IFB Solicitation - NP-GUIS 15(3).pdf

SOLICITATION

IFB No. 693C73- 21-B-000014

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NP-GUIS 15(3)

GULF ISLANDS NATIONAL SEASHORE

RECONSTRUCTION OF THE ENTRANCE OF PARK ROAD AND

CONSTRUCTION OF PAVED SHOULDERS

Contract No.

PMIS#136047

ADDRESS:

CONTRACTOR:

STATE Mississippi

COUNTY Jackson

AGENCY National Park Service

TYPE OF IMPROVEMENT

Reconstruction of the one lane entrance of Park Road, construction of paved shoulders, culvert replacement, guardrail replacement, and other work.

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

1.75 3.30

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

Feet Route Miles

Lane Miles

A Park Road, Route 0015 44975 To 48200 3,225 0.61 1.22

B Park Road, Route 0015 40233 To 44975 4,742 0.90 1.80

C Park Road, Route 0015 40000 To 40233 233 0.04 0.08

C Park Road, Route 0015 3082 To 3600 518 0.10 0.10

C Park Road, Route 0015 95000 To 95507 507 0.10 0.10

D Park Road, Route 0015 40000 To 44975 0 0.00 0.00

D Park Road, Route 0015 3082 To 3600 0 0.00 0.00

D Park Road, Route 0015 95000 To 95507 0 0.00 0.00

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

Statement of Work 1 page

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-13

*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-2

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-5

Minimum Wage Schedule F-6 through F-13

*General Contract Requirements G-1 through G-9

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-36

Section K K-1 through K-3

Permits Obtained for this Project 1 through 154

SPECIFICATIONS On CD

Plans 1 through 195

Bridge Inspection Reports (2) See CD/beta.SAM.gov

Categorical Exclusion Form (NEPA) 1 through 8

* 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 E2-3-300, ATTENTION: ACQUISITIONS. 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-13)

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

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

SUITE E2-3-300

693C73

ATTN: ACQUISITIONS

ASHBURN VA 20147

See Block 7

EMILY MCCLEARY

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

EFLHD.Contracts@dot.gov

See Block 10 x

05/06/2021

693C7321B000014

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

This Invitation for Bids is for the Gulf Islands National Seashore, Project No.

NP-GUIS 15(3), located in Jackson County, Mississippi 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-13.

Special Contract Requirements, Section J - pages J-1 through J-36.

Plans, Sheets 1 through 195.

Bridge Inspection Reports (2), See CD/beta.SAM.gov.

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

Permits, pages 1 through 154.

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.)

10 204 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

06/08/2021

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)

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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

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

3. Bridge Inspection Reports (2)

4. Categorical Exclusion Form (NEPA)

5. Permits

Block 9:

In accordance with FAR Provision 52.236-27, Site Visit, a Government representative can be available to show the project to prospective bidders. All requests for site visits see Section

E of the solicitation and e-mail all questions concerning this construction project to the following e-mail address eflhd.contracts@dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

Block 11:

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

If the Government awards the contract as Schedules A + B + C + D, the performance period to complete all contract work will be 204 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 71 calendar days and will start on the effective date of

Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 74 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

http://flh.fhwa.dot.gov/resources/design/library

CONTINUATION OF SF 1442

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 40 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 87 calendar days and will start on the effective date of Schedule D’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 with the earliest start date of July 2021. (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 1) - $

Schedule D (Option 1) - $

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. 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/

STATEMENT OF WORK

Sealed bids from certified Small Business Concerns only will be accepted for the Gulf Islands

National Seashore, Project NP-GUIS 15(3), Solicitation Number 693C73-21-B-000014, located in Jackson County, Mississippi. The project consists of the reconstruction of Park Road and the construction of paved shoulders. The work includes reconstruction of the one lane entrance portion of Park Road, construction of paved shoulders, guardrail replacement, and other miscellaneous work.

The project will be split into multiple work schedules/contract options, with the cost of the entire project expected to fall within the price range of $1,000,000 to $5,000,000.

