IFB-Solicitation-NP JFK 1(2) NAMA 16(2) TRL (1).pdf

Contract No.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

NP JFK 1(2) NAMA 16(2) TRL(l)

NATIONAL MALL AND MEMORIAL PARKS

KENNEDY CENTER PEDESTRIAN/BICYCLE TRAIL ACCESS AND SAFETY

IMPROVEMENT, AND REHABILITATION OF ROCK CREEK AND POTOMAC

PARKWAY (ROUTE 16)

CONTRACTOR:

ADDRESS:

PMIS# 211860/215438

SOLICITATION

IFB No. 693C73-20-B-000018

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

Enter Other

STATE District of Columbia

DISTRICT District of Columbia

PARK National Mall and Memorial Parks

TYPE OF IMPROVEMENT

The project consists of asphalt pavement mill and overlay, full-depth asphalt pavement patching, signing, pavement markings, lighting, landscaping, pedestrian tunnel, retaining wall/benches, traffic signal reconstruction and modifications, and other miscellaneous work.

Project Length Totals

2.16 0.00

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

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

Schedule Area Feet Miles Miles

A □ Rock Creek & Potomac Parkway NW To 3,326 0.63 0.00 (Route 16)

A □ Parkway Drive NW To 106 0.02 0.00

Rock Creek Park Trail To

A □ -From Virginia A venue NW to Ohio 4,382 0.83 0.00

Drive NW

Rock Creek Park Trail To

A □ -From Ericsson Memorial to Tidal Basin 3,590 0.68 0.00

Bridge

B □ Traffic signal reconstruction and To 0 0.00 0.00 modifications

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-12

*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 through E-2

*Socioeconomic Program Requirements F-1 through F-4

Minimum Wage Schedule F-5 through F-25

*General Contract Requirements G-1 through G-7

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-61

Section K K-1 through K-3

Permits Obtained for this Project Pending

SPECIFICATIONS On CD

Plans 1 through 208

Categorical Exclusion Form (NEPA) 1 through 44

Storm Water Management Report 1 through 485

* 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 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

necessary) their EFT information in the CCR database. Offerors are advised that under FAR Clause 52.232-5, Payments Under Fixed Price Construction Contracts, upon request, progress payments will include premiums paid by the Contractor to obtain performance and payment bonds as required under this contract. These payments shall not be made in addition to the contract price. As specified in the FP, “Section 151 - MOBILIZATION", payments for performance and payment bond premiums shall be included in mobilization.

WELFARE-TO-WORK INITIATIVE:

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

INCREASING SEAT BELT USE IN THE UNITED STATES:

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

OBTAINING BID DOCUMENTS:

Bid documents will not be mailed. All bid documents are available for direct download from the 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-12)

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

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 8. ADDRESS OFFER TO

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

05/27/2020

693C7320B000018

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

This Invitation for Bids is for the Kennedy Center Pedestrian/Bicycle Trail Project NP JFK 1(2) NAMA 16(2) TRL (1), Solicitation Number 693C73-20-B-000018, located in the District of Columbia. The project consists of Kennedy Center Pedestrian/Bicycle Trail Access and safety improvements, and rehabilitation of Rock Creek and Potomac Parkway (Route 16). The work includes asphalt pavement mill and overlay, full-depth asphalt pavement patching, signing, pavement marking, lighting, landscaping, pedestrian tunnel, retaining wall/benches, and other miscellaneous work.

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

Bid Schedule, Section B - pages B-1 through B-12.

Special Contract Requirements, Section J - pages J-1 through J-61.

Plans, Sheets 1 through 208.

Categorical Exclusion Form (NEPA), pages 1 through 44.

Storm Water Management Report, pages 1 through 485.

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.)

10 430 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

06/30/2020

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. Stormwater Management Report

4. Categorical Exclusion Form (NEPA)

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, the performance period to complete all contract work will be 430 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 430 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 55 calendar days and will start on the effective date of Schedule B’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.

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

CONTINUATION OF SF 1442

Notice to Proceed will be issued within 30 days following receipt of acceptable performance and payment bonds with the start of construction activities to be no earlier than September 2020. (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 (Government Option 1) - $

Other:

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

Responsibility of bidders shall be evaluated in accordance with the information provided on the Bidder's Qualification Form, which can be downloaded from 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 JFK 1(2) NAMA 16(2) TRL (1)

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 - $ .

