IFB Solicitation - NC NP BLRI 2A16.pdf

Contract No.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

NC NP BLRI 2A16

BLUE RIDGE PARKWAY

REHABILITATION OF THREE BRIDGES BETWEEN MILE MARKER (MM)

223.00 AND 228.00

CONTRACTOR:

ADDRESS:

PMIS# 228076

SOLICITATION

IFB No. 693C73-23-B-000013

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

STATE

COUNTY

AGENCY

North Carolina

ALLEGHANY

Blue Ridge Parkway

TYPE OF IMPROVEMENT

Bridge substructure and superstructure work on Big Pine Creek Bridge #6, Big Pine Creek Bridge #3, and Brush

Creek Bridge #1 between MM 223.00 and MM 228.00. Grading, drainage repair, pavement reconstruction, and other miscellaneous work at the bridge approaches.

Project Length Totals

0.21 0.42

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

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

Sthedule Area Feet Miles Miles

A □ Blue Ridge Parkway 37+08 To 40+37 329 0.06 0.12

B □ Blue Ridge Parkway 4o+l3 To 43+80 367 O.Q7 0.14

C □ Blue Ridge Parkway 21+90 To 26+16 426 0.08 0.16

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 2

Checklist for Bid Submission 1 through 2

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

Statement of Work 1 page

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-16

*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-5

Minimum Wage Schedule F-6 through F-12

*General Contract Requirements G-1 through G-10

Construction Contract Requirements H-1 through H-6

Special Contract Requirements J-1 through J-58

Section K K-1 through K-3

Permits Obtained for the Project Pending

SPECIFICATIONS On The Secure Large File Transfer

Plans 1 through 161 NC NP BLRI 2A16_BIP_Report_5140-077P 1 through 24 NC NP BLRI 2A16_BIP_Report_5140-080P 1 through 23 NC NP BLRI 2A16_BIP_Report_5140-081P 1 through 23 NC NP BLRI 2A16_Scour_Analysis_Report_Amended 1 page Report No. 17-03 - BLRI 2A16S 1 through 86

* Bidder’s Qualifications Form 1 through 7

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

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

NOTICE TO BIDDERS

CONTRACT FORMAT:

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

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

PROPOSAL BOOKLET AND OFFER SUBMITTAL:

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

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

CONSTRUCTION CONTRACTS:

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

HAZARDOUS MATERIALS IDENTIFICATION AND MATERIAL SAFETY DATA:

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

INTERNET BASED DATA BASES - REQUIRED INPUT:

According to FAR Subpart 4.1102 contractors are required to be registered in the System for Award Management (SAM) at the time a bid is submitted. Access the following web site to register: https://www.sam.gov/.

According to FAR Subpart 4.1201 contractors are required to complete electronic annual representations and certifications in SAM accessed via https://www.sam.gov/ as a part of required registration.

According to FAR Subpart 22.1302 (b) federal contractors and sub-contractors MUST complete the required annual Vets-4212 Form in order to be eligible for a contract award. It can be completed on-line at http://www.dol.gov/vets/vets4212.htm. The annual filing period for Form VETS-4212 is August 1 through September 30. Reports filed before August 1 will be treated as part of the previous year's filing cycle. Federal contractors and subcontractors who are required to file a form VETS-4212 can submit their forms electronically by using either the VETS-4212 Reporting Application or batch filing process, or by using the paper form by email or U.S. mail. It is recommended that you file your form electronically at https://vets4212.dol.gov/vets4212. Please visit http://www.dol.gov/vets/vets4212.htm for more information on the reporting process.

PAYMENT:

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

https://www.sam.gov/ https://www.sam.gov/ http://www.dol.gov/vets/vets4212.htm https://vets4212.dol.gov/vets4212 http://www.dol.gov/vets/vets4212.htm

NOTICE TO BIDDERS

PROGRESS PAYMENTS:

ALL payments will be made via Electronic Funds Transfer (EFT) as such; the payment information in SAM must be accurate in order for contractors' invoices to be considered proper invoices for the purpose of prompt payment under DOT contracts. Contractors must input and maintain (update as necessary) their EFT information in the SAM database. Bidders are advised that under FAR Clause 52.232-5, Payments Under Fixed Price Construction Contracts, upon request, progress payments will include premiums paid by the Contractor to obtain performance and payment bonds as required under this contract. These payments shall not be made in addition to the contract price. As specified in the FP, “Section 151 - MOBILIZATION", payments for performance and payment bond premiums shall be included in mobilization.

