IFB_Solicitation_-_FOOT_8E21_F9.pdf

SOLICITATION

IFB No. DTFH71- 17-B-00015

This Contract Cites

STANDARD SPECIFICATIONS (FP-03)

U.S. Customary Units

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOOT 8E21,F9

GREAT SMOKY MOUNTAINS NATIONAL PARK

FOOTHILLS PARKWAY

FINAL CONSTRUCTION AND SURFACING OF SECTIONS E & F

Contract No.

PMIS# 157519

ADDRESS:

CONTRACTOR:

STATE Tennessee

COUNTIES Sevier and Blount

PARK Great Smoky Mountains National Park

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

Feet Route Miles

Lane Miles

Foothills Parkway (Schedules A, B, C)

564+00 To 1346+25 78,225 14.82 29.63

Wears Valley Ramp "A" (Schedules B, C)

8+21 To 18.62 1,041 0.20 0.39

Wears Valley Ramp "B" (Schedules B, C)

10+00 To 16+28 628 0.12 0.24

Walland Access Road "A" and Ramps (Schedule C)

0+00 To 8+17 1,118 0.21 0.37

Walland Access Road "B" and Ramps (Schedule C)

0+00 To 6.93 952 0.18 0.31

Overlooks (Schedules A, B, C)

93,734 8,521 1.61 1.61

To 0.00 0.00

Project Length Totals 17.14 32.55

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

TYPE OF IMPROVEMENT

Completion of Sections 8E and 8F of the Foothills Parkway from the Wears Valley Interchange to the Walland Interchange. Improvements include full-depth pavement reclamation with cement stabilization of the existing aggregate surface, Superpave asphalt concrete pavement overlay, bridge joint and concrete repairs, bridge deck overlays, installation of stone masonry guardwall and steel-backed timber guardrail, drainage improvements, permanent signing, pavement markings, turf establishment, and other miscellaneous work.

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 2

Checklist for Bid Submission 1 through 2

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

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-11

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

FEDERAL ACQUISITION REGULATION & TRANSPORTATION ACQUISITION

REGULATION SOLICITATION PROVISIONS & CONTRACT CLAUSES

Index to Federal and Transportation Acquisition Regulations 1 through 7

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

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-8

Minimum Wage Schedule F-6 through F-11

*General Contract Requirements G-1 through G-5

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-182

Section K K-1 through K-3

Permits Obtained for this Project 1 through 6

SPECIFICATIONS On CD

Plans Sheets A thru S & U thru X 1 through 391 Plans Sheets T 1 through 502 As Built Plans see CD/fbo.gov Appendices see CD/fbo.gov Reports (includes Bridge Inspection, NEPA, Pavement and SWPP) see CD/fbo.gov

* Subcontracting Plan 1 through 5

* Bidder’s Qualifications Form 1 through 7

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

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

NOTICE TO BIDDERS

CONTRACT FORMAT:

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

FAR provisions and clauses incorporated by reference can be accessed on the Internet on the GSA website at www.arnet.gov/far/. Bidders are encouraged to review the documents thoroughly before bidding.

PROPOSAL BOOKLET AND OFFER SUBMITTAL:

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

Offerors should use the Checklist for Bid Submission included in this booklet to check that their bids are complete.

CONSTRUCTION CONTRACTS:

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

NOTICE TO BIDDERS

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

PAYMENT:

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

PROGRESS PAYMENTS:

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

WELFARE-TO-WORK INITIATIVE:

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

INCREASING SEAT BELT USE IN THE UNITED STATES:

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

OBTAINING BID DOCUMENTS:

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

eflhd.contracts@dot.gov.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MONITORING THE WEB PAGES

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

CHANGES.

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

CHECKLIST FOR BID SUBMISSION

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

1. Bid Envelope:

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

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

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

2. Standard Form 1442: Solicitation, Offer and Award

a. Block 14: Name and Address of Bidder.

b. Block 15: Telephone Number of Bidder.

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

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

e. Block 20: Bid is signed and dated.

3. Bid Schedule - (Pages B-1 through B-11)

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)

• 50% - 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. VETS – 4212 Reporting: The Contractor has completed the annual Internet-Based reporting requirement online at http://www.dol.gov/vets/vets4212.htm.

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

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

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

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

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

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

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

9.

INFORMATION

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

EFL16PP142

Federal Highway Administration

Eastern Federal Lands Highway Div.

