IFB-Solicitation - GRSM 14(3) 112(1).pdf

Contract No.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

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

GREAT SMOKY MOUNTAINS NATIONAL PARK

NATIONAL PARK SERVICE

REHABILTATION OF NINE BRIDGES ON THE TENNESSEE SIDE OF THE PARK

CONTRACTOR:

ADDRESS:

PMIS# 157528

SOLICITATION

IFB No. 693C73- 20-B-000021

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

U.S. Customary Units

STATE Tennessee

COUNTIES Blount & Sevier

PARK Great Smoky Mountains National Park

TYPE OF IMPROVEMENT

Rehabilitation of nine bridges on the Tennessee side of the Park. The work includes asphalt wearing course removal, scour protection around existing abutments and wingwalls, installation of new concrete deck, replacement of the nail-laminated timber decking, cleaning and repointing masonry joints, repaving bridge approaches, rail repairs, and other miscellaneous work.

Project Length Totals

0.24 0.49

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

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

Schedule Area Feet Miles Miles

A □ Sinks Bridge (Structure 5460-013P) 100+73 To 101+39 66 0.01 0.03

A □ Camp Two Bridge (Structure 5460-l 62P) 100+93 To 101+94 101 0.02 0.04

A □ Gatlinburg Bypass Bridge #2 (Structure NIA To NIA 35 0.01 0.01 5460-041P)

A □ Gatlinburg Bypass Bridge #3 (Structure 100+50 To 102+65 215 0.04 0.08 5460-042P)

B □ Elkmont Campground Bridge (Structure 100+00 To 102+90

290 0.05 0.11 5460-048P)

B □ Elkmont Road Bridge at Little River 100+65 To 101+82 117 0.02 0.04 (Structure 5460-04 7P)

C □ Headquarters Residence Bridge 100+00 To 101+88 188 0.04 O.Q7 (Structure 5460-0S0P)

C □ Ramsey Cascades Road Bridge # 1 100+00 To 101+60 160 0.03 0.06 (Structure 5460-060P)

C □ Horse Stable Bridge (Structure 100+00 To 101+25 125 0.02 0.05 5460-078P)

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 2

Checklist for Bid Submission 1 through 2

*SF-1442 Solicitation, Offer, and Award 1 through 4

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-11

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

FEDERAL ACQUISITION REGULATION & TRANSPORTATION ACQUISITION

REGULATION SOLICITATION PROVISIONS & CONTRACT CLAUSES

Index to Federal and Transportation Acquisition Regulations 1 through 7

Representations and Certifications (SAMs online) D-1 through D-3

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-4

Minimum Wage Schedule F-5 through F-13

*General Contract Requirements G-1 through G-7

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-81

Section K K-1 through K-3

Permits Pending

SPECIFICATIONS On CD

Plans 1 through 91 Categorical Exclusion Form (NEPA) 1 through 61 Bridge Inspection Reports (9) See CD/beta.SAM.gov

* Bidder’s Qualifications Form 1 through 7

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

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

NOTICE TO BIDDERS

CONTRACT FORMAT:

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

PROPOSAL BOOKLET AND OFFER SUBMITTAL:

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

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

CONSTRUCTION CONTRACTS:

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

HAZARDOUS MATERIALS IDENTIFICATION AND MATERIAL SAFETY DATA:

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

INTERNET BASED DATA BASES - REQUIRED INPUT:

According to the FAR Subpart 4.1102 contractors MUST be registered in System for Award Management (SAM) prior to contract award. Access the following web site to register:

https://www.sam.gov/.

According to the FAR Subpart 4.1201 contractors MUST complete their Online Annual Representations and Certifications Application prior to contract award online at https://www.sam.gov/.

According to the FAR Subpart 22.1302 (b) 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. 2017 VETS-4212 Filing Cycle Effective August 1, 2017 and ends on September 30, 2018, Customers will no longer be able to electronically file a VETS-4212 Report. Customers may still file, but must first download the form from the VETS website http://www.dol.gov/vets/vets4212.htm, fill out the form and mail or email it to: VETS-4212 Service Center C/O Department of Labor National Contact Center (DOL-NCC), 7425 Boston Blvd, Springfield, VA (866) 237-0275 Or email to: VETS4212-customersupport@dol.gov.