WELFARE-TO-WORK INITIATIVE:

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

INCREASING SEAT BELT USE IN THE UNITED STATES:

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

OBTAINING BID DOCUMENTS:

Invitation For Bid (IFB) documents will not be mailed. All solicitation documents are available for direct download from the Contract Opportunities website: https://sam.gov/. Contractors are encouraged to register on the website (for this specific project) in order to receive automatic notifications when a document is added or updated for this specific project. All questions about this construction project must be emailed to the following address:

eflhd.contracts@dot.gov.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MONITORING THE WEB PAGES

NOTED ABOVE FOR ALL CHANGES TO THE SOLICITATION AND ACTING ON

THOSE CHANGES.

PLEASE NOTE: For security reasons, individuals requiring access to all government buildings must present a valid photo ID and be escorted to their destination by a Government employee. All visitors attending bid openings are urged to arrive at least 1 hour prior to a scheduled bid opening. All visitors must sign in at the main entrance of the Quantum Park facility and wait to be escorted by a Government employee to Eastern Federal Lands Highway Division (EFLHD) in Suite 200. Visitors must then register with the EFLHD Receptionist. A Government employee will collect all bids. Prior to the bid opening, a Government employee will escort all bidders to the bid opening. Unescorted visitors will be denied entry and no exceptions will be made.

PLEASE NOTE ELECTRONIC BIDS WILL BE ACCEPTED VIA EMAIL

ONLY AT EFLHD.CONTRACTS@DOT.GOV. Bids sent to any other email address besides EFLHD.Contracts@DOT.GOV will not be accepted. Bids will not be accepted via facsmile. Hand-delivered bids are not recommended unless the contractor is also attending the bid opening.

https://sam.gov/ mailto:eflhd.contracts@dot.gov mailto:EFLHD.CONTRACTS@DOT.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.

PLEASE NOTE ELECTRONIC BIDS WILL BE ACCEPTED VIA EMAIL ONLY

AT EFLHD.CONTRACTS@DOT.GOV. Bids sent to any other email address besides EFLHD.Contracts@DOT.GOV will not be accepted. Bids will not be accepted via facsimile. Hand-delivered bids are not recommended.

1. Bid Envelope (If the Bidder elects not to send the bid electronically via email to

EFLHD.Contracts@dot.gov):

a. Addressed as shown in Block 7 of SF-1442

b. In the lower left corner, indicate the following: Solicitation No., Project Name & Number, and mail to Suite E2-3-300, ATTENTION: ACQUISITIONS. If bids are hand-delivered, bring them to the main entrance of Quantum Park, and ask for the Federal Highway Administration (EFLHD) Receptionist to be contacted and an EFLHD representative will come to collect the bid. HAND-

DELIVERED BIDS ARE NOT RECOMMENDED.

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-16)

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.

mailto:EFLHD.CONTRACTS@DOT.GOV mailto:EFLHD.Contracts@DOT.GOV mailto:EFLHD.Contracts@dot.gov

CHECKLIST FOR BID SUBMISSION

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.

6. Bidder's Qualifications form (provided separately as part of the Bid Documents Package).

Form completed, signed and submitted with bid

7. System for Award Management (SAM): The contractor is currently registered in the System For Award Management (SAM) database at https://www.sam.gov/ at the time the bid is submitted. If the contractor elects to not have its active SAM registration viewable by the public, then the contractor must submit a copy with the bid.

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

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

The annual filing period for Form VETS-4212 is August 1 through September 30. Reports filed before August 1 will be treated as part of the previous year's filing cycle. Federal contractors and subcontractors who are required to file a form VETS-4212 can submit their forms electronically by using either the VETS- 4212 Reporting Application or batch filing process, or by using the paper form by email or U.S. mail. It is recommended that you file your form electronically at https://vets4212.dol.gov/vets4212. Please visit http://www.dol.gov/vets/vets4212.htm for more information on the reporting process.

