IFB Solicitation - NP-GWMP 6(1) 7(2).pdf

SOLICITATION

IFB No. 693C73- 20-B-000013

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NP-GWMP 6(1), 7(2)

GEORGE WASHINGTON MEMORIAL PARKWAY

REHABILITATION OF CLARA BARTON PARKWAY AND RAMPS FROM

MACARTHUR BOULEVARD TO CHAIN BRIDGE

Contract No.

PMIS# 2511513

ADDRESS:

CONTRACTOR:

STATES Maryland and the District of Columbia

COUNTY Montgomery

PARK George Washington Memorial Parkway

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

Feet Route Miles

Lane Miles

A Carderock Access Rd and Ramps 131+00 To 146+00 1,320 0.25 0.50

A WB Ramps at Carderock 131+00 To 146+00 1,795 0.34 0.34

A EB Ramps and Spur at Carderock 131+00 To 146+00 1,742 0.33 0.33

A Cabin John Access Rd and Ramps 256+00 To 270+00 1,109 0.21 0.42

A WB Ramps at Cabin John Access Rd 256+00 To 270+00 1,584 0.30 0.30

A EB Ramps at Cabin John Access Rd 256+00 To 270+00 1,426 0.27 0.27

A MacArthur Blvd Access Ramps 317+00 To 325+00 1,109 0.21 0.42

B WB Clara Barton Parkway 100+22 To 437+45 33,723 6.39 10.87

B EB Clara Barton Parkway 100+22 To 433+79 0.00 10.74

B ■ Lock 10 Parking Area 15,517 0.00 0.27

B ■ Lock 8 Parking Area 24,384 0.00 0.42

B ■ Lock 7 Parking Area 6,503 0.00 0.11

B ■ Sycamore Island Parking Area 6,411 0.00 0.11

B ■ Lock 6 Parking Area 17,670 0.00 0.30

C WB Clara Barton Parkway 437+45 To 464+40 2,705 0.51 0.51

C EB Clara Barton Parkway 433+79 To 460+74 0.00 0.51

C ■ Chain Bridge Parking Area 10,426 0.00 0.18

Project Length Totals 8.81 26.60

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

TYPE OF IMPROVEMENT

Asphalt pavement milling and overlay, full depth asphalt pavement patching, concrete deck repair, culvert replacement, riprap, underdrain, guardrail replacement, signing, pavement markings, 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 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

*Socioeconomic Program Requirements F-1 through F-4

Minimum Wage Schedule F-5 through F-27

*General Contract Requirements G-1 through G-7

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-41

Section K K-1 through K-3

Permits Obtained for this Project Pending

SPECIFICATIONS On CD

Plans 1 through 231 Bridge Inspection Reports (7) see CD/beta.SAM.gov CE_GWMP 6(1) 7(2)_EFLHD 1 through 11 CE_GWMP 6(1) 7(2)_NPS 1 through 4 Pavement Report No. FY18-01_Addendum 1 through 2 Pavement Report No. FY18-01_FINAL 1 through 63 PEPCO Procedure for Working in Close Proximity to

Underground Transmission Facilities 1 through 5

* Bidder’s Qualifications Form 1 through 7

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

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

NOTICE TO BIDDERS

CONTRACT FORMAT:

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

FAR provisions and clauses incorporated by reference can be accessed on the Internet website at https://www.acquisition.gov/. Bidders are encouraged to review the documents thoroughly before bidding.

PROPOSAL BOOKLET AND OFFER SUBMITTAL:

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

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

CONSTRUCTION CONTRACTS:

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

HAZARDOUS MATERIALS IDENTIFICATION AND MATERIAL SAFETY DATA:

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

INTERNET BASED DATA BASES - REQUIRED INPUT:

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

https://www.sam.gov/.