Acquisitions Office 21400 Ridgetop Circle

EFLHD-AC

Sterling VA 20166-6511

SEE BLOCK 7

Anthony Abate EFLHD.Contracts@dot.gov

SEE BLOCK 10

x

02/10/2017

DTFH7117B00015

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

This Invitation for Bids is for the Great Smoky Mountains National Park, Project

FOOT 8E21,F9, located in Sevier and Blount Counties, Tennessee in strict accordance with the Solicitation/Contract instructions, notices, clauses, provisions, items listed below, and for the quantities of work actually performed at the unit prices as bid in the Bid Schedule, including all applicable Federal, State, and local taxes.

FP - Standard Specification for Construction of Roads & Bridges on Federal Highway

Projects.

Bid Schedule, Section B - pages B-1 through B-11.

Special Contract Requirements, Section J - pages J-1 through J-182.

Plans, Sheets A thru S & U thru X - pages 1 through 391.

Plans, Sheets T - pages 1 through 502.

As Built Plans (4), see CD/fbo.gov

Appendices (2), see CD/fbo.gov

Bridge Inspection Reports (9), see CD/fbo.gov

Report NEPA - pages 1 through 19.

Report Pavement - pages 1 through 91.

Report SWPPP (draft) - pages 1 through 173.

Permit - pages 1 through 6.

Continued ...

11. The Contractor shall begin performance

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

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

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

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

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

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

Continuation Sheet, Block 11

03/15/2017

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

December 20, 2018

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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, 2009 Edition, published by the Federal Highway Administration. http://mutcd.fhwa.dot.gov.

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

3. As Built Plans (4), see CD/fbo.gov

4. Appendices (2), see CD/fbo.gov

5. Bridge Inspection Reports (9), see CD/fbo.gov

6. Report NEPA

7. Report Pavement

8. Report SWPPP (draft)

9. Permit

Block 9:

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

∗Block 11:

All work for Schedules A, B, and C must be completed by no later than December 20, 2018.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately

• If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 425 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

• If the Government awards the contract as Schedule A, and exercises Schedules B and C no later than August 15, 2017, the completion date of December 20, 2018 for all contract work (Schedules A, B, and C) shall remain unchanged.

• If Schedule B (Government Option 1) is exercised after August 15, 2017, the performance period to complete all Schedule B work will be 265 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

• If Schedule C (Government Option 2) is exercised after August 15, 2017, the performance period to complete all Schedule C work will be 210 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

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.). Bidders are to assume that the award of the contract and approval of the Contractor’s Performance and Payment Bonds (see Block 12a of the SF- 1442 and FAR Clause 52.228-15) may result in the start of construction activities to be no earlier than May 2017. See Subsection 108.01 of the SCR’s for additional details.

See other applicable information in the COMPLETION OF WORK section of the “B Pages - Bid Schedule Instructions.” Work restrictions can be found in SCR Sections 108 and 156.

Block 12A:

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

Block 13:

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

Block 17:

Amounts should be completed as follows:

Schedule A - $ Schedule B (Option 1) - $ Schedule C (Option 2) - $

Other:

The estimated price is expected to be greater than $10,000,000.

Responsibility of bidders shall be evaluated in accordance with the information provided on the Bidder's Qualification Form, which can be downloaded from FHWA web site. FP-03 versions can be downloaded at the FHWA web site. FHWA web site is http://flh.fhwa.dot.gov/resources/specs/ then click on “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects”.

Subcontracting Goals

Required from all other than Small business when the requirement is expected to exceed $700,000 ($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)

• 50% - 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: FOOT 8E21,F9

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 for each specific individual

Schedule of Work by adding the amounts of the listed items, and show in the block provided for that individual Schedule of Work. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

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

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

Fill in the Bid Total(s) as directed on the Bid Summary page. Fill in the Evaluation Total

Price of Project in the space provided on the Bid Summary page.

The amount in Block 17 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

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-4

Schedule B (Government Option 1) - Pages B-5 thru B-7

Schedule C (Government Option 2) - Pages B-8 thru B-10

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B and C (Government Options 1 and 2); see FAR Clauses 52.217-4 and

52.217-5.