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

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

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

PRIOR TO BID SUBMISSION MAY CAUSE THE BID TO BE REJECTED.

https://www.sam.gov/ https://www.sam.gov/SAM/ http://www.dol.gov/vets/vets4212.htm https://vets4212.dol.gov/vets4212

EFLHD.Contracts@dot.gov

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Federal Highway Administration Eastern Federal Lands Highway Division ATTN: Construction Branch Quantum Park 22001 Loudoun County Parkway Suite E2-2-200 Ashburn, VA 20147

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

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125

EFLHD-CO

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)

Electronic bids will be accepted via email sent to EFLHD.Contracts@dot.gov. Please be sure to indicate the solicitation number, project number, and ATTN: Kaitlin Welch on the subject line of your email. Please note you must include a scanned copy of your official bid bond along with your bid documents if you submit your bid electronically.

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. NC NP BLRI 2A16_BIP_Report_5140-077P

4. NC NP BLRI 2A16_BIP_Report_5140-080P

5. NC NP BLRI 2A16_BIP_Report_5140-081P

6. NC NP BLRI 2A16_Scour_Analysis_Report_Amended

7. Report No. 17-03 - BLRI 2A16S

8. 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:

Maximum Time Allowed for the Contract if Schedules A, B, and C 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 327 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 267 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

mailto:EFLHD.Contracts@dot.gov http://flh.fhwa.dot.gov/resources/design/library

CONTINUATION OF SF 1442

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 310 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 246 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

Contract Award/Notice to Proceed is subject to the receipt of permits.

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. Please note you must include a scanned copy of your official bid bond along with your bid documents if you submit your bid electronically.

Block 17:

Amounts should be completed as follows:

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

Other:

The estimated price is expected to fall within the price range of $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 the Contract Opportunities website located at http://SAM.gov. FP-14 versions can be downloaded at the FHWA web site located at http://flh.fhwa.dot.gov/resources/specs/.

Electronic bids must contain the required signatures (electronic or by hand).

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

BID SCHEDULE INSTRUCTIONS

PROJECT: NC NP BLRI 2A16

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:

Schedule A (Base Contract) - Pages B-1 thru B-5

Schedule B (Government Option 1) - Pages B-6 thru B-10

Schedule C (Government Option 2) - Pages B-11 thru B-15

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 and C (Government Options 1 and 2) at that time. If additional funding is required for the award of Schedules B and C (Government Options 1 and 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 work from the effective date of the Notice to Proceed to contract completion for the various award scenarios.

The maximum number of calendar days allowed (i.e. the contract 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 work will be 327 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 267 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 310 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 246 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 (SCRs). 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 SCRs).

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE

500 LNFT $____________ $____________

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

500 LNFT $____________ $____________

A0120 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

340 LNFT $____________ $____________

A0140 15705-2000 SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

50 LNFT $____________ $____________

A0160 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

A0180 15706-2200 SOIL EROSION CONTROL, FILTER BAG

2 EACH $____________ $____________

A0200 20301-0400 REMOVAL OF BRIDGE (STRUCTURE 5140-080P)

1 EACH $____________ $____________

A0220 20302-1200 REMOVAL OF GUARDRAIL

360 LNFT $____________ $____________

A0240 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

460 SQYD $____________ $____________

A0260 20303-3500 REMOVAL OF STONE MASONRY (STRUCTURE 5140-080P)

257 SQYD $____________ $____________

A0280 20401-0000 ROADWAY EXCAVATION

530 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NC NP BLRI 2A16

Project Name:Rehabilitation of three bridges between mile marker (MM) 223.00 and 228.00

B - 2

A0300 20441-0000 WASTE (SEDIMENT REMOVAL)

45 CUYD $____________ $____________

A0320 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

1,120 SQYD $____________ $____________

A0340 20801-0000 STRUCTURE EXCAVATION (STRUCTURE 5140-080P)