The performance period to complete all contract work will be 204 calendar days after the issuance of the Notice to Proceed.

BID SCHEDULE INSTRUCTIONS

PROJECT: NP-GUIS 15(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 - $ .

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 Schedule D (Government Option 3) - Pages B-11 thru B-12

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B, C, and D (Government Options 1, 2, and 3); 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, C, or D (Government Options 1, 2, or

3) at that time. If additional funding is required for the award of Schedules B, C, or D (Government Options 1, 2, or 3), and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedules B, C, and D (Government Options 1, 2, and 3) at the unit prices bid no later than the completion date of Schedule A.

COMPLETION OF WORK

If the Government awards the contract as Schedules A + B + C + D all at the same time, the performance period to complete all contract work will be 204 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 + C are awarded, the performance period of the contract will be 185 calendar days (71+74+40).

Schedule A: 71 calendar days Schedule B: 74 calendar days Schedule C: 40 calendar days Schedule D: 87 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 July, 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.

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,360 LNFT $____________ $____________

A0100 15706-0200 SOIL EROSION CONTROL, CHECK DAM

2 EACH $____________ $____________

A0120 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0140 20101-0000 CLEARING AND GRUBBING

2.30 ACRE $____________ $____________

A0160 20202-0000 SELECTIVE CLEARING

1,390 SQYD $____________ $____________

A0180 20220-1000 REMOVAL, INDIVIDUAL TREE

3 EACH $____________ $____________

A0200 20301-1400 REMOVAL OF INLET

2 EACH $____________ $____________

A0220 20301-2000 REMOVAL OF PIPE END SECTION

1 EACH $____________ $____________

A0240 20301-2400 REMOVAL OF SIGN

4 EACH $____________ $____________

A0260 20302-2100 REMOVAL OF PIPE CULVERT

80 LNFT $____________ $____________

A0280 20302-2200 REMOVAL OF SEWERLINE

15 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-GUIS 15(3)

Project Name:Reconstruction and new shoulder construction on Park Road

B - 2

A0300 20302-2300 REMOVAL OF WATERLINE

30 LNFT $____________ $____________

A0320 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (TRAFFIC COUNTER BOX)

ALL LPSM $___LPSM_____ $____________

A0340 20401-0000 ROADWAY EXCAVATION

3,740 CUYD $____________ $____________

A0360 20425-1000 DITCH, EXCAVATION

65 LNFT $____________ $____________

A0380 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2

50 TON $____________ $____________

A0400 30101-4000 AGGREGATE BASE GRADING C OR D

1,690 TON $____________ $____________

A0420 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

1,030 TON $____________ $____________

A0440 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

18 TON $____________ $____________

A0460 41102-1000 PRIME COAT, METHOD 1

5,370 SQYD $____________ $____________

A0480 41202-0000 TACK COAT

515 GAL $____________ $____________

A0500 60201-0500 15-INCH PIPE CULVERT

60 LNFT $____________ $____________

A0520 60201-0600 18-INCH PIPE CULVERT

17 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A0540 60201-0900 30-INCH PIPE CULVERT

8 LNFT $____________ $____________

A0560 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(USE ELLIPTICAL)

60 LNFT $____________ $____________

A0580 60210-0500 END SECTION FOR 15-INCH PIPE CULVERT

2 EACH $____________ $____________

A0600 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

A0620 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

1 EACH $____________ $____________

A0640 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (USE ELLIPTICAL)

2 EACH $____________ $____________

A0660 60403-2200 INLET, FLH TYPE 7A

1 EACH $____________ $____________

A0680 61102-2950 6-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

40 LNFT $____________ $____________

A0700 61108-4000 ADJUST VALVE BOX (WATER)

2 EACH $____________ $____________

A0720 61202-0400 6-INCH SEWER LINE, PLASTIC

20 LNFT $____________ $____________

A0740 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

2.5 ACRE $____________ $____________

A0760 62501-0000 TURF ESTABLISHMENT

2.5 ACRE $____________ $____________

A0780 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

8,620 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

A0800 62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A (DITCH LINING)