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

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

PAYMENT:

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

PROGRESS PAYMENTS:

ALL payments will be made via Electronic Funds Transfer (EFT) as such; the payment information in the CCR must be accurate in order for contractors' invoices to be considered proper invoices for the purpose of prompt payment under DOT contracts. Contractors must input and maintain (update as necessary) their EFT information in the CCR database. Offerors are advised that under FAR Clause 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

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 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Federal Highway Administration

FHWA EASTERN FED LANDS DIVISION

21400 RIDGETOP CIRCLE

STERLING VA 20166-6511

693C73

See Block 7

a. NAME

C. Shawn Long

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

EFLHD.Contracts@dot.gov

See Block 10 x

04/09/2020

693C7320B000013

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

This Invitation for Bids is for the George Washington Memorial Parkway Project

NP-GWMP 6(1), 7(2), located in Montgomery County, Maryland and the District of Columbia 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-41

Plans, sheets 1 through 231

Bridge Inspection Reports (7), see CD/beta.SAM.gov

CE_GWMP 6(1) 7(2)_EFLHD, pages 1 through 11

CE_GWMP 6(1) 7(2)_NPS, pages 1 through 4

Pavement Report No. FY18-01_Addendum, pages 1 through 2

Pavement Report No. FY18-01_FINAL, pages 1 through 63

PEPCO Procedure for Working in Close Proximity to Underground Transmission Facilities, pages 1 through 5

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.)

10 150 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

05/12/2020

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. Bridge Inspection Reports (7)

4. CE_GWMP 6(1) 7(2)_EFLHD

5. CE_GWMP 6(1) 7(2)_NPS

6. Pavement Report No. FY18-01_Addendum

7. Pavement Report No. FY18-01_FINAL

8. PEPCO Procedure for Working in Close Proximity to Underground Transmission Facilities

9. Permits, pending

Block 9:

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

∗Block 11:

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 150 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 55 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 195 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

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

CONTINUATION OF SF 1442

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 30 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

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

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

Notice to Proceed will be issued within 30 days following receipt of acceptable performance and payment bonds with the start of construction activities to be no earlier than July 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 (Option 1) - $ Schedule C (Option 2) - $

Other:

The estimated price of the entire project is expected to be greater than $10,000,000.00.

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-GWMP 6(1), 7(2)

BIDDERS PLEASE NOTE: Before preparing the bid, carefully read the Instructions to Bidders. While preparing the bid, comply with the following:

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places, for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount Bid have been inserted by the Government for a pay item, do not change the Unit Bid Price and Amount Bid for the pay item. Determine the Bid Total for each specific individual Schedule of Work by adding the amounts of the listed items, and show in the block provided for that individual Schedule of Work. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, bidders must submit prices for each pay item.

Review Subsection 109.05 of the FP (standard specifications book) regarding scope of payment for direct and indirect payment work.

Fill in the Bid Total(s) for each individual Schedule of Work as directed on the Bid Summary page. Fill in the Evaluation Total Price of Project in the space provided on the Bid Summary page.

The amount in Block 17 of the SF 1442 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

SCHEDULES OF WORK

The Bid Schedule is comprised of the following separate schedules and options of work:

Schedule A (Base Contract) - Pages B-1 thru B-4 Schedule B (Government Option 1) - Pages B-5 thru B-8 Schedule C (Government Option 2) - Pages B-9 thru B-11

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

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

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

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

COMPLETION OF WORK

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

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 150 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 55 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 195 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 30 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

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

Bidders are to assume that the award of the contract and approval of the Contractor’s Performance and Payment Bonds (see Block 12a of the SF-1442 and FAR Clause 52.228-15) may result in the start of construction activities to be no earlier than July 2020. See Subsection 108.01 of the SCR’s for additional details.

BASIS FOR AWARD

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

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

B - 1

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (FILTER LOG)

50 LNFT $____________ $____________

A0120 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

35 EACH $____________ $____________

A0140 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0160 20301-0700 REMOVAL OF DELINEATOR

45 EACH $____________ $____________

A0180 20301-2400 REMOVAL OF SIGN

90 EACH $____________ $____________

A0200 20301-3600 REMOVAL OF RAISED PAVEMENT MARKER

70 EACH $____________ $____________

A0220 20302-1200 REMOVAL OF GUARDRAIL

1,500 LNFT $____________ $____________

A0240 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

20,000 SQYD $____________ $____________

A0260 20401-0000 ROADWAY EXCAVATION

7,500 CUYD $____________ $____________

A0280 20410-0000 SELECT BORROW

2,500 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-GWMP 6(1), 7(2)

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 2

A0300 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

20,000 SQYD $____________ $____________

A0340 30101-4000 AGGREGATE BASE GRADING C OR D

7,500 TON $____________ $____________

A0380 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

PAVEMENT ROUGHNESS)