350 CUYD $____________ $____________

A0360 25106-0300 KEYED RIPRAP, METHOD A, CLASS 3

100 TON $____________ $____________

A0380 30101-4000 AGGREGATE BASE GRADING C OR D

290 TON $____________ $____________

A0400 31301-0000 AGGREGATE-TOPSOIL COURSE

140 TON $____________ $____________

A0420 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL , TYPE III-B

ROUGHNESS, PG 64-22

90 TON $____________ $____________

A0440 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

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

115 TON $____________ $____________

A0460 41202-0000 TACK COAT

100 GAL $____________ $____________

A0480 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (STRUCTURE 5140-080P)

95 CUYD $____________ $____________

A0500 55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 1

(MOMENT SLAB AND APPROACH CURB STRUCTURE 5140-080P)

94 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A0520 55225-0000 CLEAN AND RESEAL JOINTS (HOT APPLIED JOINT SEALANT STRUCTURE

5140-080P)

64 LNFT $____________ $____________

A0540 55235-0000 EXPANSION JOINTS (COMPRESSION SEAL-STRUCTURE 5140-080P)

34 LNFT $____________ $____________

A0560 55302-0400 PRECAST, PRESTRESSED CONCRETE SLABS, 36-INCH VOIDED (STRUCTURE

5140-080P)

148 LNFT $____________ $____________

A0580 55302-0500 PRECAST, PRESTRESSED CONCRETE SLABS, 48-INCH VOIDED (STRUCTURE

5140-080P)

517 LNFT $____________ $____________

A0600 55401-1000 REINFORCING STEEL (STRUCTURE 5140-080P)

10,296 LB $____________ $____________

A0620 55401-2000 REINFORCING STEEL, EPOXY COATED (STRUCTURE 5140-080P)

5,200 LB $____________ $____________

A0640 55601-0900 BRIDGE RAILING, STEEL (STRUCTURE 5140-080P)

255 LNFT $____________ $____________

A0660 55901-0000 MEMBRANE WATERPROOFING (STRUCTURE 5140-080P)

291 SQYD $____________ $____________

A0680 56401-1000 BEARING DEVICE, ELASTOMERIC (STRUCTURE 5140-080P)

36 EACH $____________ $____________

A0700 56701-0000 MICROPILE (STRUCTURE 5140-080P)

400 LNFT $____________ $____________

A0720 56705-0000 MICROPILE LOAD VERIFICATION TEST (STRUCTURE 5140-080P)

2 EACH $____________ $____________

A0740 57502-0000 TEMPORARY BRIDGE (STRUCTURE 5140-080P)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

A0760 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (STRUCTURE 5140-080P)

5 CUYD $____________ $____________

A0780 60501-0000 STANDARD UNDERDRAIN SYSTEM

170 LNFT $____________ $____________

A0800 60504-0000 GEOCOMPOSITE SHEET DRAIN SYSTEM

30 SQYD $____________ $____________

A0820 60520-0000 GRANULAR BACKFILL (AASHTO NO. 57 STONE)

230 CUYD $____________ $____________

A0840 60802-0500 PAVED WATERWAY, TYPE 5

5 LNFT $____________ $____________

A0860 61701-3900 GUARDRAIL SYSTEM SBTA

80 LNFT $____________ $____________

A0880 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

4 EACH $____________ $____________

A0900 61707-2000 STRUCTURE TRANSITION RAILING, SBT SYSTEM

80 LNFT $____________ $____________

A0920 62002-0000 STONE MASONRY (STRUCTURE 5140-080P)

87 SQYD $____________ $____________

A0940 62031-0000 REPOINT STONE MASONRY (STRUCTURE 5140-080P)

580 SQFT $____________ $____________

A0960 62403-0000 FURNISHING AND PLACING TOPSOIL

120 CUYD $____________ $____________

A0980 62502-0000 TURF ESTABLISHMENT

1,100 SQYD $____________ $____________

A1000 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

600 SQYD $____________ $____________

A1020 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

725 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 5

A1040 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

10 EACH $____________ $____________

A1060 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

A1080 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

190 LNFT $____________ $____________

A1100 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

590 SQFT $____________ $____________

A1120 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1140 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (TEMPORARY ACCESS ROADS)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 6

