IFB Solicitation - NP-CHCH 500(1) 501(1) ETC.pdf

Contract No.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT NP-CHCH 500(1), 501(1), ETC.

CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

REHABILITATION OF GLENN-KELLY, BATTLELINE, AND POE ROADS

CONTRACTOR:

ADDRESS:

PMIS #234348, #234366, AND #234249

SOLICITATION

IFB No. 693C73-21-B-000016

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

STATE Georgia

COUNTIES Walker and Catoosa

PARK Chickamauga & Chattanooga National Military Park

TYPE OF IMPROVEMENT

Asphalt and concrete pavement removal, grading, aggregate base, asphalt concrete pavement overlay, asphalt chip seal, culverts, stone masonry head walls, aggregate-topsoil course, signing, pavement markings, and other miscellaneous work.

Project Length Totals

3.15 3.23

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

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

Sthedule Area Feet Miles Miles

A □ Glenn-Kelly Road 0+40 To 71+00 7,060 1.34 1.34

A � Tour Stop 6 Parking 1,501 0 0.00 0.03

A � South Carolina Monument Parking 1,182 0 0.00 0.02

B □ Glenn-Kelly Road 71+00 To 105+97.26 3,497 0.66 0.66

B � South Post Gate Parking 826 0 0.00 0.01

C □ Battleline Road 200+00 To 243+37.60 4,338 0.82 0.82

C � Tour Stop 2 Parking 638 0 0.00 0.01

D □ Poe Road 300+00 To 317+66.60 1,767 0.33 0.33

D � Tour Stop 3 Parking 777 0 0.00 O.Gl

E □ Glenn-Kelly Road 3+45 To 3+65 20 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-14

*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-4

Minimum Wage Schedule F-5 through F-21

*General Contract Requirements G-1 through G-7

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-45

Section K K-1 through K-3

SPECIFICATIONS On CD

Plans 1 through 101

Categorical Exclusion Report (NEPA) 1 through 6

Pavement Report Number FY21-01 1 through 57

* 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.

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 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

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-14)

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

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

JOHNNIE ORDONEZ

See Block 10 x

06/29/2021

693C7321B000016

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

This Invitation for Bids is for the Chickamauga and Chattanooga National Military

Park, Project No. NP-CHCH 500(1), 501(1), etc., located in Catoosa and Walker

Counties, Georgia 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-14.

Special Contract Requirements, Section J - pages J-1 through J-45.

Plans, Sheets 1 through 101.

Pavement Report Number FY21-01, pages 1 through 57.

Categorical Exclusion Report (NEPA), pages 1 through 6.

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.)

10 245 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

07/29/2021

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)

Email all questions/inquiries to: eflhd.contracts@dot.gov

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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. Categorical Exclusion Report (NEPA).

4. Pavement Report Number FY21-01

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 All Schedules are Awarded at the Same Time

If the Government awards the contract as Schedules A + B + C + D + E, the performance period to complete all contract work will be 245 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 60 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 115 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 45 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

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

CONTINUATION OF SF 1442

If Schedule D (Government Option 3) is exercised after the award of the of the original contract, the performance period to complete all Schedule D work will be 30 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the of the original contract, the performance period to complete all Schedule E work will be 10 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 2) - $ Schedule D (Option 3) - $ Schedule E (Option 4) - $

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 Chickamauga and Chattanooga National Military Park Project NP-CHCH 500(1), 501(1), etc., Solicitation Number 693C73-21-B-000016, located in Catoosa and Walker Counties, Georgia. The project consists of the rehabilitation of approximately 2.00 miles of Glenn-Kelly Road, 0.82 miles of Battleline Road, and 0.33 miles of Poe Road, including parking areas and pull-offs, all within the Chickamauga and Chattanooga National Military Park. The work includes asphalt and concrete pavement removal, grading, aggregate base, asphalt concrete pavement overlay, asphalt chip seal, culverts, stone masonry head walls, aggregate-topsoil course, signing, pavement markings, 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 245 calendar days after the issuance of the Notice to Proceed.

BID SCHEDULE INSTRUCTIONS

PROJECT: NP-CHCH 500(1), 501(1), ETC.

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 - $ .

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-6 Schedule C (Government Option 2) - Pages B-7 thru B-9 Schedule D (Government Option 3) - Pages B-10 thru B-12 Schedule E (Government Option 4) - Page-13

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

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

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

Schedule D (Government Option 3): No later than the contract completion date for Schedule C (Government Option 2).

Schedule E (Government Option 4): No later than the contract completion date for Schedule D (Government Option 3).

