IFB_Solicitation_PRA-BLRI_2F24.pdf

SOLICITATION

IFB No. DTFH71- 15-B-00034

This Contract Cites

STANDARD SPECIFICATIONS (FP-03)

U.S. Customary Units

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT PRA-BLRI 2F24

BLUE RIDGE PARKWAY

PAVEMENT RESURFACING FROM MILEPOST (MP) 283.0 TO MP 291.9 AND

LINVILLE RIVER BRIDGE MP 316.5

Contract No.

PMIS# 172771 & 148036

ADDRESS:

CONTRACTOR:

STATE North Carolina

COUNTIES Avery and Watauga

PARK Blue Ridge Parkway

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

Feet Route Miles

Lane Miles

A Blue Ridge Parkway 289.8 To 291.9 11,193 2.12 4.24

A US Route 321 Ramp 0 To 0.14 725 0.14 0.27

B Blue Ridge Parkway 286.2 To 289.8 18,638 3.53 7.06

C Blue Ridge Parkway 283.0 To 286.2 17,054 3.23 6.46

D ■ Yadkin Valley Overlook 5,476 0.00 0.09

D ■ Thunder Hill Overlook 10,053 0.00 0.17

E ■ Raven's Rock Overlook 11,169 0.00 0.19

F Linville River Bridge 316.57 To 306 0.06 0.12

G ■ Boone's Trace Overlook 2,135 0.00 0.04

To 0.00 0.00

Project Length Totals 9.08 18.64

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

TYPE OF IMPROVEMENT

Rehabilitate and resurface Blue Ridge Parkway Section 2F from Milepost 283.0 to Milepost 291.9, including overlooks and drainage improvements. Site investigation to determine and address bridge drainage issues at Linville River Bridge near Milepost 316.57.

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 4

*Bid Schedule B-1 through B-22

*SF-24 Bid Bond C-1 through C-2

FEDERAL ACQUISITION REGULATION & TRANSPORTATION ACQUISITION

REGULATION SOLICITATION PROVISIONS & CONTRACT CLAUSES

Index to Federal and Transportation Acquisition Regulations 1 through 6

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

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-8

Minimum Wage Schedule F-9 through F-13

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-99

Section K K-1 through K-3

Permits Obtained for this Project 1 through 95

SPECIFICATIONS On CD

Plans Schedules A-E and G 1 through 119 Plans Schedule F 1 through 17 Bridge Inspection Reports see CD/fbo.gov Categorical Exclusion Form (NEPA) 1 through 26 Hydraulics Report 1 through 162 Soils and Foundation Report 1 through 356

* Bidder’s Qualifications Form 1 through 7

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

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

HAZARDOUS MATERIALS IDENTIFICATION AND MATERIAL SAFETY DATA:

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data, the apparent low Offeror must submit prior to award a Material Safety Data Sheet (MSDS's) for all hazardous materials that the Offeror identifies in paragraph (b) of this clause in the D-pages of this booklet. Failure to submit MSDS's may render the Offeror ineligible for award of contract. The apparent low Offeror should submit their MSDS's within two weeks after bid opening.

ATTENTION LARGE BUSINESSES - UTILIZATION OF SMALL BUSINESS CONCERNS:

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

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

INTERNET BASED DATA BASES - REQUIRED INPUT:

According to the FAR Subpart 4.1102 contractors MUST be registered in 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-100A Form in order to be eligible for a contract award. It can be completed on-line at http://www.dol.gov/vets/vets-100.html. 2012 VETS 100 Filing Cycle Effective January 15, 2012, Customers will no longer be able to electronically file a VETS 100/100A Report. Customers may still file, but must first download the form http://www.sam.gov/ http://orca.bpn.gov/ http://www.dol.gov/vets/vets-100.html

NOTICE TO BIDDERS

from the VETS website www.dol.gov/vets/programs/fcp/main.htm, fill out the form and mail or email it to:

Veterans' Employment and Training Service (VETS)In Care of: Department of Labor National Contact Center (DOL- NCC)14120 Newbrook Drive, Suite 200 Chantilly, VA 20151(866) 237-0275 Or email to: VETS100-customersupport@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.

