IFB -MO ERFO NPS OZAR 2017-1(1) and MO ERFO NPS OZAR 2017-1(3) .pdf

Contract No.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

MO ERFO NPS OZAR 2017-1(1) &

MO ERFO NPS OZAR 2017-1(3)

Ozark National Scenic Riverways

NATIONAL PARK SERVICE

RECONSTRUCTION AND REHABILTATION OF DAMGED AREAS DUE TO

EXTENSIVE FLOODING IN APRIL 2017

CONTRACTOR:

ADDRESS:

PMIS# 250992 & 310826; NPS No. 614/80108

SOLICITATION

IFB No. 693C73- 21 - B-000002

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

U.S. Customary Units

STATE Missouri

COUNTIES Shannon, Carter, & Dent Counties

PARK Ozark National Scenic Riverways

TYPE OF IMPROVEMENT

Reconstruction and rehabilitation of damaged areas due to extensive flooding in April 2017

Project Length Totals

0.29 0.59

For Parking Areas, Lane Miles is calculated as SQFT/1 lft (nominal) lane

Parking Roadway / Parking Area / Other Stations / SQFT Linear Route Lane

Sthedule Area Feet Miles Miles

C 00 Baptist Access Parking (Route 0940) 37 O.Ql 0.02

F □ Peavine Road (Route 0010) 100+11 To 101+98 187 0.04 0.08

F □ Peavine Road (Route 0010) 101+23 To 101+96 73 0.01 0.01

F □ Peavine Road (Route 0010) 200+41 To 20o+67 26 0.00 0.01

F □ Peavine Road (Route 0010) 102+45 To 106+70 425 0.08 0.16

G □ Pulltite Campground Road (Route 100+65 To 10o+76 11 0.00 0.01

0148ZZ)

G □ Pulltite Campground Road (Route 203+68 To 207+94 426 0.08 0.16

0148ZZ)

H □ Powder Mill (Route 0129) 100+51 To 104+21 370 O.D7 0.14

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 4

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-16

*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 (SAMs online) D-1 through D-3

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-4

Minimum Wage Schedule F-5 through F-43

*General Contract Requirements G-1 through G-9

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-35

Section K K-1 through K-3

Permits Obtained for this Project Pending

SPECIFICATIONS On CD

Plans 1 through 122 Bridge Insp Report_ Structure 6640-003T 1 through 18

Geotech Report 1 through 37 Hydraulics Report_Alley Spring 1 through 5 Hydraulics Report_Jacks Fork 1 through 7 NEPA CE (Categorical Exclusion) 1 through 8

Consultation Correspondence (18) See beta.SAM.gov

* 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-pages in this booklet.

FAR provisions and clauses incorporated by reference can be accessed on the Internet website at https://www.acquisition.gov/. Bidders are encouraged to review the documents thoroughly before submitting a bid.

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 bid.

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

CONSTRUCTION CONTRACTS:

Additional guidance is given in FAR Subpart 35.005 where the majority of the project work is complex and specialized such as restoration work, bridge painting, and proprietary construction techniques (i.e. proprietary Cintec arch strengthening.) There are exceptions and they will be reviewed on a case-by-case basis.

HAZARDOUS MATERIALS IDENTIFICATION AND MATERIAL SAFETY DATA:

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

INTERNET BASED DATA BASES - REQUIRED INPUT:

According to FAR Subpart 4.1102 contractors are required to be registered in the System for Award Management (SAM) at the time a bid is submitted. Access the following web site to register: https://www.sam.gov/.

According to FAR Subpart 4.1201 contractors are required to complete electronic annual representations and certifications in SAM accessed via https://www.sam.gov/ as a part of required registration.

According to FAR Subpart 22.1302 (b) federal contractors and sub-contractors MUST complete the required annual Vets-4212 Form in order to be eligible for a contract award. It can be completed on-line at http://www.dol.gov/vets/vets4212.htm. The annual filing period for Form VETS-4212 is August 1 through September 30. Reports filed before August 1 will be treated as part of the previous year's filing cycle. Federal contractors and subcontractors who are required to file a form VETS-4212 can submit their forms electronically by using either the VETS-4212 Reporting Application or batch filing process, or by using the paper form by email or U.S. mail. It is recommended that you file your form electronically at https://vets4212.dol.gov/vets4212. Please visit http://www.dol.gov/vets/vets4212.htm for more information on the reporting process.