COMPLETION OF WORK

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

If the Government awards the contract as Schedules A + B + C + D + E, the performance period to complete all contract work will be 245 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 60 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 115 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 45 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 30 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 10 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

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

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

B - 1

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1100 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A1200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1300 15701-0000 SOIL EROSION CONTROL (FIBER ROLL)

ALL LPSM $___LPSM_____ $____________

A1400 20120-1000 REMOVAL, INDIVIDUAL TREE

6 EACH $____________ $____________

A1500 20301-2400 REMOVAL OF SIGN

15 EACH $____________ $____________

A1600 20301-3400 REMOVAL OF WHEELSTOP

9 EACH $____________ $____________

A1700 20302-2100 REMOVAL OF PIPE CULVERT

80 LNFT $____________ $____________

A1800 20303-2100 REMOVAL OF PAVEMENT, ASPHALT, 5-INCH DEPTH

2,200 SQYD $____________ $____________

A1900 20401-0000 ROADWAY EXCAVATION

1,050 CUYD $____________ $____________

A2000 20410-0000 SELECT BORROW

730 CUYD $____________ $____________

A2100 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

2,300 SQYD $____________ $____________

A2200 21101-1000 ROADWAY OBLITERATION, METHOD 1

230 SQYD $____________ $____________

A2300 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2

5 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-CHCH 500(1), 501(1), ETC.

Project Name:Rehabilitation of Glenn-Kelly Road, Battleline Road, and Poe Road

B - 2

A2400 30101-4000 AGGREGATE BASE GRADING C OR D

700 TON $____________ $____________

A2500 30302-1000 DITCH RECONDITIONING

2,900 LNFT $____________ $____________

A2600 30302-2000 SHOULDER RECONDITIONING

170 LNFT $____________ $____________

A2700 31302-0000 AGGREGATE-TOPSOIL COURSE

120 SQYD $____________ $____________

A2800 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

5,000 SQYD $____________ $____________

A3000 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL , PG 64-22, TYPE IV

PAVEMENT ROUGHNESS

3,000 TON $____________ $____________

A3100 40602-0000 FOG SEAL

17,500 SQYD $____________ $____________

A3200 40702-0300 CHIP SEAL, TYPE 1C (3/8-INCH NMSA BROWN AGGREGATE)

17,500 SQYD $____________ $____________

A3300 40702-1300 CHIP SEAL, TYPE 2C

15,500 SQYD $____________ $____________

A3400 41201-0000 TACK COAT

19 TON $____________ $____________

A3500 60201-0400 12-INCH PIPE CULVERT (REINFORCED CONCRETE)

80 LNFT $____________ $____________

A3600 60703-0000 CLEANING CULVERTS IN PLACE

10 LNFT $____________ $____________

A3700 60915-1000 WHEELSTOP, CONCRETE

10 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A3800 61921-1000 REMOVE AND RESET FENCE

40 LNFT $____________ $____________

A3900 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

2 EACH $____________ $____________

A4000 62030-0000 REPOINT STONE MASONRY

60 LNFT $____________ $____________

A4100 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (ARCHEOLOGICAL

MONITOR)

ALL LPSM $___LPSM_____ $____________

A4200 62502-0000 TURF ESTABLISHMENT

10,000 SQYD $____________ $____________

A4300 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

55 SQFT $____________ $____________

A4400 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

7,500 LNFT $____________ $____________

A4500 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

A4600 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A4700 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A4800 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

B1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B1100 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B1200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B1300 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

B1400 20120-1000 REMOVAL, INDIVIDUAL TREE

2 EACH $____________ $____________

B1500 20301-2400 REMOVAL OF SIGN

4 EACH $____________ $____________

B1600 20301-3400 REMOVAL OF WHEELSTOP

5 EACH $____________ $____________

B1700 20302-2100 REMOVAL OF PIPE CULVERT

340 LNFT $____________ $____________

B1800 20303-2100 REMOVAL OF PAVEMENT, ASPHALT, 5-INCH DEPTH

500 SQYD $____________ $____________

B1900 20401-0000 ROADWAY EXCAVATION

230 CUYD $____________ $____________

B2000 20410-0000 SELECT BORROW

160 CUYD $____________ $____________

B2100 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

500 SQYD $____________ $____________

B2200 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2

10 TON $____________ $____________

B2300 30101-4000 AGGREGATE BASE GRADING C OR D

150 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 5

B2400 30302-1000 DITCH RECONDITIONING

1,500 LNFT $____________ $____________

B2500 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

2,500 SQYD $____________ $____________

B2600 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL , PG 64-22, TYPE IV

PAVEMENT ROUGHNESS

1,410 TON $____________ $____________

B2700 40602-0000 FOG SEAL

8,500 SQYD $____________ $____________

B2800 40702-0300 CHIP SEAL, TYPE 1C (3/8-INCH NMSA BROWN AGGREGATE)