PROGRESS PAYMENTS:

ALL payments will be made via Electronic Funds Transfer (EFT) as such; the payment information in the CCR must be accurate in order for contractors' invoices to be considered proper invoices for the purpose of prompt payment under DOT contracts. Contractors must input and maintain (update as necessary) their EFT information in the CCR database. Offerors are advised that under FAR Clause 52.232-5, Payments Under Fixed Price Construction Contracts, upon request, progress payments will include premiums paid by the Contractor to obtain performance and payment bonds as required under this contract. These payments shall not be made in addition to the contract price. As specified in the FP, “Section 151 - MOBILIZATION", payments for performance and payment bond premiums shall be included in mobilization.

WELFARE-TO-WORK INITIATIVE:

The President’s Welfare Reform Bill was initiated to assist welfare recipients and hopefully aid welfare recipients to find gainful employment. In support of this bill, Contractors are encouraged to hire welfare recipients whenever possible and to use welfare recipients in performance of duties on Government contracts.

INCREASING SEAT BELT USE IN THE UNITED STATES:

The President’s Executive Order 13043 dated April 16, 1997, was issued to increase the use of seat belts in the United States. In support of this Order, contractors and subcontractors are encouraged to adopt and enforce on-the-job seat belt policies for their employees when operating company-owned, rented, or personally owned vehicles.

OBTAINING BID DOCUMENTS:

Bid documents will not be mailed. All bid documents are available for direct download from the Federal Business Opportunities (FBO) website: http://www.fbo.gov/ or the Eastern Federal Lands Highway Division website: http://www.efl.fhwa.dot.gov/contracting/Documents.aspx Contractors are encouraged to register on the FBO website (for this specific project) in order to receive Email Notifications automatically when a document is added or updated for this specific project. All questions about this construction project must be emailed to the following address:

eflhd.contracts@dot.gov.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MONITORING THE WEB PAGES

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

CHANGES.

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

http://www.dol.gov/vets/programs/fcp/main.htm mailto:VETS100-customersupport@dol.gov mailto:VETS100-customersupport@dol.gov http://www.fbo.gov/ http://www.efl.fhwa.dot.gov/contracting/Documents.aspx mailto:eflhd.contracts@dot.gov

CHECKLIST FOR BID SUBMISSION

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

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-22)

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

b. Corrections initialed.

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

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

a. Date executed

b. Legal name and address of bidder.

c. Type of organization.

d. State of incorporation (if applicable).

e. Name and business address of Treasury approved surety.

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

g. Bid identification.

h. Signature of Bidder

i. Seal, if corporation

j. Signature of Surety

k. Seal, if corporation

BIDS RECEIVED WITHOUT A VALID BID BOND WILL BE REJECTED.

5. Power of Attorney.

a. Dated on or before execution date of bond

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

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

CHECKLIST FOR BID SUBMISSION

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

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

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

Form completed, signed and submitted with bid

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

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

• 44% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBzones

• 5% - Woman Owned Small Business (WOSB)

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

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

BE COMPLETED ELECTRONICALLY PRIOR TO CONTRACT AWARD.

9. 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.

10. 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.

11. Vets100 Reporting: The Contractor has completed the annual Internet-Based reporting requirement online at http://www.dol.gov/vets/vets-100.html.

2012 VETS 100 Filing Cycle Effective January 15, 2012, Customers will no longer be able to electronically file a VETS 100/100A Report. Customers may still file, but must first download the form from the VETS website www.dol.gov/vets/programs/fcp/main.htm, fill out the form and mail or email it to: Veterans' Employment and Training Service (VETS) In Care of: Department of Labor National Contact Center (DOL-NCC), 14120 Newbrook Drive, Suite 200 Chantilly, VA 20151 (866) 237-0275 Or email to: VETS100-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/vets-100.html http://www.dol.gov/vets/programs/fcp/main.htm mailto:VETS100-Customersupport@dol.gov

/fbo.gov.

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Federal Highway Administration Eastern Federal Lands Highway Division ATTN: Construction Office 21400 Ridgetop Circle Sterling, VA 20166-6511

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

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125

EFLHD-CO

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CONTINUATION OF SF 1442

Block 2:

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

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

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

Facsimile and electronic bids will not be accepted.