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE

500 LNFT $____________ $____________

B0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

540 LNFT $____________ $____________

B0120 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

280 LNFT $____________ $____________

B0140 15705-2000 SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

40 LNFT $____________ $____________

B0160 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

B0180 15706-2200 SOIL EROSION CONTROL, FILTER BAG

2 EACH $____________ $____________

B0200 20301-0400 REMOVAL OF BRIDGE (STRUCTURE 5140-077P)

1 EACH $____________ $____________

B0220 20302-1200 REMOVAL OF GUARDRAIL

390 LNFT $____________ $____________

B0240 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

530 SQYD $____________ $____________

B0260 20303-3500 REMOVAL OF STONE MASONRY (STRUCTURE 5140-077P)

276 SQYD $____________ $____________

B0280 20401-0000 ROADWAY EXCAVATION

390 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 7

B0300 20441-0000 WASTE (SEDIMENT REMOVAL)

10 CUYD $____________ $____________

B0320 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

1,080 SQYD $____________ $____________

B0340 20801-0000 STRUCTURE EXCAVATION (STRUCTURE 5140-077P)

308 CUYD $____________ $____________

B0360 30101-4000 AGGREGATE BASE GRADING C OR D

310 TON $____________ $____________

B0380 31301-0000 AGGREGATE-TOPSOIL COURSE

150 TON $____________ $____________

B0400 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL , TYPE III-B

ROUGHNESS, PG 64-22

100 TON $____________ $____________

B0420 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

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

130 TON $____________ $____________

B0440 41202-0000 TACK COAT

110 GAL $____________ $____________

B0460 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (STRUCTURE 5140-077P)

146 CUYD $____________ $____________

B0480 55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 1

(MOMENT SLABS AND APPROACH CURB STRUCTURE 5140-077P)

59 SQYD $____________ $____________

B0500 55225-0000 CLEAN AND RESEAL JOINTS (HOT APPLIED JOINT SEALANT STRUCTURE

5140-077P)

90 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 8

B0520 55235-0000 EXPANSION JOINTS (COMPRESSION SEAL- STRUCTURE 5140-077P))

45 LNFT $____________ $____________

B0540 55302-0500 PRECAST, PRESTRESSED CONCRETE SLABS, 48-INCH VOIDED (STRUCTURE

5140-077P)

785 LNFT $____________ $____________

B0560 55401-1000 REINFORCING STEEL (STRUCTURE 5140-077P)

14,857 LB $____________ $____________

B0580 55401-2000 REINFORCING STEEL, EPOXY COATED (STRUCTURE 5140-077P)

4,824 LB $____________ $____________

B0600 55601-0900 BRIDGE RAILING, STEEL (STRUCTURE 5140-077P)

270 LNFT $____________ $____________

B0620 55901-0000 MEMBRANE WATERPROOFING (STRUCTURE 5140-077P)

364 SQYD $____________ $____________

B0640 56401-1000 BEARING DEVICE, ELASTOMERIC (STRUCTURE 5140-077P)

36 EACH $____________ $____________

B0660 56701-0000 MICROPILE (STRUCTURE 5140-077P)

1,318 LNFT $____________ $____________

B0680 56705-0000 MICROPILE LOAD VERIFICATION TEST (STRUCTURE 5140-077P)

3 EACH $____________ $____________

B0700 57502-0000 TEMPORARY BRIDGE (STRUCTURE 5140-077P)

ALL LPSM $___LPSM_____ $____________

B0720 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (STRUCTURE 5140-077P)

6 CUYD $____________ $____________

B0740 60501-0000 STANDARD UNDERDRAIN SYSTEM

165 LNFT $____________ $____________

B0760 60504-0000 GEOCOMPOSITE SHEET DRAIN SYSTEM

30 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 9

B0780 60520-0000 GRANULAR BACKFILL (AASHTO NO. 57 STONE)

230 CUYD $____________ $____________

B0800 60802-0500 PAVED WATERWAY, TYPE 5

10 LNFT $____________ $____________

B0820 61701-3900 GUARDRAIL SYSTEM SBTA

140 LNFT $____________ $____________

B0840 61702-0100 TERMINAL SECTION, TYPE SBT-BAT

1 EACH $____________ $____________

B0860 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

3 EACH $____________ $____________

B0880 61707-2000 STRUCTURE TRANSITION RAILING, SBT SYSTEM

80 LNFT $____________ $____________

B0900 62002-0000 STONE MASONRY (STRUCTURE 5140-077P)