8,500 SQYD $____________ $____________

B2900 40702-1300 CHIP SEAL, TYPE 2C

8,000 SQYD $____________ $____________

B3000 41201-0000 TACK COAT

10 TON $____________ $____________

B3100 60201-0400 12-INCH PIPE CULVERT (REINFORCED CONCRETE)

290 LNFT $____________ $____________

B3200 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(REINFORCED CONCRETE)

50 LNFT $____________ $____________

B3300 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (REINFORCED CONCRETE)

2 EACH $____________ $____________

B3400 60915-1000 WHEELSTOP, CONCRETE

5 EACH $____________ $____________

B3500 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

9 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 6

B3600 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (ARCHEOLOGICAL

MONITOR)

ALL LPSM $___LPSM_____ $____________

B3700 62502-0000 TURF ESTABLISHMENT

5,000 SQYD $____________ $____________

B3800 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

20 SQFT $____________ $____________

B3900 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

4,000 LNFT $____________ $____________

B4000 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

B4100 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 7

C1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C1100 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C1200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C1300 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

C1400 20301-2400 REMOVAL OF SIGN

4 EACH $____________ $____________

C1500 20301-3400 REMOVAL OF WHEELSTOP

5 EACH $____________ $____________

C1600 20303-2000 REMOVAL OF PAVEMENT, ASPHALT, 4-INCH DEPTH

1,100 SQYD $____________ $____________

C1700 20303-2910 REMOVAL OF PAVEMENT, CONCRETE, 8-INCH DEPTH

1,100 SQYD $____________ $____________

C1800 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

12 SQYD $____________ $____________

C1900 20401-0000 ROADWAY EXCAVATION

300 CUYD $____________ $____________

C2000 20410-0000 SELECT BORROW

360 CUYD $____________ $____________

C2100 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

1,100 SQYD $____________ $____________

C2200 30101-4000 AGGREGATE BASE GRADING C OR D

350 TON $____________ $____________

C2300 30302-1000 DITCH RECONDITIONING

1,800 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 8

C2400 30302-2000 SHOULDER RECONDITIONING

260 LNFT $____________ $____________

C2500 31302-0000 AGGREGATE-TOPSOIL COURSE

170 SQYD $____________ $____________

C2600 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

3,000 SQYD $____________ $____________

C2700 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL , PG 64-22, TYPE IV

PAVEMENT ROUGHNESS

1,600 TON $____________ $____________

C2800 40602-0000 FOG SEAL

9,500 SQYD $____________ $____________

C2900 40702-0300 CHIP SEAL, TYPE 1C (3/8-INCH NMSA BROWN AGGREGATE)

9,500 SQYD $____________ $____________

C3000 40702-1300 CHIP SEAL, TYPE 2C

8,500 SQYD $____________ $____________

C3100 41201-0000 TACK COAT

11 TON $____________ $____________

C3200 60703-0000 CLEANING CULVERTS IN PLACE

100 LNFT $____________ $____________

C3300 60915-1000 WHEELSTOP, CONCRETE

5 EACH $____________ $____________

C3400 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (ARCHEOLOGICAL

MONITOR)

ALL LPSM $___LPSM_____ $____________

C3500 62502-0000 TURF ESTABLISHMENT

6,000 SQYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 9

C3600 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

25 SQFT $____________ $____________

C3700 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

500 LNFT $____________ $____________

C3800 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

C3900 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 10

D1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

D1100 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

D1200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

D1300 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

D1400 20301-2400 REMOVAL OF SIGN

3 EACH $____________ $____________

D1500 20303-2100 REMOVAL OF PAVEMENT, ASPHALT, 5-INCH DEPTH

1,250 SQYD $____________ $____________

D1600 20401-0000 ROADWAY EXCAVATION

600 CUYD $____________ $____________

D1700 20410-0000 SELECT BORROW

420 CUYD $____________ $____________

D1800 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

1,300 SQYD $____________ $____________

D1900 30101-4000 AGGREGATE BASE GRADING C OR D

400 TON $____________ $____________

D2000 30302-1000 DITCH RECONDITIONING

800 LNFT $____________ $____________

D2100 30302-2000 SHOULDER RECONDITIONING

500 LNFT $____________ $____________

D2200 31302-0000 AGGREGATE-TOPSOIL COURSE

320 SQYD $____________ $____________

D2300 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

1,000 SQYD $____________ $____________

Bid Schedule Schedule:D Schedule Type:Options

B - 11

D2400 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL , PG 64-22, TYPE IV

PAVEMENT ROUGHNESS

660 TON $____________ $____________

D2500 40602-0000 FOG SEAL

3,800 SQYD $____________ $____________

D2600 40702-0300 CHIP SEAL, TYPE 1C (3/8-INCH NMSA BROWN AGGREGATE)