PHYSICAL DATA AVAILABLE FOR REVIEW

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

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

3. Bridge Inspection Reports

4. Categorical Exclusion Form (NEPA)

5. Hydraulics Report

6. Soils and Foundation Report

7. Permits

Block 9:

In accordance with FAR Provision 52.236-27, Site Visit, a Government representative can be available to show the project to prospective bidders. All requests for site visits see Section E of the solicitation and e-mail all questions concerning this construction project to the following e-mail address eflhd.contracts@dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

∗Block 11:

If Schedule A (Base Contract), Schedule B (Government Option 1), Schedule C (Government Option 2), Schedule D (Government Option 3), Schedule E (Government Option 4), Schedule F (Government Option 5), and Schedule G (Government Option 6) are all awarded at the same time:

The total calendar days bid to complete all contract work must be greater than or equal to ( > ) 370 and less than or equal to ( < ) 890.

If Schedules A, B, C, D, E, F, and G are NOT awarded at the same time:

The performance period for the completion of Schedule A is 270 calendar days.

The performance period for the completion of Schedule B is 320 calendar days.

The performance period for the completion of Schedule C is 305 calendar days.

The performance period for the completion of Schedule D is 10 calendar days.

The performance period for the completion of Schedule E is 10 calendar days.

http://www.nps.gov/npsigns

The performance period for the completion of Schedule F is from April 16, 2016 to September 30, 2016.

The performance period for the completion of Schedule G is 10 calendar days.

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

156. Contract Award/Notice to Proceed is subject to availability of funds.

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 - $ If additional Schedules and/or Options are included list separately as follows:

Schedule B (Option 1) - $ Schedule C (Option 1) - $ Schedule D (Option 1) - $ Schedule E (Option 1) - $ Schedule F (Option 1) - $ Schedule G (Option 1) - $

DO NOT INCLUDE ANY CONTRACT ADMINISTRATION COSTS IN BLOCK 17.

Other:

The estimated price is expected to fall within the price range of $7,000,000 to $14,000,000.

Responsibility of bidders shall be evaluated in accordance with the information provided on the Bidder's Qualification Form, which can be downloaded from FHWA web site. FP-03 versions can be downloaded at the FHWA web site. FHWA web site is http://www.efl.fhwa.dot.gov/contracting-manuals-guides.aspx then click on Construction Specifications.

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

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

• 44% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBzones

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

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

BID SCHEDULE INSTRUCTIONS

PROJECT: PRA-BLRI 2F24

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-5 for Schedule A, Page B-11 for Schedule B, Page B-16 for Schedule C, Page B-17 for Schedule D, Page B-18 for Schedule E, Page B-20 for Schedule F, and Page B-21 for Schedule G. 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.

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-5 Schedule B (Government Option 1) - Pages B-6 thru B-11 Schedule C (Government Option 2) - Pages B-12 thru B-16 Schedule D (Government Option 3) - Page B-17 Schedule E (Government Option 4) - Page B-18 Schedule F (Government Option 5) - Pages B-19 thru B-20 Schedule G (Government Option 6) - Page B-21

The Government will award the project as Schedule A (Base Contract) with the option to award Schedules B, C, D, E, F, and G (Government Options 1, 2, 3, 4, 5, and 6); 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, E, F, and G (Government Options 1, 2, 3, 4, 5, and 6) at that time. If funding for Schedules B, C, D, E, F, and G (Government Options 1, 2, 3, 4, 5, and 6) is received after award of Schedule A (Base Contract), the Government has the right to exercise Schedules B, C, D, E, F, and G (Government Options 1, 2, 3, 4, 5, and 6) at the unit prices bid according to the following schedule:

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

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

Schedule D (Government Option 3): No later than the contract completion date for Schedule A (Base Contract).

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

Schedule F (Government Option 5): No later than July 1, 2016.

Schedule G (Government Option 6): No later than the contract completion date for Schedule C Government Option 2).

BIDDING OF CALENDAR DAYS / COMPLETION OF WORK

Determine the number of calendar days necessary to complete all contract work from Notice To Proceed to contract completion if all schedules and options are awarded at the same time.

Specify the number of calendar days (NOT to exceed the maximum number of calendar days shown in Block 11 of the SF-1442) in the space provided on the Bid Summary page(s).

If a minimum number of calendar days is provided in Block 11 of the SF-1442, do not specify a number of calendar days lower than the minimum. Failure to specify a number of calendar days for contract completion indicates the bidder accepts the maximum contract time provided in Block 11 of the SF-1442.

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

If the Government awards the contract as Schedule A + B + C + D + E + F + G, the performance period to complete all contract work will be the Total Calendar Days Bid submitted by the successful Bidder on Line (8) of the Bid Summary page.