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-10

Schedule B (Government Option 1) - Page B-11

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedule B (Government Option 1); 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 Schedule B (Government Option 1) at that time. If additional funding is required for the award of Schedule B (Government Option 1), and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedule B (Government Option 1) at the unit prices bid no later than 30 days.

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, the performance period to complete all contract work will be 430 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 430 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 55 calendar days and will start on the effective date of Schedule B’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 September 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.

B - 1

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1020 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A1040 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1060 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

104 LNFT $____________ $____________

A1100 15705-1500 SOIL EROSION CONTROL, COMPOST SOCK

2,780 LNFT $____________ $____________

A1120 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

27 EACH $____________ $____________

A1140 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT (STABILIZED

CONSTRUCTION ENTRANCE)

3 EACH $____________ $____________

A1160 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A1180 20103-0000 CLEARING AND GRUBBING

5,700 SQYD $____________ $____________

A1200 20217-0000 TREE ROOT PRUNING

1,053 LNFT $____________ $____________

A1220 20220-1000 REMOVAL, INDIVIDUAL TREE (26-30" DBH)

2 EACH $____________ $____________

A1240 20220-1000 REMOVAL, INDIVIDUAL TREE (21-25" DBH)

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP JFK1(2), NAMA 16(2), TRL(1) Project Name:Kennedy Center Ped/Bicycle Trail & Rehab Rock Creek & Potomac Pkwy

B - 2

A1260 20220-1000 REMOVAL, INDIVIDUAL TREE (40-45" DBH)

1 EACH $____________ $____________

A1280 20220-1000 REMOVAL, INDIVIDUAL TREE (16-20" DBH)

3 EACH $____________ $____________

A1300 20220-1000 REMOVAL, INDIVIDUAL TREE (Under 10" DBH)

2 EACH $____________ $____________

A1320 20220-1000 REMOVAL, INDIVIDUAL TREE (31-35" DBH)

1 EACH $____________ $____________

A1340 20301-1500 REMOVAL OF LIGHT POLE (Lighting)

24 EACH $____________ $____________

A1360 20301-3800 REMOVAL OF ELECTRICAL JUNCTION BOX

13 EACH $____________ $____________

A1380 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

320 LNFT $____________ $____________

A1400 20302-2310 REMOVAL OF CABLE LINE

4,530 LNFT $____________ $____________

A1420 20303-1600 REMOVAL OF PAVEMENT, ASPHALT (6-INCH DEPTH)

1,150 SQYD $____________ $____________

A1440 20303-3000 REMOVAL OF SIDEWALK, ASPHALT (TRAILS)

4,730 SQYD $____________ $____________

A1460 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

220 SQYD $____________ $____________

A1480 20401-0000 ROADWAY EXCAVATION (TRAILS AND BELVEDERE)

1,310 CUYD $____________ $____________

A1500 20402-0000 SUBEXCAVATION

300 CUYD $____________ $____________

A1520 20410-0000 SELECT BORROW (FOR PEDESTRIAN TUNNEL)

308 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A1540 20441-0000 WASTE (CONTAMINATED SOIL)

491 CUYD $____________ $____________

A1560 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

5,638 SQYD $____________ $____________

A1580 20702-1000 GEOTEXTILE FILTER, CLASS 2, TYPE E (FOR PEDESTRIAN TUNNEL)

405 SQYD $____________ $____________

A1600 20704-0000 GEOMEMBRANE (IMPERMEABLE MEMBRANE,SWM)

45 SQYD $____________ $____________

A1620 25801-0000 REINFORCED CONCRETE RETAINING WALL (CONCRETE FOUNDATION

WALL FOR WOODEN BENCH)

1,280 SQFT $____________ $____________

A1640 30101-0000 AGGREGATE BASE (AGGREGATE BASE C or D)

700 TON $____________ $____________

A1660 30103-0000 AGGREGATE BASE (#57 STONE)

670 CUYD $____________ $____________

A1680 40101-0300 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 3 TO <30 MILLION ESAL

2,160 TON $____________ $____________

A1700 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

610 TON $____________ $____________

A1720 40101-0700 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 3 TO <30 MILLION ESAL