PAYMENT:

Bidders 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.

https://www.sam.gov/ https://www.sam.gov/ http://www.dol.gov/vets/vets4212.htm https://vets4212.dol.gov/vets4212 http://www.dol.gov/vets/vets4212.htm

NOTICE TO BIDDERS

PROGRESS PAYMENTS:

ALL payments will be made via Electronic Funds Transfer (EFT) as such; the payment information in SAM 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 SAM database. Bidders 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:

Invitation For Bid (IFB) documents will not be mailed. All solicitation documents are available for direct download from the Contract Opportunities website: https://beta.sam.gov/. Contractors are encouraged to register on the website (for this specific project) in order to receive automatic notifications 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

THOSE 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 a scheduled bid opening. All visitors must sign in at the main entrance of the Quantum Park facility and wait to be escorted by a Government employee to Eastern Federal Lands Highway Division (EFLHD) in Suite 200. Visitors must then register with the EFLHD Receptionist. A Government employee will collect all bids. Prior to the 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.

https://beta.sam.gov/ 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 the lower left corner, indicate the following: Solicitation No., Project Name & Number, and mail to Suite 300. If bids are hand-delivered, bring them to the main entrance of Quantum Park, and ask for the Federal Highway Administration (EFLHD) Receptionist to be contacted and an EFLHD representative will come to collect the bid.

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-16)

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

b. Corrections initialed.

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

a. Date executed

b. Legal name and address of bidder.

c. Type of organization.

d. State of incorporation (if applicable).

e. Name and business address of Treasury approved surety.

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

g. Bid identification.

h. Signature of Bidder

i. Seal, if corporation

j. Signature of Surety

k. Seal, if corporation

BIDS RECEIVED WITHOUT A VALID BID BOND WILL BE REJECTED.

5. Power of Attorney.

a. Dated on or before execution date of bond

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

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

CHECKLIST FOR BID SUBMISSION

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

Form completed, signed and submitted with bid

7. System for Award Management (SAM): The contractor is currently registered in the System For Award Management (SAM) database at https://www.sam.gov/ at the time the bid is submitted. If the contractor elects to not have its active SAM registration viewable by the public, then the contractor must submit a copy with the bid.

8. Online Representations and Certifications Application: The contractor's Representations and Certifications have been input online via the electronic database at https://www.sam.gov/.

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

The annual filing period for Form VETS-4212 is August 1 through September 30. Reports filed before August 1 will be treated as part of the previous year's filing cycle. Federal contractors and subcontractors who are required to file a form VETS-4212 can submit their forms electronically by using either the VETS- 4212 Reporting Application or batch filing process, or by using the paper form by email or U.S. mail. It is recommended that you file your form electronically at https://vets4212.dol.gov/vets4212. Please visit http://www.dol.gov/vets/vets4212.htm for more information on the reporting process.

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 BID SUBMISSION MAY CAUSE THE BID TO BE REJECTED.

https://www.sam.gov/ https://www.sam.gov/SAM/ http://www.dol.gov/vets/vets4212.htm https://vets4212.dol.gov/vets4212

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Federal Highway Administration

FHWA EASTERN FED LANDS DIVISION

22001 Loudoun County Pkwy Suite E2-3-300 Ashburn, VA 20147

693C73

See Block 7

TIPHANIE THOMPSON

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

EFLHD.Contracts@dot.gov

See Block 10 x

10/16/2020

693C7321B000002

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

This Invitation for Bids is for the Ozark National Scenic Riverways Project No. MO ERFO NPS OZAR 2017-1(1) & MO ERFO NPS OZAR 2017-1(3), located in Shannon, Carter, and Dent Counties, Missouri 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-16.

Special Contract Requirements, Section J - pages J-1 through J-35.

Plans, Sheets 1 through 122.

Bridge Insp Report_ Structure 6640-003T, pages 1 through 18.