3,800 SQYD $____________ $____________

D2700 40702-1300 CHIP SEAL, TYPE 2C

2,600 SQYD $____________ $____________

D2800 41201-0000 TACK COAT

5 TON $____________ $____________

D2900 60703-0000 CLEANING CULVERTS IN PLACE

25 LNFT $____________ $____________

D3000 62030-0000 REPOINT STONE MASONRY

5 LNFT $____________ $____________

D3100 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (ARCHEOLOGICAL

MONITOR)

ALL LPSM $___LPSM_____ $____________

D3200 62502-0000 TURF ESTABLISHMENT

2,500 SQYD $____________ $____________

D3300 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

20 SQFT $____________ $____________

D3400 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

400 LNFT $____________ $____________

D3500 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

Bid Schedule Schedule:D Schedule Type:Options

B - 12

D3600 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Options

B - 13

E1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

E1100 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

E1200 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP (5-FEET X 5-FEET)

2 EACH $____________ $____________

E1300 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP (6-FEET X

10-FEET)

1 EACH $____________ $____________

E1400 63610-1600 CONDUIT, 2-INCH, PVC

55 LNFT $____________ $____________

E1500 63621-1000 UTILITY BOX, PULLBOX

3 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:E Schedule Type:Options

B - 14

BID SUMMARY

Project NP-CHCH 500(1), 501(1), ETC.

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-6) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-9) = (3) $____________________

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

(5) Schedule E (Government Option 4) Bid Total (from Page B-13) = (5) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) + (4) + (5) $____________________

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, the performance period to complete all contract work will be 245 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 60 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 115 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 45 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 30 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 10 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

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 RESTRICTIONS ON SUBCONTRACTOR SALES TO THE GOVERNMENT Jun-20 52.203-7 ANTI-KICKBACK PROCEDURES Jun-20 52.203-8 CANCEL & RECOVER OF FUNDS FOR ILLEGAL OR IMPROPER ACTIVITY May-14 52.203-10 PRICE OR FEE ADJUSTMENT FOR ILLEGAL OR IMPROPER ACTIVITY May-14

52.203-11

CERTIFICATION AND DISCLOSURE REGARDING PAYMENTS TO INFLUENCE CERTAIN FEDERAL

TRANSACTIONS Sep-07

52.203-12 LIMITATION ON PAYMENTS TO INFLUENCE CERTAIN FEDERAL TRANSACTIONS Jun-20 52.203-13 CONTRACTOR CODE OF BUSINESS ETHICS AND CONDUCT Jun-20 52.203-14 DISPLAY OF HOTLINE POSTER(S) Jun-20 52.204-2 SECURITY REQUIREMENTS (ALT II - (Apr 84)) Mar-21 52.204-4 PRINTED OR COPIED DOUBLE-SIDED ON POSTCONSUMER FIBER CONTENT PAPER May-11 52.204-7 SYSTEM FOR AWARD MANAGEMENT Oct-18 Contractor Mandatory Internet Data Input 52.204-10 REPORTING EXECUTIVE COMPENSATION AND FIRST-TIER SUBCONTRACT AWARDS Jun-20 Contractor Mandatory Internet Data Input 52.204-13 SYSTEM FOR AWARD MANAGEMENT MAINTENANCE Oct-18 Contractor Mandatory Internet Data Input 52.204-14 SERVICE CONTRACT REPORTING REQUIREMENTS Oct-16 Contractor Mandatory Internet Data Input 52.204-16 COMMERCIAL AND GOVERNMENT ENTITY CODE REPORTING Aug-20 52.204-17 OWNERSHIP OR CONTROL OF OFFEROR Aug-20 52.204-18 COMMERCIAL AND GOVERNMENT ENTITY CODE MAINTENANCE Aug-20 52.204-19 INCORPORATION BY REFERENCE OF REPRESENTATIONS AND CERTIFICATIONS Dec-14 52.204-21 BASIC SAFEGUARDING OF COVERED CONTRACTOR INFORMATION SYSTEMS Jun-16

52.209-6 PROTECTING THE GOVERNMENT'S INTEREST WHEN SUBCONTRACTING WITH CONTRACTORS DEBARRED, SUSPENDED OR PROPOSED FOR DEBARMENT Jun-20