If the Government awards the contract as Schedule A plus a combination of one or more of the Government Options, the performance period of the contract will be the total time of the individual performance periods of each awarded schedule as specified below. For example, if Schedules A + B + C are awarded, the performance period of the contract will be 895 calendar days (270+320+305).

Schedule A: 270 calendar days Schedule B: 320 calendar days Schedule C: 305 calendar days Schedule D: 10 calendar days Schedule E: 10 calendar days Schedule G: 10 calendar days

For Schedule F the performance period will be as shown on the Bid Summary page.

If any of the remaining Government Options are exercised after the award of the original contract, the number of calendar days specified above will become the performance period for that Government Option and will be added to the performance period of the original contract.

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

When evaluating the bids, the Government will consider the Contract Administrative Cost for the project to be $3,300 per calendar day bid. The Contract Administrative Cost is only used to determine the Evaluation Total Price of Project.

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

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

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

Schedule D - $ .

Schedule E - $ .

Schedule F - $ .

Schedule G - $ .

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 + Schedule F (Government Option 5) Bid Total + Schedule G (Government Option 6) Bid Total + Contract Administrative Cost for Total Calendar Days Bid.

B - 1

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

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0210 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0310 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 291

STATION 21+50)

ALL LPSM $___LPSM_____ $____________

A0410 15705-1700 SOIL EROSION CONTROL, FILTER BERM

885 LNFT $____________ $____________

A0510 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

20 EACH $____________ $____________

A0610 20202-0000 SELECTIVE CLEARING

10 SQYD $____________ $____________

A0710 20301-2400 REMOVAL OF SIGN

1 EACH $____________ $____________

A0810 20302-0400 REMOVAL OF CURB, ASPHALT

230 LNFT $____________ $____________

A0910 20303-1400 REMOVAL OF PAVED WATERWAY, CONCRETE

20 SQYD $____________ $____________

A1010 20402-0000 SUBEXCAVATION

410 CUYD $____________ $____________

A1110 20701-0800 EARTHWORK GEOTEXTILE, TYPE II-B

1,250 SQYD $____________ $____________

A1210 25102-2000 PLACED RIPRAP, CLASS 2

5 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

Project No:PRA-BLRI 2F24

Project Name:BLUE RIDGE PARKWAY - PAVEMENT REHABILITATION

B - 2

A1310 25102-3000 PLACED RIPRAP, CLASS 3

10 TON $____________ $____________

A1410 25102-4000 PLACED RIPRAP, CLASS 4

45 TON $____________ $____________

A1510 30302-1000 DITCH RECONDITIONING

55 LNFT $____________ $____________

A1610 30430-0000 AGGREGATE STABILIZATION

28,600 SQYD $____________ $____________

A1710 30503-0000 AGGREGATE-TOPSOIL COURSE

1,270 CUYD $____________ $____________

A1810 40101-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL TYPE III-B PAVEMENT ROUGHNESS

2,500 TON $____________ $____________

A1910 40101-0500 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL

3,325 TON $____________ $____________

A2010 40102-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL, WEDGE AND LEVELING COURSE