85 TON $____________ $____________

A1740 41201-0000 TACK COAT

6 TON $____________ $____________

A1760 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

19,500 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

A1780 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

635 SQYD $____________ $____________

A1800 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

222 CUYD $____________ $____________

A1820 55210-0000 PRECAST STRUCTURAL CONCRETE

75 CUYD $____________ $____________

A1840 55401-1000 REINFORCING STEEL

65,340 LB $____________ $____________

A1860 56003-0000 REMOVAL OF CONCRETE BY HYDRODEMOLITION

ALL LPSM $___LPSM_____ $____________

A1880 60103-4000 CONCRETE, FOUNDATION, LIGHT POLE

56 EACH $____________ $____________

A1900 60201-0600 18-INCH PIPE CULVERT

10 LNFT $____________ $____________

A1920 60403-1300 INLET, FLH TYPE 5A MODIFIED (GRATE INLET ALONG PARKWAY; MATCH

IN-KIND)

1 EACH $____________ $____________

A1940 60406-0000 INLET ADJUSTMENT

1 EACH $____________ $____________

A1960 60407-0000 CAPPING INLETS AND MANHOLES

1 EACH $____________ $____________

A1980 60411-0000 INLET MODIFICATION (PIPE SCREEN 12"-36")

5 EACH $____________ $____________

A2000 60413-0000 TRENCH DRAIN

12 LNFT $____________ $____________

A2020 60501-0000 STANDARD UNDERDRAIN SYSTEM

132 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 5

A2040 60510-0400 4-INCH OUTLET PIPE (FOR TRENCH DRAIN OUTFALL)

33 LNFT $____________ $____________

A2060 60703-0000 CLEANING CULVERTS IN PLACE

210 LNFT $____________ $____________

A2080 60706-0000 CLEANING DRAINAGE STRUCTURE (CLEANING INLETS)

20 EACH $____________ $____________

A2100 60901-3100 CURB, STONE, TYPE 1, 8-INCH DEPTH (STONE CURB TRANSITION TO 8")

20 LNFT $____________ $____________

A2120 60901-4000 CURB, STONE, TYPE 1, 16-INCH DEPTH (GRANITE CURB)

670 LNFT $____________ $____________

A2140 60911-0500 RECONDITION CURB (POWER WASH CURB)

13,600 LNFT $____________ $____________

A2160 61102-0450 3/4-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) (RELOCATE OR

REPLACE IRRIGATION LINE)

1,000 LNFT $____________ $____________

A2180 61501-0100 SIDEWALK, CONCRETE

130 SQYD $____________ $____________

A2200 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

210 SQYD $____________ $____________

A2220 61501-1200 SIDEWALK, POROUS ASPHALT (SURFACE COURSE AND BASE COURSE

COMBINED)

3,780 SQYD $____________ $____________

A2240 61504-4000 ACCESSIBILITY RAMP, STONE

50 SQYD $____________ $____________

A2260 61506-2000 PAVING, COBBLESTONE

380 SQYD $____________ $____________

A2280 61508-0100 RESET COBBLESTONE PAVERS

1,120 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 6

A2300 61509-0000 DETECTABLE WARNING PANELS (GRANITE)

28 SQYD $____________ $____________

A2320 62002-0000 STONE MASONRY (FOR TUNNEL PORTAL)

82 SQYD $____________ $____________

A2340 62010-1000 STONE MASONRY GUARDWALL (RECONSTRUCT CONCRETE COPING)

2,000 LNFT $____________ $____________

A2360 62403-0000 FURNISHING AND PLACING TOPSOIL (2-INCH DEPTH)

5 CUYD $____________ $____________

A2380 62403-0000 FURNISHING AND PLACING TOPSOIL (6-INCH DEPTH)

176 CUYD $____________ $____________

A2400 62403-0000 FURNISHING AND PLACING TOPSOIL (12-INCH DEPTH, SUBSOIL)

352 CUYD $____________ $____________

A2420 62403-0000 FURNISHING AND PLACING TOPSOIL (4-INCH DEPTH)

407 CUYD $____________ $____________

A2440 62502-0000 TURF ESTABLISHMENT

5,219 SQYD $____________ $____________

A2460 62614-0250 NARCISSUS PSEUDONARCISSUS, DAFFODIL VARITY KING ALFRED, 12-INCH

TO 18-INCH HEIGHT, CONTAINER GROWN (DII BULB)

12,016 EACH $____________ $____________

A2480 62617-0550 QUERCUS PHELLOS, WILLOW OAK, 2-INCH TO 2 1/2-INCH CALIPER, BALLED

AND BURLAPPED (3-INCH TO 3 1/2-INCH CALIPER)

4 EACH $____________ $____________

A2500 62621-0100 ULMUS AMERICANA (WASHINGTON), AMERICAN ELM, 2-INCH TO 2 1/2-INCH

CALIPER, BALLED AND BURLAPPED (3-INCH TO 3 1/2-INCH CALIPER)

