $_______________ $___________________

60706 CONCRETE PIPE JOINT REPAIR

EACH $_______________ $___________________

60801B PAVED WATERWAY, TYPE 2

SQYD $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 4

60809B RECONDITION PAVED WATERWAY, TYPE 2

2,360

SQYD $_______________ $___________________

60906 RESET CURB

LNFT $_______________ $___________________

61501A ASPHALT CONCRETE SIDEWALK

SQYD $_______________ $___________________

62004 REPOINT STONE MASONRY

LNFT $_______________ $___________________

62011 RESET STONE MASONRY (REPAIR)

CUYD $_______________ $___________________

62016 RESET STONE MASONRY (MEDIAN)

SQYD $_______________ $___________________

62403 FURNISHING AND PLACING TOPSOIL

CUYD $_______________ $___________________

62509 TURF ESTABLISHMENT

6.0

ACRE $_______________ $___________________

63304CC SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

SQFT $_______________ $___________________

63401LA PAVEMENT MARKINGS, TYPE POLYUREA, SOLID

64,800

LNFT $_______________ $___________________

63401LB PAVEMENT MARKINGS, TYPE POLYUREA, BROKEN

LNFT $_______________ $___________________

63501 TEMPORARY TRAFFIC CONTROL (FLOOD LIGHTS)

ALL Lump Sum $___________________

63505C BARRICADE, TYPE 3

EACH $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 5

63506A CONE, TYPE A

EACH $_______________ $___________________

63507 CONSTRUCTION SIGN

1,968

SQFT $_______________ $___________________

63508B DRUM, TYPE B

EACH $_______________ $___________________

63509 FLAGGER

1,800

HOUR $12.00 $21,600.00

63510 PILOT CAR

HOUR $_______________ $___________________

63515 TEMPORARY PAVEMENT MARKINGS

MILE $_______________ $___________________

63521A WARNING LIGHT, TYPE A

EACH $_______________ $___________________

63521B WARNING LIGHT, TYPE B

EACH $_______________ $___________________

63521C WARNING LIGHT, TYPE C

EACH $_______________ $___________________

63529 TEMPORARY TRAFFIC SIGNAL SYSTEM

EACH $_______________ $___________________

63530 RELOCATING TEMPORARY TRAFFIC SIGNAL SYSTEM

EACH $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 6

63701 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA-BLRI 2P14

OPTION 1: BLUE RIDGE PARKWAY FROM MP 364.4 TO MP 369

B- 7

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15201 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401 CONTRACTOR TESTING

ALL Lump Sum $___________________

15702 TEMPORARY TURF ESTABLISHMENT

ACRE $_______________ $___________________

15703 SILT FENCE

15,800

LNFT $_______________ $___________________

15713 PLASTIC LINING

SQYD $_______________ $___________________

15716 INLET PROTECTION

EACH $_______________ $___________________

15719C TEMPORARY MULCH

TON $_______________ $___________________

20301AE REMOVAL OF FRAME AND GRATE

EACH $_______________ $___________________

20301AT REMOVAL OF RAISED PAVEMENT MARKER

EACH $_______________ $___________________

20303PA REMOVAL OF ASPHALT PAVEMENT

6,270

SQYD $_______________ $___________________

20303QA REMOVAL OF ASPHALT SIDEWALK

SQYD $_______________ $___________________

Project: PRA-BLRI 2P14

Bid Option 1 (B)

Estimated Quantity Unit Bid Price Amount Bid

B- 8

20303UA REMOVAL OF ASPHALT PAVED WATERWAY

2,250

SQYD $_______________ $___________________

20303UD REMOVAL OF STONE PAVED WATERWAY

SQYD $_______________ $___________________

30305B DITCH RECONDITIONING

1,600

LNFT $_______________ $___________________

30404 PORTLAND CEMENT

TON $_______________ $___________________

30405AS CEMENT AGGREGATE STABILIZATION, IN PLACE AGGREGATE, 10-INCH

DEPTH

26,300

SQYD $_______________ $___________________

30501 AGGREGATE-TOPSOIL COURSE

2,170

TON $_______________ $___________________

40201 MINOR HOT ASPHALT CONCRETE

TON $_______________ $___________________

41301F ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

28,500

SQYD $_______________ $___________________

41801BAD SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 ESAL, TYPE 4 PAVEMENT