PAYMENT:

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

PROGRESS PAYMENTS:

ALL payments will be made via Electronic Funds Transfer (EFT) as such; the payment information in the CCR must be accurate in order for contractors' invoices to be considered proper invoices for the purpose of prompt payment under DOT contracts. Contractors must input and maintain (update as necessary) their EFT information in the CCR database. Offerors are advised that under FAR Clause 52.232-5, Payments Under Fixed Price Construction Contracts, upon request, progress payments will https://www.sam.gov/ http://www.dol.gov/vets/vets4212.htm http://www.dol.gov/vets/vets4212.htm mailto:VETS4212-customersupport@dol.gov

NOTICE TO BIDDERS

include premiums paid by the Contractor to obtain performance and payment bonds as required under this contract. These payments shall not be made in addition to the contract price. As specified in the FP, “Section 151 - MOBILIZATION", payments for performance and payment bond premiums shall be included in mobilization.

WELFARE-TO-WORK INITIATIVE:

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

INCREASING SEAT BELT USE IN THE UNITED STATES:

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

OBTAINING BID DOCUMENTS:

Bid documents will not be mailed. All bid documents are available for direct download from the 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 SAID

CHANGES.

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

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

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

2. Standard Form 1442: Solicitation, Offer and Award

a. Block 14: Name and Address of Bidder.

b. Block 15: Telephone Number of Bidder.

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

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

e. Block 20: Bid is signed and dated.

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

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

b. Corrections initialed.

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

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

BE COMPLETED ELECTRONICALLY PRIOR TO CONTRACT AWARD.

7. System for Award Management (SAM): The Contractor is currently registered in the Internet-Based SAM database at https://www.sam.gov/. If contractor elects to not have SAM viewed by public they must submit a copy with Bidder’s Qualification Package.

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

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

VETS 4212 Filing Cycle Effective August 1, 2017 and ends on September 30, 2018, Customers will no longer be able to electronically file a VETS 4212 Report. Customers may still file, but must first download the form from the VETS website http://www.dol.gov/vets/programs/fcp/vets-4212.pdf, fill out the form and mail or email it to: vets-4212 Service Center, In Care of: Department of Labor National Contact Center (DOL-NCC), 15000 Conference Center Drive, Suite B0132 Chantilly, VA 20151 (866) 237-0275 Or email to: VETS4212-customersupport@dol.gov.

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

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

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

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

https://www.sam.gov/ https://www.sam.gov/SAM/ http://www.dol.gov/vets/vets4212.htm http://www.dol.gov/vets/programs/fcp/main.htm mailto:VETS4212-customersupport@dol.gov

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Federal Highway Administration

FHWA EASTERN FED LANDS DIVISION

21400 RIDGETOP CIRCLE

STERLING VA 20166-6511

693C73

See Block 7

a. NAME

C. Shawn Long

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

EFLHD.Contracts@dot.gov

See Block 10 x

06/17/2020

693C7320B000021

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

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

GRSM 14(3), 112(1), etc., located in Sevier and Blount Counties, Tennessee in strict accordance with the Solicitation/Contract instructions, notices, clauses, provisions, items listed below, and for the quantities of work actually performed at the unit prices as bid in the Bid Schedule, including all applicable Federal, State, and local taxes.

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

Projects

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

Special Contract Requirements, Section J, pages J-1 through J-81

Plans, Sheets 1 through 91

Categorical Exclusion Form (NEPA), pages 1 through 61

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

Permits pending

11. The Contractor shall begin performance

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

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

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

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

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

10 506 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

07/16/2020

NSN 7540-01-155-3212

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

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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

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

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125

EFLHD-CO

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CONTINUATION OF SF 1442

Block 2:

This project is 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. NEPA (Categorical Exclusion Form)

4. Bridge Inspection Reports (9). See CD/beta.SAM.gov

5. Permits pending

Block 9:

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

∗Block 11:

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 506 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 148 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 173 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 185 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

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

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

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

Block 12A:

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

Block 13:

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

Block 17:

Amounts should be completed as follows:

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

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 FHWA web site. FP-14 versions can be downloaded at the FHWA web site. FHWA web site is http://flh.fhwa.dot.gov/resources/specs/ then click on “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects”.

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

BID SCHEDULE INSTRUCTIONS

PROJECT: NP-GRSM 14(3), 112(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 - $ .

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-10

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B and C (Government Options 1 and 2); see FAR Clauses 52.217-4 and 52.217-5.

The purpose of the multiple schedules and options is to give the Government maximum flexibility in completing the project in a timely manner and at a cost-effective price, by proper utilization of programmed funds and upon receipt of any additional funds required to award the contract. If complete funding is in place at the time of award of Schedule A (Base Contract), the Government may award Schedules B or C (Government Options 1 or 2) at that time.