Full funding of the Government’s Engineer’s Estimate has been programmed in Fiscal

Year 2017. 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 programmed funds and upon receipt of any additional funds required to award the contract. If complete funding is in place at the time of award of Schedule A (Base

Contract), the Government may award Schedules B and C (Government Options 1 and 2) at that time. If additional funding is required for the award of Schedules B and C

(Government Options 1 and 2) and is received after award of Schedule A (Base Contract), the Government has the right to exercise Schedules B and C (Government Options 1 and 2) at the unit prices bid according to the following schedule:

Schedule B (Government Option 1): No later than June 30, 2018.

Schedule C (Government Option 2): No later than June 30, 2018.

COMPLETION OF WORK

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

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be as stated in Subsection 108.01 of the Special Contract

Requirements (J Pages), which specifies all work must be completed by no later than

December 20, 2018.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 425 calendar days and will start on the effective date of

Schedule A’s Notice to Proceed.

If the Government awards the contract as Schedule A, and exercises Schedules B and C no later than August 15, 2017, the completion date of December 20, 2018 for all contract work

(Schedules A, B, and C) shall remain unchanged.

If Schedule B (Government Option 1) is exercised after August 15, 2017, the performance period to complete all Schedule B work will be 265 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after August 15, 2017, the performance period to complete all Schedule C work will be 210 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

In developing a construction schedule to determine the number of calendar days, the

Government considered and included the work limitations shown in Sections 108 and 156 of the

FP and Special Contract Requirements (SCR’s). Specific work limitations may be (but are not limited to): National legal holidays, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. The Government also considered those work items that are weather sensitive and when those work items will be performed. Specific work items are

(but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry, etc); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc). The Government also considered time required for preparing material and drawing submittals, and the allowable

Government review times for those submittals (Subsection 104.03 of the FP and SCR’s).

Bidders are to assume that the award of the contract and approval of the Contractor’s

Performance and Payment Bonds (see Block 12a of the SF-1442 and FAR Clause 52.228-

15) may result in the start of construction activities to be no earlier than May 2017. See

Subsection 108.01 of the SCR’s for additional details.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidder with the lowest Evaluation

Total Price of Project, which is defined as:

Schedule A (Base Contract) Bid Total +

Schedule B (Government Option 1) Bid Total +

Schedule C (Government Option 2) Bid Total.

B I D S C H E D U L E Schedule A Base Contract

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15401-0000

Line A0060 ALL LPSM $

15501-0000

Line A0080 ALL LPSM $

15705-0100

Line A0100 17,100 LNFT $ $

15705-1700

Line A0120 12,800 LNFT $ $

15706-1000

Line A0140 13 EACH $ $

15706-1600

Line A0160 1 EACH $ $

15720-0000

Line A0180 ALL LPSM $

20201-0000

Line A0200 0.7 ACRE $ $

20220-1000

Line A0220 5 EACH $ $

20301-1200

Line A0240 1 EACH $ $

20301-1400

Line A0260 1 EACH $ $

20302-0400

Line A0280 3,000 LNFT $ $

20302-0600

Line A0300 1,800 LNFT $ $

20302-0900

Line A0320 600 LNFT $ $

20302-1600

Line A0340 11,600 LNFT $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FILTER BERM

REMOVAL OF INLET

REMOVAL OF CURB, ASPHALT

REMOVAL OF CURB, STONE (SALVAGE FOR SECTION 8F OVERLOOKS)

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

STORM WATER POLLUTION PREVENTION PLAN

SELECTIVE CLEARING

REMOVAL, INDIVIDUAL TREE

REMOVAL OF HEADWALL

REMOVAL OF FENCE, CHAIN LINK (CARR CREEK ROAD)

REMOVAL OF PAVED WATERWAY

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

20302-2100

Line A0360 70 LNFT $ $

20303-3000

Line A0380 600 SQYD $ $

20401-0000

Line A0400 8,300 CUYD $ $

20402-0000

Line A0420 11,000 CUYD $ $

20425-1000

Line A0440 700 LNFT $ $

25101-3000

Line A0460 150 CUYD $ $

30101-4000

Line A0480 35,000 TON $ $

30302-1000

Line A0500 42,000 LNFT $ $

30303-3000

Line A0520 7,800 SQYD $ $

30405-1000

Line A0540 170,000 SQYD $ $

30501-0000

Line A0560 4,600 TON $ $

40101-1400

Line A0580 37,700 TON $ $

60201-0600

Line A0600 10 LNFT $ $

60201-0800

Line A0620 100 LNFT $ $

60210-0600

Line A0640 3 EACH $ $

60403-1700

Line A0660 3 EACH $ $

24-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

INLET, TYPE 6A (TYPE 6A-6)