SMOOTHNESS

TON $_______________ $___________________

41801BBB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL, TYPE 2 PAVEMENT

SMOOTHNESS

3,950

TON $_______________ $___________________

41801BBC SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL, TYPE 3 PAVEMENT

SMOOTHNESS

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 9

2,500

TON $_______________ $___________________

41801CB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL

4,200

TON $_______________ $___________________

41802AB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 -<3 ESAL, WEDGE AND LEVELING

2,100

TON $_______________ $___________________

41901B ASPHALT PAVEMENT, FULL DEPTH PATCH, TYPE 2

SQFT $_______________ $___________________

41902A ASPHALT PAVEMENT, SHALLOW DEPTH PATCH, TYPE 1

2,800

SQFT $_______________ $___________________

60201E 4-INCH PIPE CULVERT

LNFT $_______________ $___________________

60409FA METAL FRAME AND GRATE, TYPE 6A

EACH $_______________ $___________________

60501 UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

60703A RECONDITIONING CULVERTS IN PLACE

LNFT $_______________ $___________________

60704 RECONDITIONING DRAINAGE STRUCTURES

EACH $_______________ $___________________

60705J LINING 15-INCH PIPE CULVERT

LNFT $_______________ $___________________

60705M LINING 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 10

60706 CONCRETE PIPE JOINT REPAIR

EACH $_______________ $___________________

60801B PAVED WATERWAY, TYPE 2

SQYD $_______________ $___________________

60801E PAVED WATERWAY, TYPE 5

2,300

SQYD $_______________ $___________________

60809B RECONDITION PAVED WATERWAY, TYPE 2

1,740

SQYD $_______________ $___________________

60906 RESET CURB

LNFT $_______________ $___________________

61401 LEAN CONCRETE BACKFILL

CUYD $_______________ $___________________

61501A ASPHALT CONCRETE SIDEWALK

SQYD $_______________ $___________________

61505A ASPHALT WHEELCHAIR RAMP

SQYD $_______________ $___________________

62004 REPOINT STONE MASONRY

2,735

LNFT $_______________ $___________________

62011 RESET STONE MASONRY (REPAIR)

CUYD $_______________ $___________________

62509 TURF ESTABLISHMENT

5.0

ACRE $_______________ $___________________

62901D EROSION CONTROL MAT TYPE 4

SQYD $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 11

63401HA PAVEMENT MARKINGS, TYPE H, SOLID

1,310

LNFT $_______________ $___________________

63401JA PAVEMENT MARKINGS, TYPE J, SOLID

LNFT $_______________ $___________________

63401LA PAVEMENT MARKINGS, TYPE POLYUREA, SOLID

48,800

LNFT $_______________ $___________________

63401LB PAVEMENT MARKINGS, TYPE POLYUREA, BROKEN

LNFT $_______________ $___________________

63405D RAISED PAVEMENT MARKERS, TYPE D

EACH $_______________ $___________________

63405E RAISED PAVEMENT MARKERS, TYPE E

EACH $_______________ $___________________

63406JH PAVEMENT MARKINGS, TYPE J, HANDICAP SYMBOL

EACH $_______________ $___________________

63501 TEMPORARY TRAFFIC CONTROL (FLOOD LIGHTS)

ALL Lump Sum $___________________

63505C BARRICADE, TYPE 3

EACH $_______________ $___________________

63506A CONE, TYPE A

EACH $_______________ $___________________

63508B DRUM, TYPE B

EACH $_______________ $___________________

63509 FLAGGER

HOUR $12.00 $7,200.00

63510 PILOT CAR

HOUR $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 12

63515 TEMPORARY PAVEMENT MARKINGS

MILE $_______________ $___________________

63521A WARNING LIGHT, TYPE A

EACH $_______________ $___________________

63521B WARNING LIGHT, TYPE B

EACH $_______________ $___________________

63521C WARNING LIGHT, TYPE C

EACH $_______________ $___________________

63529 TEMPORARY TRAFFIC SIGNAL SYSTEM

EACH $_______________ $___________________

63530 RELOCATING TEMPORARY TRAFFIC SIGNAL SYSTEM

EACH $_______________ $___________________

63803 LOCATE UTILITIES (TEST PITS)

ALL Lump Sum $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA-BLRI 2P14

OPTION 2: BLUE RIDGE PARKWAY MP 359.7 TO MP 364.4

B- 13

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15201 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401 CONTRACTOR TESTING