9 EACH $____________ $____________

A2520 63302-0000 SIGN SYSTEM (WAYFINDING SIGNS)

117 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 7

A2540 63302-0000 SIGN SYSTEM (TYPE IX RETROREFLECTIVE SHEETING)

270 SQFT $____________ $____________

A2560 63401-0000 PAVEMENT MARKINGS (PAVEMENT MARKINGS, TYPE D, DOTTED)

430 LNFT $____________ $____________

A2580 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (SOLID PAVEMENT MARKINGS

INCLUDE WHITE SOLID 6", YELLOW SOLID 6", WHITE 12", WHITE 24")

25,740 LNFT $____________ $____________

A2600 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

13,130 LNFT $____________ $____________

A2620 63405-0050 PAVEMENT MARKINGS, SYMBOLS (PEDESTRAIN PAVEMENT BIKE AND

CROSSING SYMBOL)

3 EACH $____________ $____________

A2640 63405-1300 PAVEMENT MARKINGS, TYPE D, TURN ARROW

4 EACH $____________ $____________

A2660 63405-1450 PAVEMENT MARKINGS, TYPE D, "ONLY" WORD MESSAGE

2 EACH $____________ $____________

A2680 63502-0300 TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE C

2 EACH $____________ $____________

A2700 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

302 EACH $____________ $____________

A2720 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

A2740 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

42 LNFT $____________ $____________

A2760 63503-0450 TEMPORARY TRAFFIC CONTROL, WATER-FILLED BARRIER

2,130 LNFT $____________ $____________

A2780 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

556 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 8

A2800 63503-0900 TEMPORARY TRAFFIC CONTROL, SNOW FENCE

1,226 LNFT $____________ $____________

A2820 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (FOR MAINTENANCE OF

TRAFFIC & LANDSCAPING)

6,943 LNFT $____________ $____________

A2840 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

801 SQFT $____________ $____________

A2860 63504-3000 TEMPORARY TRAFFIC CONTROL, STEEL PLATES (TEMPORARY TURF DECK)

2,454 SQFT $____________ $____________

A2880 63601-3000 SYSTEM INSTALLATION, ELECTRICAL (SERVICE PANELS & ENCLOSURE)

ALL LPSM $___LPSM_____ $____________

A2900 63603-0100 SYSTEM INSTALLATION, ELECTRICAL COMPANY COMPENSATION

ALL CTSM $___CTSM_____ $15,000.00

A2920 63610-1000 CONDUIT, 1 1/2-INCH, PVC

280 LNFT $____________ $____________

A2940 63610-1100 CONDUIT, 1 1/2-INCH, RIGID GALVANIZED STEEL

670 LNFT $____________ $____________

A2960 63610-2200 CONDUIT, 3-INCH, PVC

6,100 LNFT $____________ $____________

A2980 63610-2300 CONDUIT, 3-INCH, RIGID GALVANIZED STEEL

830 LNFT $____________ $____________

A3000 63611-0300 WIRE, ELECTRICAL CONDUCTORS, 10 AWG (GROUNDWIRE)

830 LNFT $____________ $____________

A3020 63611-0300 WIRE, ELECTRICAL CONDUCTORS, 10 AWG

1,620 LNFT $____________ $____________

A3040 63611-0800 WIRE, ELECTRICAL CONDUCTORS, 2 AWG (GROUNDWIRE)

7,700 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 9

A3060 63611-0800 WIRE, ELECTRICAL CONDUCTORS, 2 AWG

31,300 LNFT $____________ $____________

A3080 63612-0000 LUMINAIRE (TEARDROP LUMINAIRE)

4 EACH $____________ $____________

A3100 63612-0100 LUMINAIRE, TYPE A (515w DAYTIME UNDERDECK)

22 EACH $____________ $____________

A3120 63612-0200 LUMINAIRE, TYPE B (52w NIGHTTIME UNDERDECK)

4 EACH $____________ $____________

A3140 63612-0300 LUMINAIRE, TYPE C

16 EACH $____________ $____________

A3160 63612-0700 LUMINAIRE, GLOBE, TYPE TWIN 20 LIGHT STANDARD

110 EACH $____________ $____________

A3180 63620-0000 POLE (30' TEARDROP POLE)