REMOVAL OF SIDEWALK, ASPHALT

ROADWAY EXCAVATION

SUBEXCAVATION

DITCH RECONDITIONING

ROADWAY RECONDITIONING

CEMENT AGGREGATE STABILIZATION, IN-PLACE AGGREGATE, 6-INCH DEPTH

AGGREGATE-TOPSOIL COURSE

SUPERPAVE PAVEMENT, 1-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION

ESAL (PG 64-22)

18-INCH PIPE CULVERT

DITCH, EXCAVATION

PLACED RIPRAP, CLASS 3

AGGREGATE BASE GRADING C OR D

REMOVAL OF PIPE CULVERT

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

60406-0000

Line A0680 6 EACH $ $

60409-0700

Line A0700 4 EACH $ $

60409-0800

Line A0720 2 EACH $ $

60703-0000

Line A0740 230 LNFT $ $

60705-0000

Line A0760 8 EACH $ $

60706-0000

Line A0780 83 EACH $ $

60802-0500

Line A0800 12,300 LNFT $ $

60901-2300

Line A0820 3,500 LNFT $ $

60901-4000

Line A0840 850 LNFT $ $

60910-0000

Line A0860 2,200 LNFT $ $

61501-0200

Line A0880 580 SQYD $ $

61504-1000

Line A0900 90 SQYD $ $

61701-2000

Line A0920 450 LNFT $ $

61701-4000

Line A0940 5,775 LNFT $ $

61702-0100

Line A0960 10 EACH $ $

61702-0510

Line A0980 27 EACH $ $

CLEANING CULVERTS IN PLACE

RECONDITIONING DRAINAGE STRUCTURE

CLEANING DRAINAGE STRUCTURE

PAVED WATERWAY, TYPE 5

CURB, ASPHALT, 6-INCH DEPTH

CURB, STONE, TYPE 1, 16-INCH DEPTH (STONE CURB FOR SECTION 8E OVERLOOKS)

INLET ADJUSTMENT

INLET TOP, METAL FRAME AND GRATE TYPE 6A (TYPE 6A-6)

INLET TOP, METAL FRAME AND GRATE TYPE 6B

TERMINAL SECTION, TYPE SBT-FAT

RESET CURB (STONE CURB SALVAGED FROM SECTION 8F OVERLOOKS FOR USE IN SECTION

8F OVERLOOKS)

SIDEWALK, COLORED CONCRETE (WIRE REINFORCED, 4-INCH DEPTH)

ACCESSIBILITY RAMP, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B WOOD POSTS (CARR CREEK ROAD)

GUARDRAIL SYSTEM SBTB

TERMINAL SECTION, TYPE SBT-BAT

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

61702-0800

Line A1000 1 EACH $ $

61703-2000

Line A1020 1 EACH $ $

61707-2000

Line A1040 30 LNFT $ $

61902-1300

Line A1060 2 EACH $ $

61902-2000

Line A1080 1 EACH $ $

62011-0500

Line A1100 4 EACH $ $

62030-0000

Line A1120 350 LNFT $ $

63501-0000

Line A1140 ALL LPSM $

63701-0000

Line A1160 1 EACH $ $

TERMINAL SECTION TYPE TANGENT (CARR CREEK ROAD)

TERMINAL END, TYPE ROUND END SECTION (CARR CREEK ROAD)

STRUCTURE TRANSITION RAILING, SBT SYSTEM

GATE, METAL, 14 FEET WIDTH

GATE, METAL, 28 FEET WIDTH

STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

REPOINT STONE MASONRY

TEMPORARY TRAFFIC CONTROL

FIELD OFFICE

Schedule B Government Option 1

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

15101-0000

Line B0020 ALL LPSM $

15201-0000

Line B0040 ALL LPSM $

15401-0000

Line B0060 ALL LPSM $

15501-0000

Line B0080 ALL LPSM $

15705-0100

Line B0100 7,300 LNFT $ $

15705-1700

Line B0120 6,300 LNFT $ $

15706-1000

Line B0140 25 EACH $ $

15706-1600

Line B0160 2 EACH $ $

15720-0000

Line B0180 ALL LPSM $

20201-0000

Line B0200 0.3 ACRE $ $

20220-1000

Line B0220 4 EACH $ $

20302-0400

Line B0240 4,200 LNFT $ $

20302-1500

Line B0260 30 LNFT $ $

20302-1600

Line B0280 4,600 LNFT $ $

20401-0000

Line B0300 2,400 CUYD $ $

20402-0000

Line B0320 270 CUYD $ $

25101-3000

Line B0340 120 CUYD $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FILTER BERM