Geotech Report, pages 1 through 37.

Hydraulics Report_Alley Spring, pages 1 through 5.

Hydraulics Report_Jacks Fork, pages 1 through 7.

NEPA CE,(Categorical Exclusion), pages 1 through 8.

Consultation Correspondence (18), See beta.SAM.gov Permits, pending.

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.)

10 425 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

11/17/2020

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)

�����./�0::/303�#73//5�20�9/3:03;�2./�=03D�3/AB83/>�#2�2./�9384/5�59/48:8/>�$/60=�81�523842�#4403>#14/�=82.�2./�2/3;5�0:�2.85�5068482#2801?�8:�2.85�0::/3�85�#44/92/>

$@�2./��0E/31;/12�81�=382817�=82.81�--------------------�4#6/1>#3�>#@5�#:2/3�2./�>#2/�0::/35�#3/�>B/����������

�����./�0::/303�#73//5�20�:B3185.�#1@�3/AB83/>�9/3:03;#14/�#1>�9#@;/12�$01>5�

0��#������ ��2�

������� �)4��

3�2���%����

����������3 4��� '5 '6 �--����7��

3�2���%���

������� )4������ �$���� �� �4������

����2�� #��0 ��2�����

�)��������� )�&4'��������������� ������������ &4'���������������

�"������&��*���G��'����, Block 26

Federal Highway Administration Eastern Federal Lands Highway Division ATTN: Construction Branch Quantum Park 22001 Loudoun County Parkway Suite E2-2-200 Ashburn, VA 20147

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

peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text

CONTINUATION OF SF 1442

Block 2:

This project is RESTRICTED - Bids will be accepted from all eligible Small Business concerns.

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

Facsimile and electronic bids will not be accepted.

PHYSICAL DATA AVAILABLE FOR REVIEW

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

2. Bridge Insp Report_ Structure 6640-003T

3. Geotech Report

4. Hydraulics Report_Alley Spring

5. Hydraulics Report_Jacks Fork

6. NEPA CE (Categorical Exclusion)

7. Consultation Correspondence (18)

8. Permits Pending

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 the Government awards the contract as Schedules A + B + C +D + E + F + G + H all at the same time, the performance period to complete all contract work will be 425 calendar days.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately:

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.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 295 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

CONTINUATION OF SF 1442

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

If Schedule C+D+E+F+G+H (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C, D, E, F, G, and H work will be 165 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

See Completion of Work section of the B-Pages – Bid Schedule Instructions for further information. The completion time for the contract is not to exceed the maximum time above.

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

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

Block 12A:

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

Block 13:

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

Block 17:

Amounts should be completed as follows:

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

Schedule C (Option 2) - $ Schedule D (Option 3) - $

Schedule E (Option 4) - $ Schedule F (Option 5) - $ Schedule G (Option 6) - $ Schedule H (Option 7) - $

Other:

The estimated price is expected to fall within the price range of $1,000,000 to $5,000,000.

Responsibility of bidders shall be evaluated in accordance with the information provided on the Bidder's Qualification Form, which can be downloaded from the Contract Opportunities website located at http://beta.SAM.gov. or FP-14 versions can be downloaded at the FHWA web site located at http://flh.fhwa.dot.gov/resources/specs/.

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

BID SCHEDULE INSTRUCTIONS

PROJECT: MO ERFO NPS OZAR 2017-1(1) &

MO ERFO NPS OZAR 2017-1(3)

BIDDERS PLEASE NOTE: Before preparing the bid, carefully read the Instructions to Bidders. While preparing the bid, comply with the following:

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places, for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount Bid have been inserted by the Government for a pay item, do not change the Unit Bid Price and Amount Bid for the pay item. Determine the Bid Total 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) for each individual Schedule of Work as directed on the Bid Summary page. Fill in the Evaluation Total Price of Project in the space provided on the Bid Summary page.

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

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

Schedule D - $ .

Schedule E - $ .

Schedule F - $ .

Schedule G - $ .

Schedule H - $ .