1,500 TON $____________ $____________

A2210 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

27,300 SQYD $____________ $____________

A2310 42801-0250 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 4

1,040 SQYD $____________ $____________

A2410 42801-0300 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 5

120 SQYD $____________ $____________

A2510 55205-0000 REPAIR CONCRETE - RELINING BOTTOM

180 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

B - 3

A2610 60409-1000 INLET TOP, CONCRETE

3 EACH $____________ $____________

A2710 60602-0800 PIPE ANCHOR ASSEMBLY, 30-INCH

1 EACH $____________ $____________

A2810 60702-1000 REMOVING, CLEANING, AND RELAYING CULVERT

20 LNFT $____________ $____________

A2910 60708-0000 CONCRETE PIPE JOINT REPAIR

10 EACH $____________ $____________

A3010 60801-0400 PAVED WATERWAY, TYPE 4

20 SQYD $____________ $____________

A3110 60801-0500 PAVED WATERWAY, TYPE 5

110 SQYD $____________ $____________

A3210 60815-0500 RECONDITION PAVED WATERWAY, TYPE 5

30 SQYD $____________ $____________

A3310 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

230 LNFT $____________ $____________

A3410 60910-0000 RESET CURB

300 LNFT $____________ $____________

A3510 61401-0000 LEAN CONCRETE BACKFILL

1 CUYD $____________ $____________

A3610 61921-1000 REMOVE AND RESET FENCE

25 LNFT $____________ $____________

A3710 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

3 EACH $____________ $____________

A3810 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

1 EACH $____________ $____________

A3910 62025-1000 REMOVE AND RESET STONE MASONRY

6 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

B - 4

A4010 62030-0000 REPOINT STONE MASONRY

180 LNFT $____________ $____________

A4110 62403-0000 FURNISHING AND PLACING TOPSOIL

75 CUYD $____________ $____________

A4210 62502-0000 TURF ESTABLISHMENT

640 SQYD $____________ $____________

A4310 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

200 SQYD $____________ $____________

A4410 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

25 SQYD $____________ $____________

A4510 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

85 SQFT $____________ $____________

A4610 63316-1000 REMOVE AND RESET SIGN

16 EACH $____________ $____________

A4710 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

280 LNFT $____________ $____________

A4810 63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID

25,800 LNFT $____________ $____________

A4910 63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN

280 LNFT $____________ $____________

A5010 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

50 EACH $____________ $____________

A5110 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

60 EACH $____________ $____________

A5210 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

180 LNFT $____________ $____________

A5310 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

835 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

B - 5

A5410 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,000 HOUR $____________ $____________

A5510 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,000 HOUR $____________ $____________

A5610 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

1 EACH $____________ $____________

A5710 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base Contract

B - 6

B0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0210 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0310 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0410 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 288

STATION 18+35)

ALL LPSM $___LPSM_____ $____________

B0510 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 288

STATION 12+00)

ALL LPSM $___LPSM_____ $____________

B0610 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 287

STATION 43+20)

ALL LPSM $___LPSM_____ $____________

B0710 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 287

STATION 28+50)

ALL LPSM $___LPSM_____ $____________

B0810 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 286

STATION 50+00)

ALL LPSM $___LPSM_____ $____________

B0910 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 286

STATION 43+00)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Government Option 1

B - 7

B1010 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 286

STATION 37+00)

ALL LPSM $___LPSM_____ $____________

B1110 15705-1700 SOIL EROSION CONTROL, FILTER BERM

2,360 LNFT $____________ $____________

B1210 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

25 EACH $____________ $____________

B1310 20202-0000 SELECTIVE CLEARING

10 SQYD $____________ $____________

B1410 20301-2400 REMOVAL OF SIGN

1 EACH $____________ $____________

B1510 20302-1400 REMOVAL OF GUARDRAIL, TIMBER

550 LNFT $____________ $____________

B1610 20303-1200 REMOVAL OF PAVED WATERWAY, ASPHALT

10 SQYD $____________ $____________

B1710 20402-0000 SUBEXCAVATION

605 CUYD $____________ $____________

B1810 20701-0800 EARTHWORK GEOTEXTILE, TYPE II-B

1,850 SQYD $____________ $____________

B1910 25102-2000 PLACED RIPRAP, CLASS 2

35 TON $____________ $____________

B2010 25102-3000 PLACED RIPRAP, CLASS 3

70 TON $____________ $____________

B2110 25102-4000 PLACED RIPRAP, CLASS 4

95 TON $____________ $____________

B2210 30302-1000 DITCH RECONDITIONING

275 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Government Option 1

B - 8

B2310 30430-0000 AGGREGATE STABILIZATION

47,900 SQYD $____________ $____________

B2410 30503-0000 AGGREGATE-TOPSOIL COURSE

1,940 CUYD $____________ $____________

B2510 40101-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL TYPE III-B PAVEMENT ROUGHNESS

3,850 TON $____________ $____________

B2710 40101-0500 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL

5,400 TON $____________ $____________

B2910 40102-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL, WEDGE AND LEVELING COURSE