ALL Lump Sum $___________________

15702 TEMPORARY TURF ESTABLISHMENT

ACRE $_______________ $___________________

15703 SILT FENCE

10,800

LNFT $_______________ $___________________

15713 PLASTIC LINING

SQYD $_______________ $___________________

15716 INLET PROTECTION

EACH $_______________ $___________________

15719C TEMPORARY MULCH

TON $_______________ $___________________

20301AE REMOVAL OF FRAME AND GRATE

EACH $_______________ $___________________

20301AT REMOVAL OF RAISED PAVEMENT MARKER

EACH $_______________ $___________________

20302H REMOVAL OF PIPE CULVERTS

LNFT $_______________ $___________________

20303PA REMOVAL OF ASPHALT PAVEMENT

1,370

SQYD $_______________ $___________________

Project: PRA-BLRI 2P14

Bid Option 2 (C)

Estimated Quantity Unit Bid Price Amount Bid

B- 14

20303QA REMOVAL OF ASPHALT SIDEWALK

SQYD $_______________ $___________________

20303UA REMOVAL OF ASPHALT PAVED WATERWAY

SQYD $_______________ $___________________

20401 ROADWAY EXCAVATION

CUYD $_______________ $___________________

20402 SUBEXCAVATION

1,690

CUYD $_______________ $___________________

20405 SELECT BORROW

2,300

CUYD $_______________ $___________________

20701CB EARTHWORK GEOTEXTILE, TYPE III-B

1,260

SQYD $_______________ $___________________

30101Z AGGREGATE BASE, GRADING C OR D

TON $_______________ $___________________

30305B DITCH RECONDITIONING

4,300

LNFT $_______________ $___________________

30501 AGGREGATE-TOPSOIL COURSE

1,650

TON $_______________ $___________________

40201 MINOR HOT ASPHALT CONCRETE

TON $_______________ $___________________

41301B ASPHALT PAVEMENT MILLING, 1-INCH DEPTH

2,600

SQYD $_______________ $___________________

41301F ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

53,900

SQYD $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 15

41301H ASPHALT PAVEMENT MILLING, 3-INCH DEPTH

SQYD $_______________ $___________________

41801BAD SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 ESAL, TYPE 4 PAVEMENT

SMOOTHNESS

TON $_______________ $___________________

41801BBC SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL, TYPE 3 PAVEMENT

SMOOTHNESS

4,700

TON $_______________ $___________________

41801CB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL

8,200

TON $_______________ $___________________

41802AB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 -<3 ESAL, WEDGE AND LEVELING

TON $_______________ $___________________

41902A ASPHALT PAVEMENT, SHALLOW DEPTH PATCH, TYPE 1

SQFT $_______________ $___________________

60201K 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60409D METAL FRAME AND GRATE, TYPE 4

