IFB_Solicitation_-_NP-GREE_11(1).pdf

SOLICITATION

IFB No. 693C73- 19-B-000004

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NP GREE 11(1)

GREENBELT PARK

Contract No.

PMIS# 151314

ADDRESS:

CONTRACTOR:

STATE Maryland

COUNTY Prince George's County

PARK Greenbelt Park

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

Feet Route Miles

Lane Miles

A Roadway and Parking Area To 13,728 2.60 4.23

B Roadway and Parking Area To 14,784 2.80 4.13

Project Length Totals 5.40 8.36

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

TYPE OF IMPROVEMENT

Replacement of damaged perched culverts with a new bridge, roadway and parking area rehabilitation, box culvert installation, and other miscellaneous work.

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 5

Bid Schedule Instructions 1 through 2

*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-2

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-4

Minimum Wage Schedule F-5 through F-10

*General Contract Requirements G-1 through G-6

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-46

Section K K-1 through K-3

Permits Obtained for this Project 1 through 35

SPECIFICATIONS On CD

Plans 1 through 145 ESC_SWM Plans 1 through 97 Geotechnical Report 1 through 59 Hydraulics Report 1 through 91 Pavement Memo_SWI 1 through 30 Pavement Report 1 through 39 Pavement Report_Addendum 1 page SWM_Report 1 through 17 FHWA FONSI 1 through 14 NPS FONSI_SOF 1 through 33 Final EA 1 through 137

* 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 on the GSA website at www.arnet.gov/far/. 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:

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 http://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 http://www.sam.gov/ http://orca.bpn.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 Federal Business Opportunities (FBO) website: http://www.fbo.gov/. Contractors are encouraged to register on the FBO website (for this specific project) in order to receive Email Notifications automatically 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.

http://www.fbo.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 http://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 http://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.

http://www.sam.gov/ http://sam.gov/ 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

Eastern Federal Lands Highway Div.

Acquisitions Office 21400 Ridgetop Circle

EFLHD-AC

Sterling VA 20166-6511

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

11/30/2018

693C7319B000004

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

This Invitation for Bids is for the Greenbelt Park, Project No. NP-GREE 11(1), located in Prince George's County, Maryland 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-12

Special Contract Requirements, Section J - pages J-1 through J-46

Plans, sheets 1 through 145

ESC_SWM Plans, sheets 1 through 97

Geotechnical Report, pages 1 through 59

Hydraulics Report, pages 1 through 91

Pavement Memo_SWI, pages 1 through 30

Pavement Report, pages 1 through 39

Pavement Report_Addendum, 1 page

SWM_Report, pages 1 through 17

FHWA FONSI, pages 1 through 14

Continued ...

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.)

10 345 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

01/08/2019

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

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 5

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

693C7319B000004

NPS FONSI_SOF, pages 1 through 33

Final EA, pages 1 through 137

Permits, pages 1 through 35

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

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. ESC_SWM Plans

4. Geotechnical Report

5. Hydraulics Report

6. Pavement Memo_SWI

7. Pavement Report

8. Pavement Report_Addendum

9. SWM Report

10. FHWA FONSI

11. NPS FONSI_SOF

12. Final EA

13. Permits

Block 9:

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

∗Block 11:

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 345 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 290 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 http://flh.fhwa.dot.gov/resources/design/library

CONTINUATION OF SF 1442

contract, the performance period to complete all Schedule B work will be 60 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.

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 (Government Option 1) - $

Other:

The estimated price is expected to fall within the price range of $5,000,000 to $10,000,000.

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 GREE 11(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-7

Schedule B (Government Option 1) - Pages B-8 thru 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 the contract completion date of Schedule A (Base Contract).

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 345 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 290 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 60 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 January 2019. 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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0120 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0180 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

A0200 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

A0220 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,600 LNFT $____________ $____________

A0240 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

18,000 LNFT $____________ $____________

A0260 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

2 EACH $____________ $____________

A0280 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT (ENTRANCE)

5 EACH $____________ $____________

A0300 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0320 20103-0000 CLEARING AND GRUBBING

4,100 SQYD $____________ $____________

A0340 20220-1000 REMOVAL, INDIVIDUAL TREE

10 EACH $____________ $____________

A0360 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP GREE 11(1)