1,500 TON $____________ $____________

B3110 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

45,400 SQYD $____________ $____________

B3210 42801-0250 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 4

1,360 SQYD $____________ $____________

B3310 42801-0300 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 5

615 SQYD $____________ $____________

B3410 55205-0000 REPAIR CONCRETE - RELINING BOTTOM

735 SQYD $____________ $____________

B3510 55206-0000 REPAIR CONCRETE - FILLING IN GAP

2 CUYD $____________ $____________

B3610 60201-0800 24-INCH PIPE CULVERT

45 LNFT $____________ $____________

B3710 60409-1000 INLET TOP, CONCRETE

5 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Government Option 1

B - 9

B3810 60702-1000 REMOVING, CLEANING, AND RELAYING CULVERT

20 LNFT $____________ $____________

B3910 60707-0600 LINING 30-INCH PIPE CULVERT

180 LNFT $____________ $____________

B4010 60708-0000 CONCRETE PIPE JOINT REPAIR

20 EACH $____________ $____________

B4110 60801-0500 PAVED WATERWAY, TYPE 5

15 SQYD $____________ $____________

B4210 60815-0500 RECONDITION PAVED WATERWAY, TYPE 5

2,865 SQYD $____________ $____________

B4310 61401-0000 LEAN CONCRETE BACKFILL

3 CUYD $____________ $____________

B4410 61701-3900 GUARDRAIL SYSTEM SBTA

550 LNFT $____________ $____________

B4510 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

4 EACH $____________ $____________

B4610 61921-1000 REMOVE AND RESET FENCE

45 LNFT $____________ $____________

B4710 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

B4810 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

B4910 62025-1000 REMOVE AND RESET STONE MASONRY

25 CUYD $____________ $____________

B5010 62030-0000 REPOINT STONE MASONRY

505 LNFT $____________ $____________

B5110 62403-0000 FURNISHING AND PLACING TOPSOIL

60 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Government Option 1

B - 10

B5210 62502-0000 TURF ESTABLISHMENT

520 SQYD $____________ $____________

B5310 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

200 SQYD $____________ $____________

B5410 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

65 SQYD $____________ $____________

B5510 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

110 SQFT $____________ $____________

B5610 63316-1000 REMOVE AND RESET SIGN

13 EACH $____________ $____________

B5710 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

150 LNFT $____________ $____________

B5810 63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID

36,000 LNFT $____________ $____________

B5910 63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN

3,700 LNFT $____________ $____________

B6010 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

50 EACH $____________ $____________

B6110 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

60 EACH $____________ $____________

B6210 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

180 LNFT $____________ $____________

B6310 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

730 SQFT $____________ $____________

B6410 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,400 HOUR $____________ $____________

B6510 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,200 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Government Option 1

B - 11

B6610 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Government Option 1

B - 12

C0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0210 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0310 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

C0410 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 285

STATION 51+50)

ALL LPSM $___LPSM_____ $____________

C0510 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (MP 285

STATION 0+50)

ALL LPSM $___LPSM_____ $____________

C0610 15705-1700 SOIL EROSION CONTROL, FILTER BERM

1,600 LNFT $____________ $____________

C0710 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

20 EACH $____________ $____________

C0810 20202-0000 SELECTIVE CLEARING

10 SQYD $____________ $____________

C0910 20302-0400 REMOVAL OF CURB, ASPHALT

160 LNFT $____________ $____________

C1010 20302-1400 REMOVAL OF GUARDRAIL, TIMBER

830 LNFT $____________ $____________

C1110 20303-1200 REMOVAL OF PAVED WATERWAY, ASPHALT

50 SQYD $____________ $____________

C1210 20402-0000 SUBEXCAVATION

150 CUYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Government Option 2

B - 13

C1310 20701-0800 EARTHWORK GEOTEXTILE, TYPE II-B

460 SQYD $____________ $____________

C1410 25102-3000 PLACED RIPRAP, CLASS 3

55 TON $____________ $____________

C1510 25102-4000 PLACED RIPRAP, CLASS 4

40 TON $____________ $____________

C1610 25110-4000 GROUTED RIPRAP, CLASS 4

4 CUYD $____________ $____________

C1710 25302-2000 GABIONS, POLYVINYL CHLORIDE COATED

20 CUYD $____________ $____________

C1810 30302-1000 DITCH RECONDITIONING

390 LNFT $____________ $____________

C1910 30430-0000 AGGREGATE STABILIZATION

43,700 SQYD $____________ $____________

C2010 30503-0000 AGGREGATE-TOPSOIL COURSE

1,750 CUYD $____________ $____________

C2110 40101-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL TYPE III-B PAVEMENT ROUGHNESS

3,500 TON $____________ $____________

C2410 40101-0500 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL

4,850 TON $____________ $____________

C2510 40102-0100 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

<0.3 MILLION ESAL, WEDGE AND LEVELING COURSE

1,000 TON $____________ $____________

C2710 41301-0200 ASPHALT PAVEMENT MILLING, 1-INCH DEPTH Mill Boone's Trace Overlook 1" so 3" overlay will match grade of mainline.