3,420 SQYD $____________ $____________

A0820 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (WOOD POSTS)

11 SQFT $____________ $____________

A0840 63316-1000 REMOVE AND RESET SIGN

11 EACH $____________ $____________

A0860 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

9,730 LNFT $____________ $____________

A0880 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

75 EACH $____________ $____________

A0900 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

4 EACH $____________ $____________

A0920 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0940 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

80 LNFT $____________ $____________

A0960 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

130 SQFT $____________ $____________

A0980 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

540 HOUR $____23.40________ $_12,636___________

A1000 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1020 64620-1000 REMOVE AND RESET HISTORIC MARKER

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 5

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

8,720 LNFT $____________ $____________

B0100 20101-0000 CLEARING AND GRUBBING

2.65 ACRE $____________ $____________

B0120 20220-1000 REMOVAL, INDIVIDUAL TREE

2 EACH $____________ $____________

B0140 20301-2400 REMOVAL OF SIGN

4 EACH $____________ $____________

B0160 20302-2600 REMOVAL OF PAVEMENT MARKINGS

1,320 LNFT $____________ $____________

B0180 20401-0000 ROADWAY EXCAVATION

6,680 CUYD $____________ $____________

B0200 20410-0000 SELECT BORROW

4,350 CUYD $____________ $____________

B0220 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

4,170 SQYD $____________ $____________

B0240 20703-0000 GEOGRID (TYPE IV)

11,900 SQYD $____________ $____________

B0260 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2

14 TON $____________ $____________

B0280 30101-4000 AGGREGATE BASE GRADING C OR D

2,380 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 6

B0300 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

1,310 TON $____________ $____________

B0320 41102-1000 PRIME COAT, METHOD 1

7,550 SQYD $____________ $____________

B0340 41202-0000 TACK COAT

655 GAL $____________ $____________

B0360 60412-1000 REMOVE AND RESET METAL FRAME AND GRATE

8 EACH $____________ $____________

B0380 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

2.8 ACRE $____________ $____________

B0400 62501-0000 TURF ESTABLISHMENT

2.8 ACRE $____________ $____________

B0420 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

10,300 SQYD $____________ $____________

B0440 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

2,320 SQYD $____________ $____________

B0460 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (WOOD POSTS)

16 SQFT $____________ $____________

B0480 63316-1000 REMOVE AND RESET SIGN

7 EACH $____________ $____________

B0500 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

14,900 LNFT $____________ $____________

B0520 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

110 EACH $____________ $____________

B0540 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

6 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 7

B0560 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

B0580 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

220 LNFT $____________ $____________

B0600 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

470 SQFT $____________ $____________

B0620 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

544 HOUR $_____23.40_______ $_12,729.60___________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 8

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,230 LNFT $____________ $____________

C0100 20101-0000 CLEARING AND GRUBBING

0.65 ACRE $____________ $____________

C0120 20220-1000 REMOVAL, INDIVIDUAL TREE

50 EACH $____________ $____________

C0140 20302-2600 REMOVAL OF PAVEMENT MARKINGS

110 LNFT $____________ $____________

C0160 20401-0000 ROADWAY EXCAVATION

1,790 CUYD $____________ $____________

C0180 20410-0000 SELECT BORROW

780 CUYD $____________ $____________

C0200 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

800 SQYD $____________ $____________

C0220 20703-0000 GEOGRID (TYPE IV)

2,290 SQYD $____________ $____________

C0240 30101-4000 AGGREGATE BASE GRADING C OR D

710 TON $____________ $____________

C0260 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

285 TON $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 9

C0280 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

230 TON $____________ $____________

C0300 41102-1000 PRIME COAT, METHOD 1

2,250 SQYD $____________ $____________

C0320 41202-0000 TACK COAT

195 GAL $____________ $____________

C0340 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

0.75 ACRE $____________ $____________

C0360 62501-0000 TURF ESTABLISHMENT

0.75 ACRE $____________ $____________

C0380 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

3,020 SQYD $____________ $____________

C0400 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

460 SQYD $____________ $____________

C0420 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (WOOD POSTS)