REMOVAL OF MASONRY GUARDWALL

REMOVAL OF PAVED WATERWAY

ROADWAY EXCAVATION

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

STORM WATER POLLUTION PREVENTION PLAN

SELECTIVE CLEARING

REMOVAL, INDIVIDUAL TREE

REMOVAL OF CURB, ASPHALT

SUBEXCAVATION

PLACED RIPRAP, CLASS 3

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

30101-4000

Line B0360 8,400 TON $ $

30302-1000

Line B0380 24,000 LNFT $ $

30303-3000

Line B0400 2,800 SQYD $ $

30405-1000

Line B0420 96,000 SQYD $ $

30501-0000

Line B0440 2,500 TON $ $

40101-1400

Line B0460 21,200 TON $ $

60201-0800

Line B0480 85 LNFT $ $

60201-0900

Line B0500 10 LNFT $ $

60210-0800

Line B0520 5 EACH $ $

60210-0900

Line B0540 3 EACH $ $

60403-0900

Line B0560 1 EACH $ $

60403-1700

Line B0580 4 EACH $ $

60406-0000

Line B0600 2 EACH $ $

60409-0800

Line B0620 2 EACH $ $

60501-0000

Line B0640 200 LNFT $ $

60703-0000

Line B0660 820 LNFT $ $

INLET TOP, METAL FRAME AND GRATE TYPE 6B

STANDARD UNDERDRAIN SYSTEM (4-INCH LATERAL PAVEMENT DRAINS FROM STA 593+30

TO 594+30)

CLEANING CULVERTS IN PLACE

DITCH RECONDITIONING

ROADWAY RECONDITIONING

CEMENT AGGREGATE STABILIZATION, IN-PLACE AGGREGATE, 6-INCH DEPTH

30-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

INLET, TYPE 4B

INLET, TYPE 6A (TYPE 6A-6)

INLET ADJUSTMENT

AGGREGATE-TOPSOIL COURSE

SUPERPAVE PAVEMENT, 1-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION

ESAL (PG 64-22)

24-INCH PIPE CULVERT

AGGREGATE BASE GRADING C OR D

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

60705-0000

Line B0680 10 EACH $ $

60706-0000

Line B0700 35 EACH $ $

60802-0500

Line B0720 5,100 LNFT $ $

60901-2300

Line B0740 3,900 LNFT $ $

60901-4000

Line B0760 1,200 LNFT $ $

61501-0200

Line B0780 115 SQYD $ $

61501-0200

Line B0800 105 SQYD $ $

61504-1000

Line B0820 20 SQYD $ $

61701-4000

Line B0840 4,250 LNFT $ $

61702-0100

Line B0860 6 EACH $ $

61702-0510

Line B0880 21 EACH $ $

61707-2000

Line B0900 30 LNFT $ $

62010-4000

Line B0920 180 LNFT $ $

62011-0500

Line B0940 5 EACH $ $

62030-0000

Line B0960 150 LNFT $ $

63501-0000

Line B0980 ALL LPSM $

63701-0000

Line B1000 1 EACH $ $

CURB, ASPHALT, 6-INCH DEPTH

CURB, STONE, TYPE 1, 16-INCH DEPTH (STONE CURB FOR SECTION 8E OVERLOOKS)

SIDEWALK, COLORED CONCRETE (WIRE REINFORCED, 4-INCH DEPTH)

SIDEWALK, COLORED CONCRETE (WIRE REINFORCED, 6-INCH DEPTH)