EACH $_______________ $___________________

60703A RECONDITIONING CULVERTS IN PLACE

1,185

LNFT $_______________ $___________________

60704 RECONDITIONING DRAINAGE STRUCTURES

EACH $_______________ $___________________

60706 CONCRETE PIPE JOINT REPAIR

EACH $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 16

60801B PAVED WATERWAY, TYPE 2

SQYD $_______________ $___________________

60906 RESET CURB

LNFT $_______________ $___________________

61501A ASPHALT CONCRETE SIDEWALK

SQYD $_______________ $___________________

61703 REMOVING AND RESETTING GUARDRAIL

LNFT $_______________ $___________________

62004 REPOINT STONE MASONRY

LNFT $_______________ $___________________

62006 REMOVE AND RESET STONE MASONRY HEADWALL

EACH $_______________ $___________________

62011 RESET STONE MASONRY (REPAIR)

CUYD $_______________ $___________________

62403 FURNISHING AND PLACING TOPSOIL

CUYD $_______________ $___________________

62509 TURF ESTABLISHMENT

4.0

ACRE $_______________ $___________________

63401JA PAVEMENT MARKINGS, TYPE J, SOLID

LNFT $_______________ $___________________

63401LA PAVEMENT MARKINGS, TYPE POLYUREA, SOLID

47,500

LNFT $_______________ $___________________

63401LB PAVEMENT MARKINGS, TYPE POLYUREA, BROKEN

3,400

LNFT $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 17

63405D RAISED PAVEMENT MARKERS, TYPE D

EACH $_______________ $___________________

63405E RAISED PAVEMENT MARKERS, TYPE E

EACH $_______________ $___________________

63501 TEMPORARY TRAFFIC CONTROL (FLOOD LIGHTS)

ALL Lump Sum $___________________

63505C BARRICADE, TYPE 3

EACH $_______________ $___________________

63506A CONE, TYPE A

EACH $_______________ $___________________

63508B DRUM, TYPE B

EACH $_______________ $___________________

63509 FLAGGER

HOUR $12.00 $7,200.00

63510 PILOT CAR

HOUR $_______________ $___________________

63515 TEMPORARY PAVEMENT MARKINGS

MILE $_______________ $___________________

63521A WARNING LIGHT, TYPE A

EACH $_______________ $___________________

63521B WARNING LIGHT, TYPE B

EACH $_______________ $___________________

63521C WARNING LIGHT, TYPE C

EACH $_______________ $___________________

63529 TEMPORARY TRAFFIC SIGNAL SYSTEM

EACH $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 18

63530 RELOCATING TEMPORARY TRAFFIC SIGNAL SYSTEM

EACH $_______________ $___________________

63803 LOCATE UTILITIES

ALL Lump Sum $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA-BLRI 2P14

OPTION 3: CRAGGY GARDEN ACCESS ROAD AND PICNIC AREA

B- 19

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15201 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401 CONTRACTOR TESTING

ALL Lump Sum $___________________

15702 TEMPORARY TURF ESTABLISHMENT

ACRE $_______________ $___________________

15703 SILT FENCE

1,500

LNFT $_______________ $___________________

15716 INLET PROTECTION

EACH $_______________ $___________________

15719C TEMPORARY MULCH

TON $_______________ $___________________

20301AE REMOVAL OF FRAME AND GRATE

EACH $_______________ $___________________

20301E REMOVAL OF HEADWALLS

EACH $_______________ $___________________

20302H REMOVAL OF PIPE CULVERTS

LNFT $_______________ $___________________

20302RB REMOVAL OF PORTLAND CEMENT CONCRETE CURB (includes asphalt curb)

2,220

LNFT $_______________ $___________________

Project: PRA-BLRI 2P14

Bid Option 3 (D)

Estimated Quantity Unit Bid Price Amount Bid

B- 20

20302W REMOVAL OF GUARDRAIL

LNFT $_______________ $___________________

20303QA REMOVAL OF ASPHALT SIDEWALK

1,190

SQYD $_______________ $___________________

20303UD REMOVAL OF STONE PAVED WATERWAY

SQYD $_______________ $___________________

20401 ROADWAY EXCAVATION

CUYD $_______________ $___________________

20701CB EARTHWORK GEOTEXTILE, TYPE III-B

SQYD $_______________ $___________________

25101C PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25101D PLACED RIPRAP, CLASS 4

CUYD $_______________ $___________________

30305B DITCH RECONDITIONING

LNFT $_______________ $___________________

30404 PORTLAND CEMENT

TON $_______________ $___________________

30405AN CEMENT AGGREGATE STABILIZATION, IN PLACE AGGREGATE, 6-INCH

DEPTH

6,270

SQYD $_______________ $___________________

30405AS CEMENT AGGREGATE STABILIZATION, IN PLACE AGGREGATE, 10-INCH

DEPTH

1,200

SQYD $_______________ $___________________

30501 AGGREGATE-TOPSOIL COURSE

TON $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 21

41301F ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

8,300

SQYD $_______________ $___________________

41801BAD SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 ESAL, TYPE 4 PAVEMENT

SMOOTHNESS

1,080

TON $_______________ $___________________

41801BBC SUPERPAVE ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL, TYPE 3 PAVEMENT

SMOOTHNESS

1,300

TON $_______________ $___________________

41801CB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 - <3 ESAL

1,700

TON $_______________ $___________________

41802AB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 -<3 ESAL, WEDGE AND LEVELING

3,700

TON $_______________ $___________________

41901B ASPHALT PAVEMENT, FULL DEPTH PATCH, TYPE 2

SQFT $_______________ $___________________

41902A ASPHALT PAVEMENT, SHALLOW DEPTH PATCH, TYPE 1

SQFT $_______________ $___________________

60104AK CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60104AM CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60201K 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201M 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

Project: PRA-BLRI 2P14

Estimated Quantity Unit Bid Price Amount Bid

B- 22

60203P 36-INCH EQUIVALENT DIAMETER, ARCH OR ELLIPTICAL CULVERT PIPE

LNFT…