6 SQFT $____________ $____________

C0440 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

C0460 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

3,010 LNFT $____________ $____________

C0480 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

40 EACH $____________ $____________

C0500 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

6 EACH $____________ $____________

C0520 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 10

C0540 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

220 LNFT $____________ $____________

C0560 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

380 SQFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 11

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

5,850 LNFT $____________ $____________

D0100 20101-0000 CLEARING AND GRUBBING

0.70 ACRE $____________ $____________

D0120 20301-2400 REMOVAL OF SIGN

3 EACH $____________ $____________

D0140 20302-0150 REMOVAL OF BRIDGE RAILING

750 LNFT $____________ $____________

D0160 20302-1400 REMOVAL OF GUARDRAIL, TIMBER

5,480 LNFT $____________ $____________

D0180 20403-0000 UNCLASSIFIED BORROW

200 CUYD $____________ $____________

D0200 20420-0000 EMBANKMENT CONSTRUCTION

200 CUYD $____________ $____________

D0220 55601-1300 BRIDGE RAILING, TIMBER

750 LNFT $____________ $____________

D0240 61701-4000 GUARDRAIL SYSTEM SBTB

4,800 LNFT $____________ $____________

D0260 61702-1400 TERMINAL SECTION, TYPE SBT TANGENT

12 EACH $____________ $____________

D0280 61707-0000 STRUCTURE TRANSITION RAILING

170 LNFT $____________ $____________

Bid Schedule Schedule:D Schedule Type:Options

B - 12

D0300 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

1.30 ACRE $____________ $____________

D0320 62501-0000 TURF ESTABLISHMENT

1.3 ACRE $____________ $____________

D0340 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

705 SQYD $____________ $____________

D0360 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (WOOD POSTS)

21 SQFT $____________ $____________

D0380 63316-1000 REMOVE AND RESET SIGN

8 EACH $____________ $____________

D0400 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

110 EACH $____________ $____________

D0420 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

6 EACH $____________ $____________

D0440 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

D0460 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

220 LNFT $____________ $____________

D0480 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

470 SQFT $____________ $____________

D0500 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

470 HOUR $___23.40_________ $__10,998.00__________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Options

B - 13

BID SUMMARY

Project NP-GUIS 15(3)

(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) $____________________

(4) Schedule D (Government Option 3) Bid Total (from Page B-12) = (4) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) + (4) $____________________

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, the performance period to complete all contract work will be 204 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 71 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 74 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 40 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 87 calendar days and will start on the effective date of Schedule D’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 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. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.

(c) When individual sureties are involved, a completed Affidavit of Individual Surety (Standard Form 28) for each individual surety, shall accompany the bond.

The Government may require the surety to furnish additional substantiating information concerning its financial capability.

5. Corporations executing the bond shall affix their corporate seals. Individuals shall execute the bond opposite the word "Corporate Seal"; and shall affix an adhesive seal if executed in Maine, New Hampshire, or any other jurisdiction requiring adhesive seals.

6. Type the name and title of each person signing this bond in the space provided.

7. In its application to negotiated contracts, the terms "bid" and "bidder" shall include "proposal" and "offeror."

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

Corporate Seal

LIABILITY LIMIT ($)STATE OF INCORPORATION

2.

2.

1.

1.NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

STANDARD FORM 24 (REV. 8/2016) BACK

CONTRACT CLAUSES INDEX

FEDERAL ACQUISITION REGULATION (FAR) TRANSPORTATION ACQUISITION REGULATION (TAR)

(Updated thru FAC 2021-05 on 3/10/2021)

FAR & TAR CLAUSES INCORPORATED BY REFERENCE

CLAUSE TITLE DATE REMARKS

52.202-1 DEFINITIONS Jun-20 52.203-3 GRATUITIES Apr-84 52.203-5 COVENANT AGAINST CONTINGENT FEES May-14 52.203-6…