52.209-11

REPRESENTATION BY CORPORATIONS REGARDING DELINQUENT TAX LIABILITY OR A FELONY

CONVICTION UNDER ANY FEDERAL LAW Feb-16

52.214-5 SUBMISSION OF BIDS Mar-97 52.214-19 CONTRACT AWARD -- SEALED BIDDING-CONSTRUCTION Aug-96 52.214-26 ALT 1 AUDIT AND RECORDS -- SEALED BIDDING (ALT 1 - (MAR 09)) Jun-20 52.214-27 PRICE REDUCTION FOR DEFECTIVE COST OR PRICING DATA - MODIFICATIONS - SEALED BIDDING Jun-20 52.214-28 SUBCONTRACTOR COST OR PRICE DATA -- MODIFICATIONS--SEALED BIDDING Aug-20 52.214-29 ORDER OF PRECEDENCE - SEALED BIDDING Jan-86

52.252-2 Clauses Incorporated By Reference (Feb 1998) This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. The full text of a clause may be accessed electronically at this address: www.acquisition.gov

(End of Clause)

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

52.214-34 SUBMISSION OF OFFERS IN THE ENGLISH LANGUAGE Apr-91 52.214-35 SUBMISSION OF OFFERS IN THE U.S. CURRENCY Apr-91 52.219-6 NOTICE OF TOTAL SMALL BUSINESS SET-ASIDE Nov-20 52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS Oct-18 52.219-9 ALT 1 SMALL BUSINESS SUBCONTRACTING PLAN (ALT 1 - (Nov 16)) Jun-20 Large Business Mandatory Submittal Requirement 52.219-14 LIMITATIONS ON SUBCONTRACTING Mar-20 52.219-16 LIQUIDATED DAMAGES - SUBCONTRACTING PLAN Jan-99 52.219-31 NOTICE OF SMALL BUSINESS RESERVE Mar-20 52.219-32 ORDERS ISSUED DIRECTLY UNDER SMALL BUSINESS RESERVES Mar-20 52.219-33 NONMANUFACTURER RULE Mar-20 52.222-3 CONVICT LABOR Jun-03 52.222-4 CONTRACT WORK HOURS AND SAFETY STANDARDS -- OVERTIME COMPENSATION May-18 52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS - SECONDARY SITE OF THE WORK May-14 52.222-6 CONSTRUCTION WAGE RATE REQUIREMENTS Aug-18 Contractor Mandatory Wage Rates Posting 52.222-7 WITHHOLDING OF FUNDS May-14 52.222-8 PAYROLLS AND BASIC RECORDS Aug-18 Contractor Weekly Payroll Submittals 52.222-9 APPRENTICES AND TRAINEES Jul-05 52.222-10 COMPLIANCE WITH COPELAND ACT REQUIREMENTS Feb-88 52.222-11 SUBCONTRACTS (LABOR STANDARDS) May-14 52.222-12 CONTRACT TERMINATION -- DEBARMENT May-14 52.222-13 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS AND RELATED REGULATIONS May-14 52.222-14 DISPUTES CONCERNING LABOR STANDARDS Feb-88 52.222-15 CERTIFICATION OF ELIGIBILITY May-14 52.222-19 CHILD LABOR - COOPERATION WITH AUTHORITIES AND REMEDIES Mar-20 52.222-21 PROHIBITION OF SEGREGATED FACILITIES Feb-99 52.222-26 EQUAL OPPORTUNITY Sep-16 52.222-27 AFFIRMATIVE ACTION COMPLIANCE REQUIREMENTS FOR CONSTRUCTION Apr-15 52.222-32 CONSTRUCTION WAGE RATE REQUIREMENTS - PRICE ADJUSTMENT (ACTUAL METHOD) Aug-18

52.222-35 EQUAL OPPORTUNITY FOR SPECIAL DISABLED VETERANS, VETERANS OF THE VIETNAM ERA, & OTHER ELIGIBLE VETERANS Jun-20

52.222-36 AFFIRMATIVE ACTION FOR WORKERS WITH DISABILITIES Jun-20 52.222-37 EMPLOYMENT REPORTS ON VERTERANS Jun-20 52.222-38 COMPLIANCE WITH VETERANS' EMPLOYMENT REPORTING REQUIREMENTS Feb-16 Contractor Annual Mandatory Reporting Requirement 52.222-40 NOTIFICATION OF EMPLOYEE RIGHTS UNDER THE NATIONAL LABOR RELATIONS ACT Mar-15…