2,100 TON $____________ $____________

A0420 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

5,500 TON $____________ $____________

A0440 41201-0000 TACK COAT

30 TON $____________ $____________

A0460 55220-0000 REPAIR CONCRETE (TYPICAL SECTION B)

70 SQYD $____________ $____________

A0480 55220-0000 REPAIR CONCRETE (TYPICAL SECTION A)

5 SQYD $____________ $____________

A0500 56202-0000 TEMPORARY SUPPORT STRUCTURE

ALL LPSM $___LPSM_____ $____________

A0520 61701-3900 GUARDRAIL SYSTEM SBTA

1,500 LNFT $____________ $____________

A0540 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

2 EACH $____________ $____________

A0560 61702-1400 TERMINAL SECTION, TYPE SBT TANGENT

2 EACH $____________ $____________

A0580 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

720 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 3

A0600 63309-0000 DELINEATOR

45 EACH $____________ $____________

A0620 63315-0000 RUMBLE STRIP (THERMOPLASTIC)

35 SQYD $____________ $____________

A0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

700 LNFT $____________ $____________

A0660 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

24,000 LNFT $____________ $____________

A0680 63403-0800 PAVEMENT MARKINGS, TYPE H

280 SQFT $____________ $____________

A0700 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE, BI-DIRECTIONAL REFLECTIVE

30 EACH $____________ $____________

A0720 63406-0500 RAISED PAVEMENT MARKER, PLOWABLE, MONO-DIRECTIONAL

REFLECTIVE

40 EACH $____________ $____________

A0740 63502-0100 TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE A

1 EACH $____________ $____________

A0760 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

60 EACH $____________ $____________

A0780 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

8 EACH $____________ $____________

A0800 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

7 EACH $____________ $____________

A0820 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

1 EACH $____________ $____________

A0840 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

24 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 4

A0860 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,400 LNFT $____________ $____________

A0880 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

650 SQFT $____________ $____________

A0900 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 5

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0100 15705-0100 SOIL EROSION CONTROL, SILT FENCE

550 LNFT $____________ $____________

B0120 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

145 LNFT $____________ $____________

B0140 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

75 EACH $____________ $____________

B0160 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

B0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

B0200 20103-0000 CLEARING AND GRUBBING

950 SQYD $____________ $____________

B0220 20301-2400 REMOVAL OF SIGN

185 EACH $____________ $____________

B0240 20301-3600 REMOVAL OF RAISED PAVEMENT MARKER

620 EACH $____________ $____________

B0260 20302-2100 REMOVAL OF PIPE CULVERT

100 LNFT $____________ $____________

B0280 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

21,500 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 6

B0300 20303-1600 REMOVAL OF PAVEMENT, ASPHALT (WITH STEEL MESH REINFORCING)

800 SQYD $____________ $____________

B0320 20401-0000 ROADWAY EXCAVATION

11,000 CUYD $____________ $____________

B0340 20410-0000 SELECT BORROW

7,500 CUYD $____________ $____________

B0360 20425-1000 DITCH, EXCAVATION (SWALE)

1,300 LNFT $____________ $____________

B0380 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

21,500 SQYD $____________ $____________

B0400 25102-0400 PLACED RIPRAP, METHOD A, CLASS 4

700 TON $____________ $____________

B0440 30101-4000 AGGREGATE BASE GRADING C OR D

7,000 TON $____________ $____________

B0480 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

OR TYPE IV PAVEMENT ROUGHNESS)

18,500 TON $____________ $____________

B0500 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

6,600 TON $____________ $____________

B0540 40102-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, WEDGE AND LEVELING COURSE

2,300 TON $____________ $____________

B0600 41201-0000 TACK COAT

160 TON $____________ $____________

B0620 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

153,000 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 7

B0640 60201-1100 42-INCH PIPE CULVERT

90 LNFT $____________ $____________

B0660 60403-1800 INLET, FLH TYPE 6A MODIFIED (TYPE 6A-6, DEPTH> 10 FEET)

1 EACH $____________ $____________

B0680 60403-1800 INLET, FLH TYPE 6A MODIFIED (TYPE 6A-6, DEPTH< 10 FEET)