SCHEDULES OF WORK

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

Schedule A (Base Contract) - Pages B-1 thru B-3 Schedule B (Government Option 1) - Pages B-4 thru B-5

Schedule C (Government Option 2) - Pages B-6 thru B-7 Schedule D (Government Option 3) - Page B-8 Schedule E (Government Option 4) - Page B-9 Schedule F (Government Option 5) - Pages B-10 thru B-11 Schedule G (Government Option 6) - Pages B-12 thru B-13 Schedule H (Government Option 7) - Pages B-14 thru B-15

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B, C, D, E, F, G and H (Government Options 1, 2, 3, 4, 5, 6, and 7); 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 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 or C+D+E+F+G+H (Government Options 1 or 2) at that time.

Schedule B (Government Option 1): Must be awarded on the same schedule as Schedule A (Base Contract).

If additional funding is required for the award of Schedules C, D, E, F, G or H (Government Option 2, 3, 4, 5, 6, or 7) and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedules C, D, E, F, G, and H (Government Option 2, 3, 4, 5, 6, and 7) at the unit prices bid according to the following schedule:

Schedules C, D, E, F, G, and H (Government Option 2, 3, 4, 5, 6, and 7): No later than 260 calendar days after the Effective Notice to Proceed for Schedule A (Base Contract) and Schedule B (Government Option 1).

COMPLETION OF WORK

If the Government awards the contract as Schedules A + B + C +D + E + F + G + H all at the same time, the performance period to complete all contract work will be 425 calendar days.

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 are awarded, the performance period of the contract will be 425 calendar days (A + B).

Schedule A: 295 calendar days Schedule B: 130 calendar days Schedule C+D+E+F+G+H: 165 calendar days

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, 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 January 2021. See Subsection 108.01 of the SCR’s for additional details.

BASIS FOR AWARD

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

Schedule A (Base Contract) Bid Total + Schedule B (Government Option 1) Bid Total + Schedule C (Government Option 2) Bid Total + Schedule D (Government Option 3) Bid Total + Schedule E (Government Option 4) Bid Total + Schedule F (Government Option 5) Bid Total + Schedule G (Government Option 6) Bid Total + Schedule H (Government Option 7) Bid Total.

B - 1

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0080 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

A0100 15705-0100 SOIL EROSION CONTROL, SILT FENCE

285 LNFT $____________ $____________

A0120 15705-2000 SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

525 LNFT $____________ $____________

A0140 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

A0160 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0180 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (JACKS FORK

ABUTMENTS)

ALL LPSM $___LPSM_____ $____________

A0200 20403-0000 UNCLASSIFIED BORROW

250 CUYD $____________ $____________

A0220 20801-0000 STRUCTURE EXCAVATION

100 CUYD $____________ $____________

A0240 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

2,450 CUYD $____________ $____________

A0260 30202-1000 ROADWAY AGGREGATE, METHOD 1

50 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MO ERFO NPS OZAR 2017-1(1) & MO ERFO NPS OZAR 2017-1(3)

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 2

A0280 31302-0200 AGGREGATE-TOPSOIL COURSE, 2-INCH DEPTH

650 SQYD $____________ $____________

A0300 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

43 CUYD $____________ $____________

A0320 55401-1000 REINFORCING STEEL

15,200 LB $____________ $____________

A0340 55504-0000 PRE-FABRICATED STEEL BRIDGE

ALL LPSM $___LPSM_____ $____________

A0360 56501-0400 DRILLED SHAFT, 36-INCH DIAMETER

84 LNFT $____________ $____________

A0380 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER

93 LNFT $____________ $____________

A0400 62502-0000 TURF ESTABLISHMENT

650 SQYD $____________ $____________

A0420 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

150 SQYD $____________ $____________

A0440 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

15 EACH $____________ $____________

A0460 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

60 LNFT $____________ $____________

A0480 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

165 SQFT $____________ $____________

A0500 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

385 HOUR $____________ $____________

A0520 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 3

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 4

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

50 LNFT $____________ $____________

B0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

30 LNFT $____________ $____________

B0120 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

B0140 20103-0000 CLEARING AND GRUBBING

140 SQYD $____________ $____________

B0160 20403-0000 UNCLASSIFIED BORROW

26 CUYD $____________ $____________

B0180 20421-0000 ROCK EXCAVATION

14 CUYD $____________ $____________

B0200 20801-0000 STRUCTURE EXCAVATION

64 CUYD $____________ $____________

B0220 20811-0000 SHORING AND BRACING

80 SQFT $____________ $____________

B0240 30202-1000 ROADWAY AGGREGATE, METHOD 1

10 TON $____________ $____________

B0260 30210-0000 BEDDING AND BACKFILL AGGREGATE (#57 STONE)