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

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

Schedule C (Government Option 2): No later than 285 calendar days after the Effective Notice to Proceed for Schedule A (Base Contract) and Schedule B (Government Option 1).

COMPLETION OF WORK

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

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 506 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 148 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 173 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 185 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

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

Bidders are to assume that the award of the contract and approval of the Contractor’s Performance and Payment Bonds (see Block 12a of the SF-1442 and FAR Clause 52.228-

15) may result in the start of construction activities to be no earlier than November 2020.

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

BASIS FOR AWARD

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

Schedule A (Base Contract) Bid Total + Schedule B (Government Option 1) Bid Total + Schedule C (Government Option 2) Bid Total.

B - 1

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

A0050 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0150 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0250 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0350 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

A0450 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

50 LNFT $____________ $____________

A0550 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

150 LNFT $____________ $____________

A0650 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0750 30102-2000 AGGREGATE BASE GRADING C OR D, 6-INCH DEPTH

70 SQYD $____________ $____________

A0850 31302-0000 AGGREGATE-TOPSOIL COURSE

35 SQYD $____________ $____________

A0950 40201-0300 ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS C , PG 64-22

(1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE)

75 TON $____________ $____________

A1050 41202-0000 TACK COAT

70 GAL $____________ $____________

A1150 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

375 SQYD $____________ $____________

A1250 55201-1200 STRUCTURAL CONCRETE, CLASS S (SEAL) (UNDERPINNING)

5 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP–GRSM 14(3),112(1),ETC.

Project Name:Rehabilitation of Nine Bridges on the Tennessee Side of the Park

B - 2

A1350 55220-0000 REPAIR CONCRETE (TOP OF DECK - STRUCTURE #5460-042P)

10 SQYD $____________ $____________

A1450 55220-0000 REPAIR CONCRETE (STRUCTURE #5460-042P)

45 SQYD $____________ $____________

A1550 55235-0000 EXPANSION JOINTS (ASPHALTIC PLUG)

55 LNFT $____________ $____________

A1650 55235-0000 EXPANSION JOINTS (PRE-COMPRESSED FOAM-SUPPORTED SILICONE SEAL)

75 LNFT $____________ $____________

A1750 55501-0000 STRUCTURAL STEEL (STEEL ARMOR WITH CONCRETE ATTACHMENTS)

ALL LPSM $___LPSM_____ $____________

A1850 55601-0300 BRIDGE RAILING, ALUMINUM, TWO RAIL (REMOVE AND REPLACE -

STRUCTURE #5460-041P)

35 LNFT $____________ $____________

A1950 56901-0000 CONCRETE OVERLAY (POLYESTER POLYMER CONCRETE, 1-INCH DEPTH)

265 SQYD $____________ $____________

A2050 61401-0000 LEAN CONCRETE BACKFILL (PIGMENTED)

1 CUYD $____________ $____________

A2150 61704-1000 REPLACEMENT POST, STEEL (ALUMINUM POST)

1 EACH $____________ $____________

A2250 62030-0000 REPOINT STONE MASONRY (STRUCTURE #5460-013P & 5460-042P &

5460-162P)

1,100 LNFT $____________ $____________

A2350 62502-0000 TURF ESTABLISHMENT

35 SQYD $____________ $____________

A2450 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

440 LNFT $____________ $____________

A2550 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

55 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A2650 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

A2750 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

A2850 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

35 LNFT $____________ $____________

A2950 63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

35 LNFT $____________ $____________

A3050 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

310 SQFT $____________ $____________

A3150 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

480 HOUR $____________ $____________

A3250 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

B0050 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0150 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0250 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0350 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

B0450 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

220 LNFT $____________ $____________

B0550 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

470 LNFT $____________ $____________

B0650 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

B0750 20304-9000 REMOVAL OF STREAM DEBRIS

ALL LPSM $___LPSM_____ $____________

B0850 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3

105 TON $____________ $____________

B0950 30102-2000 AGGREGATE BASE GRADING C OR D, 6-INCH DEPTH

65 SQYD $____________ $____________

B1050 31302-0000 AGGREGATE-TOPSOIL COURSE

55 SQYD $____________ $____________

B1150 40201-0300 ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS C , PG 64-22

(1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE)

110 TON $____________ $____________

B1250 41202-0000 TACK COAT

95 GAL $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 5

B1350 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

525 SQYD $____________ $____________

B1450 55201-1200 STRUCTURAL CONCRETE, CLASS S (SEAL) (UNDERPINNING)