1 EACH $____________ $____________

B0700 60501-0000 STANDARD UNDERDRAIN SYSTEM

1,500 LNFT $____________ $____________

B0720 62011-0800 STONE MASONRY HEADWALL FOR 42-INCH PIPE CULVERT

2 EACH $____________ $____________

B0740 62502-0000 TURF ESTABLISHMENT

1,700 SQYD $____________ $____________

B0760 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

1,170 SQFT $____________ $____________

B0780 63309-0000 DELINEATOR

40 EACH $____________ $____________

B0800 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

4,800 LNFT $____________ $____________

B0820 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

2,000 LNFT $____________ $____________

B0840 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

222,000 LNFT $____________ $____________

B0860 63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN

63,000 LNFT $____________ $____________

B0880 63403-0800 PAVEMENT MARKINGS, TYPE H

1,100 SQFT $____________ $____________

B0900 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE, BI-DIRECTIONAL REFLECTIVE

220 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 8

B0920 63406-0500 RAISED PAVEMENT MARKER, PLOWABLE, MONO-DIRECTIONAL

REFLECTIVE

400 EACH $____________ $____________

B0940 63502-0100 TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE A

1 EACH $____________ $____________

B0960 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

75 EACH $____________ $____________

B0980 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

6 EACH $____________ $____________

B1000 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

10 EACH $____________ $____________

B1020 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

18 LNFT $____________ $____________

B1040 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

250 SQFT $____________ $____________

B1060 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,900 HOUR $42.10 $79,990.00

B1080 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

6 EACH $____________ $____________

B1100 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 9

C0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

C0100 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

5 EACH $____________ $____________

C0120 20301-2400 REMOVAL OF SIGN

25 EACH $____________ $____________

C0140 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

600 SQYD $____________ $____________

C0160 20401-0000 ROADWAY EXCAVATION

300 CUYD $____________ $____________

C0180 20410-0000 SELECT BORROW

125 CUYD $____________ $____________

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

600 SQYD $____________ $____________

C0220 30101-4000 AGGREGATE BASE GRADING C OR D

200 TON $____________ $____________

C0240 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

OR TYPE IV PAVEMENT ROUGHNESS)

1,000 TON $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 10

C0260 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

200 TON $____________ $____________

C0280 40102-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, WEDGE AND LEVELING COURSE

110 TON $____________ $____________

C0320 41201-0000 TACK COAT

10 TON $____________ $____________

C0340 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

8,000 SQYD $____________ $____________

C0360 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

120 SQFT $____________ $____________

C0380 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

5,500 LNFT $____________ $____________

C0400 63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN

8,500 LNFT $____________ $____________

C0420 63403-0800 PAVEMENT MARKINGS, TYPE H

35 SQFT $____________ $____________

C0440 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

80 EACH $____________ $____________

C0460 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

2 EACH $____________ $____________

C0480 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

6 EACH $____________ $____________

C0500 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 LNFT $____________ $____________

C0520 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

100 SQFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 11

C0540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

160 HOUR $42.10 $6,736.00

C0560 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Rehabilitation of Clara Barton Parkway and ramps from MacArthur Boulevard to Chain Bridge

B - 12

BID SUMMARY

Project NP-GWMP 6(1), 7(2)

(1) Schedule A (Base Contract) Bid Total (from Page B-4) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-8) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-11) = (3) $____________________

Total Price of Project (for evaluation purposes only)

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

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

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 150 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 55 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 195 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 30 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

BID BOND

(See instructions on reverse)

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

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

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PERCENT

OF BID

PRICE

PENAL SUM OF BOND

AMOUNT NOT TO EXCEED

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

BID IDENTIFICATION

BID DATE INVITATION NUMBER

PRINCIPAL

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1. 2.

2.

3.

3.

(Seal) (Seal) (Seal) Corporate Seal

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

NAME(S)

(Typed)

1.

1.

2.

2.

(Seal) (Seal)

CORPORATE SURETY(IES)

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

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

FOR (Construction, Supplies or Services)

OBLIGATION:

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

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

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

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

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

WITNESS:

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

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

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

JOINT VENTURE

OTHER (Specify)

PARTNERSHIPINDIVIDUAL

CORPORATION

INSTRUCTIONS

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

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

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

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

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

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

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

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

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

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

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

Corporate Seal

LIABILITY LIMIT ($)STATE OF INCORPORATION

2.

2.

1.

1.NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

STANDARD FORM 24 (REV. 8/2016) BACK

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…