Project Name:Greenbelt Park

B - 2

A0380 20301-1200 REMOVAL OF HEADWALL

1 EACH $____________ $____________

A0400 20301-2000 REMOVAL OF PIPE END SECTION

3 EACH $____________ $____________

A0420 20301-3400 REMOVAL OF WHEELSTOP

22 EACH $____________ $____________

A0440 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

16 LNFT $____________ $____________

A0460 20302-1200 REMOVAL OF GUARDRAIL

1,200 LNFT $____________ $____________

A0480 20302-2100 REMOVAL OF PIPE CULVERT

400 LNFT $____________ $____________

A0500 20303-2000 REMOVAL OF PAVEMENT, ASPHALT, 4-INCH DEPTH

3,500 SQYD $____________ $____________

A0520 20303-2200 REMOVAL OF PAVEMENT, ASPHALT, 6-INCH DEPTH

18,000 SQYD $____________ $____________

A0540 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

3 SQYD $____________ $____________

A0560 20401-0000 ROADWAY EXCAVATION

4,500 CUYD $____________ $____________

A0580 20402-0000 SUBEXCAVATION

70 CUYD $____________ $____________

A0600 20403-0000 UNCLASSIFIED BORROW

70 CUYD $____________ $____________

A0620 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

22,000 SQYD $____________ $____________

A0640 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C

200 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A0660 20801-0000 STRUCTURE EXCAVATION

1,105 CUYD $____________ $____________

A0680 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3

300 TON $____________ $____________

A0700 25102-0400 PLACED RIPRAP, METHOD A, CLASS 4

710 TON $____________ $____________

A0720 30103-4000 AGGREGATE BASE GRADING C OR D

4,380 CUYD $____________ $____________

A0760 31303-0000 AGGREGATE-TOPSOIL COURSE

370 CUYD $____________ $____________

A0780 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

ROUGHNESS TYPE IV)

520 TON $____________ $____________

A0800 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

ROUGHNESS TYPE III-B)

1,600 TON $____________ $____________

A0820 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (PG 64-22)

3,100 TON $____________ $____________

A0840 40102-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, WEDGE AND LEVELING COURSE (PG 64-22)

170 TON $____________ $____________

A0880 41201-0000 TACK COAT

18 TON $____________ $____________

A0900 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

6,000 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

A0920 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

400 SQYD $____________ $____________

A0940 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (CONCRETE TO FILL CMU)

10 CUYD $____________ $____________

A0960 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE)

45 CUYD $____________ $____________

A0980 55302-1000 PRECAST, PRESTRESSED CONCRETE BOX BEAM, TYPE B1-48

560 LNFT $____________ $____________

A1000 55401-2000 REINFORCING STEEL, EPOXY COATED

4,955 LB $____________ $____________

A1020 55501-0000 STRUCTURAL STEEL (EXPANSION JOINT)

ALL LPSM $___LPSM_____ $____________

A1040 55601-1400 BRIDGE RAILING, TIMBER, STEEL-BACKED (BRIDGE RAILING AND SBTA

GUARDRAIL)

218 LNFT $____________ $____________

A1060 57401-0000 GRS-IBS, GEOSYNTHETIC REINFORCEMENT

4,100 SQYD $____________ $____________

A1080 57402-0000 GRS-IBS, OPEN-GRADED BACKFILL

840 TON $____________ $____________

A1100 57403-0000 GRS-IBS, CONCRETE MASONRY UNIT

230 SQYD $____________ $____________

A1120 60103-0000 CONCRETE, HEADWALL (FOR 7 FEET SPAN, 4 FEET RISE REINFORCED BOX

CULVERT)

2 EACH $____________ $____________

A1140 60103-0000 CONCRETE, HEADWALL (FOR 10 FEET SPAN, 6 FEET RISE REINFORCED BOX

CULVERT)

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 5

A1160 60103-0200 CONCRETE, HEADWALL FOR 42-INCH PIPE CULVERT (40-INCH PIPE

CULVERT)

1 EACH $____________ $____________

A1180 60103-0300 CONCRETE, HEADWALL FOR 72-INCH PIPE CULVERT

1 EACH $____________ $____________

A1200 60201-0800 24-INCH PIPE CULVERT

400 LNFT $____________ $____________

A1220 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

3 EACH $____________ $____________

A1240 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

10 EACH $____________ $____________

A1260 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (40-INCH PIPE CULVERT)