1 CUYD $____________ $____________

B1550 55220-0000 REPAIR CONCRETE (BACKWALL - STRUCTURE #5460-048P)

5 SQYD $____________ $____________

B1650 55220-0000 REPAIR CONCRETE (TOP OF DECK - STRUCTURE #5460-048P)

75 SQYD $____________ $____________

B1750 55223-0000 REPAIR CONCRETE (EXPOSED STEEL REBAR REPAIR-EPOXY PAINT)

5 LNFT $____________ $____________

B1850 55235-0000 EXPANSION JOINTS (PRE-COMPRESSED FOAM-SUPPORTED SILICONE SEAL)

65 LNFT $____________ $____________

B1950 55506-0000 MISCELLANEOUS STEEL (DECK DRAINAGE SCUPPER)

4 EACH $____________ $____________

B2050 55901-0000 MEMBRANE WATERPROOFING (STRUCTURE #5460-048P)

295 SQYD $____________ $____________

B2150 56001-0000 REMOVAL OF CONCRETE BY HYDRODEMOLITION (ASPHALT WEARING

SURFACE

295 SQYD $____________ $____________

B2250 56101-0000 STRUCTURAL CONCRETE INJECTION AND CRACK REPAIR

50 LNFT $____________ $____________

B2350 56302-2000 PAINTING, STEEL STRUCTURE (MOISTURE INSENSITIVE EPOXY COATING)

80 SQFT $____________ $____________

B2450 62026-1000 REMOVE AND RESET STONE MASONRY

1 SQYD $____________ $____________

B2550 62030-0000 REPOINT STONE MASONRY (STRUCTURE #5460-047P)

1,200 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 6

B2650 62502-0000 TURF ESTABLISHMENT

55 SQYD $____________ $____________

B2750 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

600 LNFT $____________ $____________

B2850 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

25 EACH $____________ $____________

B2950 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

B3050 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

130 SQFT $____________ $____________

B3150 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

480 HOUR $____________ $____________

B3250 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 7

C0050 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0150 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0250 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0350 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

C0450 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

230 LNFT $____________ $____________

C0550 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

360 LNFT $____________ $____________

C0650 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

C0750 20301-0400 REMOVAL OF BRIDGE (SUPERSTRUCTURE - 5460-060P)

1 EACH $____________ $____________

C0850 20301-0400 REMOVAL OF BRIDGE (SUPERSTRUCTURE - 5460-078P)

1 EACH $____________ $____________

C0950 20803-0000 STRUCTURAL BACKFILL

45 CUYD $____________ $____________

C1050 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3

8 TON $____________ $____________

C1150 30101-4000 AGGREGATE BASE GRADING C OR D

120 TON $____________ $____________

C1250 30102-2000 AGGREGATE BASE GRADING C OR D, 6-INCH DEPTH

60 SQYD $____________ $____________

C1350 30303-2000 AGGREGATE SURFACE RECONDITIONING (EXISTING)

400 SQYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 8

C1450 31302-0000 AGGREGATE-TOPSOIL COURSE

120 SQYD $____________ $____________

C1550 40201-0300 ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS C , PG 64-22

(1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE)

60 TON $____________ $____________

C1650 41202-0000 TACK COAT

90 GAL $____________ $____________

C1750 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

475 SQYD $____________ $____________

C1850 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH (STRUCTURE #5460-050P)

130 SQYD $____________ $____________

C1950 55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 1

24 SQYD $____________ $____________

C2050 55220-0000 REPAIR CONCRETE (TOP OF DECK - STRUCTURE #5460-050P)

35 SQYD $____________ $____________

C2150 55225-0000 CLEAN AND RESEAL JOINTS (POURABLE JOINT - STRUCTURE #5460-050P)

45 LNFT $____________ $____________

C2250 55501-0000 STRUCTURAL STEEL (5460-078P: WATERLINE SUPPORT AND PIPE

INSULATION)

ALL LPSM $___LPSM_____ $____________

C2350 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

(STRUCTURES #5460-60 & 5460-078P)

62,000 LB $____________ $____________

C2450 55601-1300 BRIDGE RAILING, TIMBER (STRUCTURES #5460-60 & 5460-078P)

260 LNFT $____________ $____________

C2550 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (STRUCTURES #5460-60 &

5460-078P)

16 MFBM $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 9

C2650 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (STRUCTRUE #5460-060P:

TIMBER RUNNER)

2 MFBM $____________ $____________

C2750 56101-0000 STRUCTURAL CONCRETE INJECTION AND CRACK REPAIR (BEAMS, CENTER

SPAN - STRUCTURE #5460-050P)