ACCESSIBILITY RAMP, CONCRETE

GUARDRAIL SYSTEM SBTB

RECONDITIONING DRAINAGE STRUCTURE

CLEANING DRAINAGE STRUCTURE

PAVED WATERWAY, TYPE 5

TEMPORARY TRAFFIC CONTROL

FIELD OFFICE

TERMINAL SECTION, TYPE SBT-BAT

TERMINAL SECTION, TYPE SBT-FAT

STRUCTURE TRANSITION RAILING, SBT SYSTEM

STONE MASONRY GUARDWALL TYPE 2

STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

REPOINT STONE MASONRY

Schedule C Government Option 2

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

15101-0000

Line C0020 ALL LPSM $

15201-0000

Line C0040 ALL LPSM $

15401-0000

Line C0060 ALL LPSM $

15501-0000

Line C0080 ALL LPSM $

20301-2400

Line C0100 50 EACH $ $

20302-0150

Line C0120 10 LNFT $ $

20303-0100

Line C0140 75 SQYD $ $

20305-1000

Line C0160 2 CUYD $ $

25101-0000

Line C0180 10 CUYD $ $

40101-0200

Line C0200 22,600 TON $ $

41201-0000

Line C0220 115 TON $ $

41301-0400

Line C0240 7,800 SQYD $ $

41301-0600

Line C0260 1,000 SQYD $ $

55201-0200

Line C0280 5 CUYD $ $

55205-0000

Line C0300 2 SQYD $ $

55207-0000

Line C0320 ALL LPSM $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

REMOVAL OF SIGN

REMOVAL OF BRIDGE RAILING

ASPHALT PAVEMENT MILLING, 2-INCH DEPTH (MICRO MILLING)

STRUCTURAL CONCRETE, CLASS A (AE) (ELASTOMERIC CONCRETE)

REPAIR CONCRETE (AT PIER 2)

REMOVAL OF APPROACH SLAB

REMOVAL OF CONCRETE (FOR NEW APPROACH SLABS)

PLACED RIPRAP (REMOVE AND RESET EXISTING RIPRAP)

SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL (TYPE III OR IV ROUGHNESS, PG 64-22)

TACK COAT

ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

REPAIR CONCRETE (AT PIER 5)

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

55210-0000

Line C0340 2,640 SQYD $ $

55211-0000

Line C0360 345 LNFT $ $

55503-0000

Line C0380 70 LNFT $ $

55601-0100

Line C0400 10 LNFT $ $

57802-2000

Line C0420 190 SQYD $ $

57902-0000

Line C0440 1,400 SQYD $ $

61401-0000

Line C0460 20 CUYD $ $

61904-0000

Line C0480 2 EACH $ $

62003-0000

Line C0500 ALL LPSM $

62027-0000

Line C0520 14 LNFT $ $

62030-0000

Line C0540 1,120 LNFT $ $

62036-0000

Line C0560 190 LNFT $ $

62101-0000

Line C0580 31 EACH $ $

62401-0300

Line C0600 16,000 SQYD $ $

62501-0000

Line C0620 40.0 ACRE $ $

63301-0000

Line C0640 5 EACH $ $

63301-0000

Line C0660 1 EACH $ $

TURF ESTABLISHMENT

SIGN SYSTEM (REFURBISH EXISTING FHP STONE SIGN BASE AND SUPPORTS)

SIGN SYSTEM (NEW FHP STONE SIGN BASE AND SUPPORTS)

BRIDGE EXPANSION JOINTS (STRIP SEAL)

BRIDGE RAILING, ALUMINUM

HIGH PERFORMANCE CONCRETE, FOR APPROACH SLABS, TYPE 2

STONE MASONRY (SAWCUTTING MASONRY WALL, MULTIPLE LOCATIONS)

REMOVE AND RESET STONE MASONRY (BRIDGE PARAPET)

REPOINT STONE MASONRY

JOINT SEALANT

MONUMENT (CONCRETE MILEPOST)

FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

HIGH PERFORMANCE CONCRETE OVERLAY

LEAN CONCRETE BACKFILL

BOLLARD POST (CAMERA POST)

SEAL CONCRETE SURFACE (SILANE SEALANT)

CLEAN AND RESEAL JOINTS (BACKER ROD AND SILICONE SEALANT)

Project No: FOOT 8E21,F9

Name: Final Construction and Surfacing of Foothills Parkway Sections E & F

Item No. Quantity Unit Unit Price Amount

63302-0000

Line C0680 440 SQFT $ $

63304-0900

Line C0700 1,240 SQFT $ $

63401-1500

Line C0720 320,200 LNFT $ $

63401-1600

Line C0740 8,800 LNFT $ $

63405-3250

Line C0760 9 EACH $ $

63501-0000

Line C0780 ALL LPSM $

63602-6000

Line C0800 2 EACH $ $

63602-6020

Line C0820 4 EACH $ $

63610-2300

Line C0840 2,000 LNFT $ $

63621-1000

Line C0860 16 EACH $ $

63701-0000

Line C0880 1 EACH $ $

PAVEMENT MARKINGS, TYPE H, BROKEN

PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

CONDUIT, 3-INCH, RIGID GALVANIZED STEEL

SIGN SYSTEM (FHP ENTRANCE SIGN PANEL)