13 CUYD $____________ $____________

B0280 31302-0200 AGGREGATE-TOPSOIL COURSE, 2-INCH DEPTH

55 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 5

B0300 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

32 CUYD $____________ $____________

B0320 55235-0000 EXPANSION JOINTS

7 LNFT $____________ $____________

B0340 55401-2000 REINFORCING STEEL, EPOXY COATED

3,900 LB $____________ $____________

B0360 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

10,400 LB $____________ $____________

B0380 55601-1300 BRIDGE RAILING, TIMBER

140 LNFT $____________ $____________

B0400 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED

2 MFBM $____________ $____________

B0420 55706-1000 STRUCTURAL TIMBER AND LUMBER, UNTREATED (LOG FASCIA)

ALL LPSM $___LPSM_____ $____________

B0440 56401-1000 BEARING DEVICE, ELASTOMERIC

4 EACH $____________ $____________

B0460 62502-0000 TURF ESTABLISHMENT

55 SQYD $____________ $____________

B0480 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

60 LNFT $____________ $____________

B0500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

125 SQFT $____________ $____________

B0520 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 6

C0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0080 20301-3400 REMOVAL OF WHEELSTOP

4 EACH $____________ $____________

C0100 20303-2000 REMOVAL OF PAVEMENT, ASPHALT, 4-INCH DEPTH

100 SQYD $____________ $____________

C0120 20401-0000 ROADWAY EXCAVATION

20 CUYD $____________ $____________

C0140 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

100 SQYD $____________ $____________

C0160 30201-2000 ROADWAY AGGREGATE, METHOD 2

35 CUYD $____________ $____________

C0180 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

25 TON $____________ $____________

C0200 60915-1000 WHEELSTOP, CONCRETE

4 EACH $____________ $____________

C0220 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID

110 LNFT $____________ $____________

C0240 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

25 LNFT $____________ $____________

C0260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

45 SQFT $____________ $____________

C0280 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 7

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 8

D0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

D0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

D0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

D0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

120 LNFT $____________ $____________

D0100 20303-0000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (GABIONS)

50 SQYD $____________ $____________

D0120 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

110 SQYD $____________ $____________

D0140 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

30 CUYD $____________ $____________

D0160 30202-1000 ROADWAY AGGREGATE, METHOD 1

17 TON $____________ $____________

D0180 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

15 LNFT $____________ $____________

D0200 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

20 SQFT $____________ $____________

D0220 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 9

E0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

E0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

E0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

E0080 20101-0000 CLEARING AND GRUBBING

0.8 ACRE $____________ $____________

E0100 30202-1000 ROADWAY AGGREGATE, METHOD 1

1,000 TON $____________ $____________

E0120 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

40 LNFT $____________ $____________

E0140 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

65 SQFT $____________ $____________

E0160 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:E Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 10

F0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

F0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

F0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

F0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

45 LNFT $____________ $____________

F0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

160 LNFT $____________ $____________

F0120 20401-0000 ROADWAY EXCAVATION

90 CUYD $____________ $____________

F0140 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

320 SQYD $____________ $____________

F0160 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

8 CUYD $____________ $____________

F0180 30201-2000 ROADWAY AGGREGATE, METHOD 2

100 CUYD $____________ $____________

F0200 30302-1000 DITCH RECONDITIONING

850 LNFT $____________ $____________

F0220 30302-2000 SHOULDER RECONDITIONING

270 LNFT $____________ $____________

F0240 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

330 SQYD $____________ $____________

F0260 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

70 TON $____________ $____________

F0280 62502-0000 TURF ESTABLISHMENT

155 SQYD $____________ $____________

Bid Schedule Schedule:F Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 11

F0300 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID

200 LNFT $____________ $____________

F0320 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

40 EACH $____________ $____________

F0340 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

75 LNFT $____________ $____________

F0360 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

275 SQFT $____________ $____________

F0380 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

150 HOUR $____________ $____________

F0400 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:F Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 12