1 EACH $____________ $____________

A1280 60220-1720 7 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

85 LNFT $____________ $____________

A1300 60220-3050 10 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

45 LNFT $____________ $____________

A1320 60412-1000 REMOVE AND RESET METAL FRAME AND GRATE

1 EACH $____________ $____________

A1340 60709-0000 CLEANING DRAINAGE STRUCTURES IN PLACE

120 LNFT $____________ $____________

A1360 60902-1100 CURB AND GUTTER, CONCRETE, 13-INCH DEPTH

12 LNFT $____________ $____________

A1380 60915-1000 WHEELSTOP, CONCRETE

23 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 6

A1400 61113-0100 WATER SYSTEM, UTILITY COMPANY COMPENSATION (CONTINGENCY)

ALL CTSM $___CTSM_____ $25,000.00

A1420 61504-1000 ACCESSIBILITY RAMP, CONCRETE

4 SQYD $____________ $____________

A1440 61701-4000 GUARDRAIL SYSTEM SBTB

500 LNFT $____________ $____________

A1460 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

20 EACH $____________ $____________

A1480 61902-1900 GATE, METAL, 26 FEET WIDTH

2 EACH $____________ $____________

A1500 62002-0000 STONE MASONRY

200 SQYD $____________ $____________

A1520 62403-0000 FURNISHING AND PLACING TOPSOIL

1,000 CUYD $____________ $____________

A1540 62502-0000 TURF ESTABLISHMENT

8,500 SQYD $____________ $____________

A1560 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

15 SQFT $____________ $____________

A1580 63308-3000 OBJECT MARKER, TYPE 3 (OM3-L/R, ALLUMINIUM PANEL TYPE 2 SHEETING)

12 EACH $____________ $____________

A1600 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

35,000 LNFT $____________ $____________

A1620 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

7 EACH $____________ $____________

A1640 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A1660 63611-1100 WIRE, ELECTRICAL CONDUCTORS, 00 AWG (15 KV SINGLE PHASE 1/0 AND

GROUND IN 4-INCH PVC)

1,300 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 7

A1680 63611-1100 WIRE, ELECTRICAL CONDUCTORS, 00 AWG (30 AMP CIRCUIT ON A 10/4 IN

2-INCH PVC)

110 LNFT $____________ $____________

A1700 63621-3000 UTILITY BOX, JUNCTION BOX

8 EACH $____________ $____________

A1720 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1740 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

A1760 64702-3500 MITIGATION, STORMWATER MANAGEMENT, DRY SWALE (GRAVEL

DIAPHRAGM)

270 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 8

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

B0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0120 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

9,000 LNFT $____________ $____________

B0180 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

3 EACH $____________ $____________

B0200 20103-0000 CLEARING AND GRUBBING

85 SQYD $____________ $____________

B0220 20301-1100 REMOVAL OF GATE

5 EACH $____________ $____________

B0240 20301-2000 REMOVAL OF PIPE END SECTION

3 EACH $____________ $____________

B0260 20301-2400 REMOVAL OF SIGN

3 EACH $____________ $____________

B0280 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

55 LNFT $____________ $____________

B0300 20302-0400 REMOVAL OF CURB, ASPHALT

240 LNFT $____________ $____________

B0320 20303-2000 REMOVAL OF PAVEMENT, ASPHALT, 4-INCH DEPTH

250 SQYD $____________ $____________

B0340 20303-2200 REMOVAL OF PAVEMENT, ASPHALT, 6-INCH DEPTH

13,500 SQYD $____________ $____________

B0360 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

4 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type: Option

B - 9

B0380 20401-0000 ROADWAY EXCAVATION

2,800 CUYD $____________ $____________

B0400 20402-0000 SUBEXCAVATION

60 CUYD $____________ $____________

B0420 20403-0000 UNCLASSIFIED BORROW

60 CUYD $____________ $____________

B0440 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

16,300 SQYD $____________ $____________

B0460 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C

15 SQYD $____________ $____________

B0480 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3

7 TON $____________ $____________

B0500 30103-4000 AGGREGATE BASE GRADING C OR D

3,100 CUYD $____________ $____________

B0540 30302-1000 DITCH RECONDITIONING

350 LNFT $____________ $____________

B0560 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

ROUGHNESS TYPE IV)

1,100 TON $____________ $____________

B0580 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

ROUGHNESS TYPE III-B)