1 EACH $____________ $____________

A3200 63620-0400 POLE, TYPE TWIN 20 LIGHT STANDARD

55 EACH $____________ $____________

A3220 63621-1000 UTILITY BOX, PULLBOX

7 EACH $____________ $____________

A3240 63621-3000 UTILITY BOX, JUNCTION BOX (SURFACE MOUNTED SPLICE BOX)

30 EACH $____________ $____________

A3260 63621-3000 UTILITY BOX, JUNCTION BOX (24X36 JUNCTION BOX)

2 EACH $____________ $____________

A3280 63621-3000 UTILITY BOX, JUNCTION BOX

69 EACH $____________ $____________

A3300 63640-0700 RELOCATE ELECTRICAL LINE (DDOT LIGHTING CONDUIT AND CABLE)

ALL LPSM $___LPSM_____ $____________

A3320 63701-0000 FIELD OFFICE

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 10

A3340 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

A3360 64502-0000 LOCATE UTILITIES (TEST PITS)

10 EACH $____________ $____________

A3380 64604-3000 FIXTURE, PEDESTRIAN RAILING

1,986 LNFT $____________ $____________

A3400 64631-0000 ROADSIDE DEVELOPMENT (WOODEN BENCH)

850 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 11

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

B5000 63601-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL

ALL LPSM $___LPSM_____ $____________

B5020 63603-0100 SYSTEM INSTALLATION, ELECTRICAL COMPANY COMPENSATION

ALL CTSM $___CTSM_____ $30,000.00

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 12

BID SUMMARY

Project NP JFK 1(2) NAMA 16(2) TRL (1)

(1) Schedule A (Base Contract) Bid Total (from Page B-10) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-11) = (2) $____________________

Total Price of Project (for evaluation purposes only)

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

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

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 430 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 430 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 55 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

BID BOND

(See instructions on reverse)

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

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

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PERCENT

OF BID

PRICE

PENAL SUM OF BOND

AMOUNT NOT TO EXCEED

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

BID IDENTIFICATION

BID DATE INVITATION NUMBER

PRINCIPAL

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1. 2.

2.

3.

3.

(Seal) (Seal) (Seal) Corporate Seal

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

NAME(S)

(Typed)

1.

1.

2.

2.

(Seal) (Seal)

CORPORATE SURETY(IES)

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

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

FOR (Construction, Supplies or Services)

OBLIGATION:

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

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

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

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

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

WITNESS:

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

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

Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 1 hour to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F Street, NW, Washington, DC 20405.

JOINT VENTURE

OTHER (Specify)

PARTNERSHIPINDIVIDUAL

CORPORATION

INSTRUCTIONS

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

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

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

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

(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY(IES)." In the space designated "SURETY(IES)" on the face of the form, insert only the letter identifier corresponding to each of the sureties. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.

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

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

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

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

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

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

Corporate Seal

LIABILITY LIMIT ($)STATE OF INCORPORATION

2.

2.

1.

1.NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

STANDARD FORM 24 (REV. 8/2016) BACK

CONTRACT CLAUSES INDEX

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

(Updated thru FAC 2020-05 on 3/30/2020)

FAR & TAR CLAUSES INCORPORATED BY REFERENCE

CLAUSE TITLE DATE REMARKS

52.202-1 DEFINITIONS Nov-13 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 Sep-06 52.203-7 ANTI-KICKBACK PROCEDURES May-14 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 Oct-10 52.203-13 CONTRACTOR CODE OF BUSINESS ETHICS AND CONDUCT Oct-15 52.203-14 DISPLAY OF HOTLINE POSTER(S) Oct-15 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 Oct-18 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 Jul-15 52.204-17 OWNERSHIP OR CONTROL OF OFFEROR Oct-16 52.204-18 COMMERCIAL AND GOVERNMENT ENTITY CODE MAINTENANCE Jul-16 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 Oct-15

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)) Oct-10 52.214-27 PRICE REDUCTION FOR DEFECTIVE COST OR PRICING DATA - MODIFICATIONS - SEALED BIDDING Aug-11 52.214-28 SUBCONTRACTOR COST OR PRICE DATA -- MODIFICATIONS--SEALED BIDDING Oct-10

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.arnet.gov/far/

(End of Clause)

(Updated thru FAC 2020-05 on 3/30/2020)

52.214-29 ORDER OF PRECEDENCE - SEALED BIDDING Jan-86 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 Mar-20 52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS Oct-18 52.219-9 ALT 1 SMALL BUSINESS SUBCONTRACTING PLAN (ALT 1 - (Nov 16)) Jan-17 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…