G0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

G0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

G0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

G0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

220 LNFT $____________ $____________

G0100 20401-0000 ROADWAY EXCAVATION

230 CUYD $____________ $____________

G0120 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

800 SQYD $____________ $____________

G0140 30201-2000 ROADWAY AGGREGATE, METHOD 2

285 CUYD $____________ $____________

G0160 30302-2000 SHOULDER RECONDITIONING

75 LNFT $____________ $____________

G0180 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

45 SQYD $____________ $____________

G0200 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

185 TON $____________ $____________

G0220 62502-0000 TURF ESTABLISHMENT

45 SQYD $____________ $____________

G0240 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

15 EACH $____________ $____________

G0260 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

75 LNFT $____________ $____________

G0280 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

140 SQFT $____________ $____________

Bid Schedule Schedule:G Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 13

G0300 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:G Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 14

H0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

H0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

H0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

H0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

800 LNFT $____________ $____________

H0100 20401-0000 ROADWAY EXCAVATION

250 CUYD $____________ $____________

H0120 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

925 SQYD $____________ $____________

H0140 30202-1000 ROADWAY AGGREGATE, METHOD 1

265 TON $____________ $____________

H0160 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

300 SQYD $____________ $____________

H0180 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

150 TON $____________ $____________

H0200 55220-0000 REPAIR CONCRETE

15 SQYD $____________ $____________

H0220 60101-0000 CONCRETE (CCS)

10 CUYD $____________ $____________

H0240 62502-0000 TURF ESTABLISHMENT

300 SQYD $____________ $____________

H0260 62903-0000 CELLULAR CONFINEMENT SYSTEM

550 SQYD $____________ $____________

H0280 62910-1000 CELLULAR CONFINEMENT SYSTEM BACKFILL, GRANULAR (#57 STONE)

1,300 CUYD $____________ $____________

Bid Schedule Schedule:H Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 15

H0300 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

20 LNFT $____________ $____________

H0320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

10 SQFT $____________ $____________

H0340 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:H Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 16

BID SUMMARY

Project NP-GRSM 14(3), 112(1), ETC.

(1) Schedule A (Base Contract) Bid Total (from Page B-1 thru B-3) = (1) $________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-4 thru B-5) = (2) $________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-6 thru B-7) = (3) $________________

(4) Schedule D (Government Option 3) Bid Total (Page B-8) = (4) $________________

(5) Schedule E (Government Option 4) Bid Total (Page B-9) = (5) $________________

(6) Schedule F (Government Option 5) Bid Total (from Page B-10 thru B-11) = (6) $________________

(7) Schedule G (Government Option 6) Bid Total (from Page B-12 thru B-13) = (7) $_______________

(8) Schedule H (Government Option 7) Bid Total (from Page B-14 thru B-15) = (8) $_______________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1)+(2)+(3)+(4)+(5)+(6)+(7)+(8) $________________

Maximum Time Allowed for the Contract if all Schedules are Awarded at the Same Time

If the Government awards the contract as Schedules A + B + C + D + E + F + G + H, the performance period to complete all contract work will be 425 calendar days.

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 295 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedules B (Government Option 1) is exercised with the award of the original contract, the performance period to complete all Schedules A + B work will be 425 calendar days and will start on the effective date of Schedules A’s Notice to Proceed.

If Schedules C, D, E, F, G, or H (Government Options 2, 3, 4, 5, 6, or 7) are exercised after the award of the original contract, the performance period to complete all Schedules C, D, E, F, G, and H work will be 165 calendar days and will start on the effective date of Schedules C through H’s Notice to Proceed.

BID BOND

(See instructions on reverse)

OMB Control Number: 9000-0045 Expiration Date: 8/31/2022

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)

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 1 hour 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

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…