1,200 TON $____________ $____________

B0600 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (PG 64-22)

2,300 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type: Option

B - 10

B0620 40102-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, WEDGE AND LEVELING COURSE (PG 64-22)

360 TON $____________ $____________

B0660 41201-0000 TACK COAT

19 TON $____________ $____________

B0680 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

13,000 SQYD $____________ $____________

B0700 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

400 SQYD $____________ $____________

B0720 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

B0740 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

B0760 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

B0780 60412-1000 REMOVE AND RESET METAL FRAME AND GRATE

2 EACH $____________ $____________

B0800 60709-0000 CLEANING DRAINAGE STRUCTURES IN PLACE

150 LNFT $____________ $____________

B0820 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

260 LNFT $____________ $____________

B0840 60902-1100 CURB AND GUTTER, CONCRETE, 13-INCH DEPTH

50 LNFT $____________ $____________

B0860 61504-1000 ACCESSIBILITY RAMP, CONCRETE

12 SQYD $____________ $____________

B0880 61902-1900 GATE, METAL, 26 FEET WIDTH

5 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type: Option

B - 11

B0900 61904-0000 BOLLARD POST

1 EACH $____________ $____________

B0920 62502-0000 TURF ESTABLISHMENT

1,400 SQYD $____________ $____________

B0940 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

40 SQFT $____________ $____________

B0960 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

36,000 LNFT $____________ $____________

B0980 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

14 EACH $____________ $____________

B1000 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

B1020 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP (WIRE LOOP

ONLY)

1 EACH $____________ $____________

B1040 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type: Option

B - 12

BID SUMMARY

Project NP GREE 11(1)

(1) Schedule A (Base Contract) Bid Total (from Page B-7) = (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 345 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 290 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 60 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: 7/31/2019

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)

SU

R

ET

Y

A

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 25 minutes 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

C-1

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."

SU

R

ET

Y

B

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

SU

R

ET

Y

C

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

D

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

E

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

F

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

G

STANDARD FORM 24 (REV. 8/2016) BACK

C-2

CONTRACT CLAUSES INDEX

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

(Updated thru FAC 2005-101 on 10/26/2018)

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 If applicable 52.204-17 OWNERSHIP OR CONTROL OF OFFEROR Oct-16 If applicable 52.204-18 COMMERCIAL AND GOVERNMENT ENTITY CODE MAINTENANCE Jul-16 If applicable 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 If applicable 52.214-19 CONTRACT AWARD -- SEALED BIDDING-CONSTRUCTION Aug-96 If applicable 52.214-26 ALT 1 AUDIT AND RECORDS -- SEALED BIDDING (ALT 1 - (MAR 09)) Oct-10 If applicable 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 52.214-29 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 Nov-11 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

52.252-2 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 2005-101 on 10/26/2018)

52.219-14 LIMITATIONS ON SUBCONTRACTING Jan-17 52.219-16 LIQUIDATED DAMAGES - SUBCONTRACTING PLAN Jan-99

52.219-29 NOTICE OF SET-ASIDE FOR, OR SOLE SOURCE AWARD TO, ECONOMICALLY DISADVANTAGES WOMEN- OWNED SNALL BUSINESS CONCERNS Dec-15

52.219-30 NOTICE OF SET-ASIDE FOR, OR SOLE SOURCE AWARD TO, WOMEN-OWNED SMALL BUSINESS CONCERNS ELIGIBLE UNDER THE WOMEN-OWNED SMALL BUSINESS PROGRAM Dec-16

52.222-3 CONVICT LABOR Jun-03 52.222-4 CONTRACT WORK HOURS AND SAFETY STANDARDS -- OVERTIME COMPENSATION May-18 52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS - SECONDARY SITE OF THE WORK May-14 52.222-6 CONSTRUCTION WAGE RATE REQUIREMENTS Aug-18 Contractor Mandatory Wage Rates Posting 52.222-7 WITHHOLDING OF FUNDS May-14 52.222-8 PAYROLLS AND BASIC RECORDS Aug-18 Contractor Weekly Payroll Submittals 52.222-9 APPRENTICES AND TRAINEES Jul-05 52.222-10 COMPLIANCE WITH COPELAND ACT REQUIREMENTS Feb-88 52.222-11 SUBCONTRACTS (LABOR STANDARDS) May-14 52.222-12 CONTRACT TERMINATION…