260 SQYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Government Option 2

B - 14

C2810 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

41,600 SQYD $____________ $____________

C2910 42801-0250 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 4

220 SQYD $____________ $____________

C3010 42801-0300 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 5

430 SQYD $____________ $____________

C3110 55205-0000 REPAIR CONCRETE - RELINING BOTTOM

195 SQYD $____________ $____________

C3210 55206-0000 REPAIR CONCRETE - FILLING IN GAP.

2 CUYD $____________ $____________

C3310 60201-0800 24-INCH PIPE CULVERT

25 LNFT $____________ $____________

C3410 60409-1000 INLET TOP, CONCRETE

10 EACH $____________ $____________

C3510 60602-0500 PIPE ANCHOR ASSEMBLY, 18-INCH

1 EACH $____________ $____________

C3610 60702-1000 REMOVING, CLEANING, AND RELAYING CULVERT

40 LNFT $____________ $____________

C3710 60708-0000 CONCRETE PIPE JOINT REPAIR

6 EACH $____________ $____________

C3810 60801-0500 PAVED WATERWAY, TYPE 5

110 SQYD $____________ $____________

C3910 60815-0500 RECONDITION PAVED WATERWAY, TYPE 5

2,495 SQYD $____________ $____________

C4010 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

160 LNFT $____________ $____________

C4110 61401-0000 LEAN CONCRETE BACKFILL

12 CUYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Government Option 2

B - 15

C4210 61701-3900 GUARDRAIL SYSTEM SBTA

830 LNFT $____________ $____________

C4310 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

6 EACH $____________ $____________

C4410 61921-1000 REMOVE AND RESET FENCE

90 LNFT $____________ $____________

C4510 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

5 EACH $____________ $____________

C4610 62025-1000 REMOVE AND RESET STONE MASONRY

13 CUYD $____________ $____________

C4710 62030-0000 REPOINT STONE MASONRY

225 LNFT $____________ $____________

C4810 62403-0000 FURNISHING AND PLACING TOPSOIL

20 CUYD $____________ $____________

C4910 62502-0000 TURF ESTABLISHMENT

150 SQYD $____________ $____________

C5010 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

200 SQYD $____________ $____________

C5110 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

20 SQYD $____________ $____________

C5210 62903-0000 CELLULAR CONFINEMENT SYSTEM

8 SQYD $____________ $____________

C5310 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

40 SQFT $____________ $____________

C5410 63316-1000 REMOVE AND RESET SIGN

6 EACH $____________ $____________

C5510 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

125 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Government Option 2

B - 16

C5610 63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID

35,700 LNFT $____________ $____________

C5710 63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN

1,660 LNFT $____________ $____________

C5810 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

50 EACH $____________ $____________

C5910 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

60 EACH $____________ $____________

C6010 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

180 LNFT $____________ $____________

C6110 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

730 SQFT $____________ $____________

C6210 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,200 HOUR $____________ $____________

C6310 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,100 HOUR $____________ $____________

C6410 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Government Option 2

B - 17

D0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

D0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

D0210 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

D0310 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

80 SQYD $____________ $____________

D0410 60910-0000 RESET CURB

300 LNFT $____________ $____________

D0510 61501-1100 SIDEWALK, ASPHALT

55 SQYD $____________ $____________

D0610 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

15 EACH $____________ $____________

D0710 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

180 LNFT $____________ $____________

D0810 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

150 SQFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Government Option 3

B - 18

E0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

E0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

E0210 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

E0310 60910-0000 RESET CURB

390 LNFT $____________ $____________

E0410 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

15 EACH $____________ $____________

E0510 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

180 LNFT $____________ $____________

E0610 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

150 SQFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:E Schedule Type:Government Option 4

B - 19

F0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

F0150 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

F0200 15404-1000 CORE SAMPLE

3 EACH $____________ $____________

F0250 15705-1700 SOIL EROSION CONTROL, FILTER BERM

500 LNFT $____________ $____________

F0300 15706-0400 SOIL EROSION CONTROL, SEDIMENT TRAP

1 EACH $____________ $____________

F0350 15706-2200 SOIL EROSION CONTROL, FILTER BAG

1 EACH $____________ $____________

F0400 20206-0000 SELECTIVE CLEARING AND GRUBBING

610 SQYD $____________ $____________

F0450 20305-2000 REMOVAL OF STONE…