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

PAVEMENT MARKINGS, TYPE H, SOLID

UTILITY BOX, PULLBOX

FIELD OFFICE

B - 11

BID SUMMARY

Project FOOT 8E21,F9

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

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

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

Total Price of Project (for evaluation purposes only)

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

Maximum Time Allowed for the Contract if Schedules A, B, and C are Awarded at the Same Time

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be as stated in Subsection 108.01 of the Special Contract Requirements (J Pages), which specifies all work must be completed by no later than December 20, 2018.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately

If the Government awards the contract as Schedule A only, the performance period to complete all

Schedule A work will be 425 calendar days and will start on the effective date of Schedule A’s Notice to

Proceed.

If the Government awards the contract as Schedule A, and exercises Schedules B and C no later than

August 15, 2017, the completion date of December 20, 2018 for all contract work (Schedules A, B, and C) shall remain unchanged.

If Schedule B (Government Option 1) is exercised after August 15, 2017, the performance period to complete all Schedule B work will be 265 calendar days and will start on the effective date of Schedule B’s

Notice to Proceed.

If Schedule C (Government Option 2) is exercised after August 15, 2017, the performance period to complete all Schedule C work will be 210 calendar days and will start on the effective date of Schedule C’s

Notice to Proceed.

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

Yes No

BID BOND

(See instructions on reverse)

OMB Control Number: 9000-0045 Expiration Date: 7/31/2019

PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION ("X" one)

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PERCENT

OF BID

PRICE

PENAL SUM OF BOND

AMOUNT NOT TO EXCEED

MILLION(S) THOUSAND(S) HUNDRED(S) CENTS

BID IDENTIFICATION

BID DATE INVITATION NUMBER

PRINCIPAL

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1. 2.

2.

3.

3.

(Seal) (Seal) (Seal) Corporate Seal

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

NAME(S)

(Typed)

1.

1.

2.

2.

(Seal) (Seal)

CORPORATE SURETY(IES)

SU

R

ET

Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

Prescribed by GSA - FAR (48 CFR) 53.228(a)

FOR (Construction, Supplies or Services)

OBLIGATION:

We, the Principal and Surety(ies) are firmly bound to the United States of America (hereinafter called the Government) in the above penal sum. For payment of the penal sum, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. However, where the Sureties are corporations acting as co-sureties, we, the Sureties, bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us. For all other purposes, each Surety binds itself, jointly and severally with the Principal, for the payment of the sum shown opposite the name of the Surety. If no limit of liability is indicated, the limit of liability is the full amount of the penal sum.

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

The above obligation is void if the Principal - (a) upon acceptance by the Government of the bid identified above, within the period specified therein for acceptance (sixty (60) days if no period is specified), executes the further contractual documents and gives the bond(s) required by the terms of the bid as accepted within the time specified (ten (10) days if no period is specified) after receipt of the forms by the principal; or (b) in the event of failure to execute such further contractual documents and give such bonds, pays the Government for any cost of procuring the work which exceeds the amount of the bid.

Each Surety executing this instrument agrees that its obligation is not impaired by any extension(s) of the time for acceptance of the bid that the Principal may grant to the Government.

Notice to the surety(ies) of extension(s) is waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the period originally allowed for acceptance of the bid.

WITNESS:

The Principal and Surety(ies) executed this bid bond and affixed their seals on the above date.

DATE BOND EXECUTED (Must not be later than bid opening date)

Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 25 minutes to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F Street, NW, Washington, DC 20405.

JOINT VENTURE

OTHER (Specify)

PARTNERSHIPINDIVIDUAL

CORPORATION

C-1

INSTRUCTIONS

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

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond. Any person signing in a representative capacity (e.g., an attorney-in-fact) must furnish evidence of authority if that representative is not a member of the firm, partnership, or joint venture, or an officer of the corporation involved.

3. The bond may express penal sum as a percentage of the bid price. In these cases, the bond may state a maximum dollar limitation (e.g., 20% of the bid price but the amount not to exceed dollars).

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitations listed therein. The value put into the LIABILITY LIMIT block is the penal sum (i.e., the face value) of the bond, unless a co-surety arrangement is proposed.

(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY(IES)." In the space designated "SURETY(IES)" on the face of the form, insert only the letter identifier corresponding to each of the sureties.