70 LNFT $____________ $____________

C2850 56401-1000 BEARING DEVICE, ELASTOMERIC (STRUCTURES #5460-060P & 5460-078P)

22 EACH $____________ $____________

C2950 56901-0000 CONCRETE OVERLAY (POLYESTER POLYMER CONCRETE, 2 1/2-INCH

DEPTH)

130 SQYD $____________ $____________

C3050 61401-0000 LEAN CONCRETE BACKFILL (STRUCTURES #5460-60 & 5460-078P)

2 CUYD $____________ $____________

C3150 61901-0000 FENCE (TREE PROTECTION)

85 LNFT $____________ $____________

C3250 61905-0000 TREE PLANKING

14 LNFT $____________ $____________

C3350 62030-0000 REPOINT STONE MASONRY (STRUCTURE #5460-078P)

100 LNFT $____________ $____________

C3450 62030-0000 REPOINT STONE MASONRY (STRUCTURE #5460-060P)

175 LNFT $____________ $____________

C3550 62030-0000 REPOINT STONE MASONRY (PARAPETS - STRUCTURE #5460-050P)

1,000 LNFT $____________ $____________

C3650 62502-0000 TURF ESTABLISHMENT

120 SQYD $____________ $____________

C3750 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 10

C3850 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

C3950 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

75 LNFT $____________ $____________

C4050 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

205 SQFT $____________ $____________

C4150 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

290 HOUR $____________ $____________

C4250 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 11

BID SUMMARY

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

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-4 thru B-6) = (2) $________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-7 thru B-10) = (3) $________________

Total Price of Project (for evaluation purposes only)

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

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

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 506 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 148 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 173 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 185 calendar days and will start on the effective date of Schedule C’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

D-1

FEDERAL ACQUISITION REGULATION AND TRANSPORTATION

ACQUISITION PROVISIONS

(Updated through FAC 2020-06)

REPRESENTATIONS AND CERTIFICATIONS

Annual Representations and Certifications. Prospective contractors shall complete electronic annual representations and certifications on-line at this web address:

http://www.sam.gov (See Far 4.1201) the System for Award Management (SAM) database (see FAR 4.1102).

Vets4212 Form must also be filled-in online at http://www.dol.gov/vets/vets4212.htm in accordance with FAR Clause 52.222-37.

CONTRACTORS ARE NOT ELIGIBLE FOR AWARD

WITHOUT COMPLETING THESE REQUIREMENTS.

52.204-8 -- Annual Representations and Certifications (MAR 2020)

(a)(1) The North American Industry Classification System (NAICS) code for this acquisition is 237310.

(2) The small business size standard is 39.5.

(3) The small business size standard for a concern which submits an offer in its own name, other than on a construction or service contract, but which proposes to furnish a product which it did not itself manufacture, is 500 employees.

(b)(1) If the provision at 52.204-7, System for Award Management, is included in this solicitation, paragraph (d) of this provision applies.

(2) If the provision at 52.204-7, System for Award Management, is not included in this solicitation, and the Offeror has an active registration in the System for Award Management (SAM), the Offeror may choose to use paragraph (d) of this provision instead of completing the corresponding individual representations and certifications in the solicitation. The Offeror shall indicate which option applies by checking one of the following boxes:

(i) □ Paragraph (d) applies.

(ii) □ Paragraph (d) does not apply and the offeror has completed the individual representations and certifications in the solicitation.

(c)(1) The following representations or certifications in SAM are applicable to this solicitation as indicated:

(i) 52.203-2, Certificate of Independent Price Determination. This provision applies to solicitations when a firm-fixed-price contract or fixed-price contract with economic price adjustment is contemplated, unless–

(A) The acquisition is to be made under the simplified acquisition procedures in part 13;

(B) The solicitation is a request for technical proposals under two-step sealed bidding procedures; or

(C) The solicitation is for utility services for which rates are set by law or regulation.

(ii) 52.203-11, Certification and Disclosure Regarding Payments to Influence Certain Federal

Transactions. This provision applies to solicitations expected to exceed $150,000.

(iii) 52.203-18, Prohibition on Contracting with Entities that Require Certain Internal Confidentiality Agreements or Statements-Representation. This provision applies to all solicitations.

(iv) 52.204-3, Taxpayer Identification. This provision applies to solicitations that do not include the provision at 52.204-7, System for Award Management.

(v) 52.204-5, Women-Owned Business (Other Than Small Business). This provision applies to solicitations that-

(A) Are…