25 SQYD $____________ $____________

B0920 62031-0000 REPOINT STONE MASONRY (STRUCTURE 5140-077P)

530 SQFT $____________ $____________

B0940 62403-0000 FURNISHING AND PLACING TOPSOIL

130 CUYD $____________ $____________

B0960 62502-0000 TURF ESTABLISHMENT

1,150 SQYD $____________ $____________

B0980 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

680 SQYD $____________ $____________

B1000 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

810 LNFT $____________ $____________

B1020 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

10 EACH $____________ $____________

B1040 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

190 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 10

B1060 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

590 SQFT $____________ $____________

B1080 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (TEMPORARY ACCESS ROADS)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 11

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE

650 LNFT $____________ $____________

C0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

650 LNFT $____________ $____________

C0120 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

360 LNFT $____________ $____________

C0140 15705-2000 SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

40 LNFT $____________ $____________

C0160 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

C0180 15706-2200 SOIL EROSION CONTROL, FILTER BAG

2 EACH $____________ $____________

C0200 20301-0400 REMOVAL OF BRIDGE (STRUCTURE 5140-081P)

1 EACH $____________ $____________

C0220 20302-1200 REMOVAL OF GUARDRAIL

480 LNFT $____________ $____________

C0240 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

530 SQYD $____________ $____________

C0260 20303-3500 REMOVAL OF STONE MASONRY (STRUCTURE 5140-081P)

251 SQYD $____________ $____________

C0280 20401-0000 ROADWAY EXCAVATION

375 CUYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 12

C0300 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

1,270 SQYD $____________ $____________

C0320 20801-0000 STRUCTURE EXCAVATION (STRUCTURE 5140-081P)

140 CUYD $____________ $____________

C0340 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3 (STRUCTURE 5140-081P)

420 TON $____________ $____________

C0360 30101-4000 AGGREGATE BASE GRADING C OR D

380 TON $____________ $____________

C0380 31301-0000 AGGREGATE-TOPSOIL COURSE

250 TON $____________ $____________

C0400 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL , TYPE III-B

ROUGHNESS, PG 64-22

110 TON $____________ $____________

C0420 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

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

145 TON $____________ $____________

C0440 41202-0000 TACK COAT

130 GAL $____________ $____________

C0460 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (STRUCTURE 5140-081P)

48 CUYD $____________ $____________

C0480 55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 1

(MOMENT SLAB AND APPROACH CURB STRUCTURE 5140-081P)

83 SQYD $____________ $____________

C0500 55225-0000 CLEAN AND RESEAL JOINTS (HOT APPLIED JOINT SEALANT STRUCTURE

5140-081P)

71 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 13

C0520 55302-3500 PRECAST, PRESTRESSED CONCRETE SLAB (PRECAST PRESTRESSED BOX

BEAM, TYPE B2-48) (STRUCTURE 5140-081P)

595 LNFT $____________ $____________

C0540 55302-3500 PRECAST, PRESTRESSED CONCRETE SLAB (PRECAST PRESTRESSED

CONCRETE BOX BEAM, TYPE B2-36) (STRUCTURE 5140-081P)

170 LNFT $____________ $____________

C0560 55401-1000 REINFORCING STEEL (STRUCTURE 5140-081P)

5,843 LB $____________ $____________

C0580 55401-2000 REINFORCING STEEL, EPOXY COATED (STRUCTURE 5140-081P)

7,427 LB $____________ $____________

C0600 55601-0900 BRIDGE RAILING, STEEL (STRUCTURE 5140-081P)

296 LNFT $____________ $____________

C0620 55901-0000 MEMBRANE WATERPROOFING (STRUCTURE 5140-081P)

333 SQYD $____________ $____________

C0640 56401-1000 BEARING DEVICE, ELASTOMERIC (STRUCTURE 5140-081P)

18 EACH $____________ $____________

C0660 56701-0000 MICROPILE (STRUCTURE 5140-081P)

900 LNFT $____________ $____________

C0680 56705-0000 MICROPILE LOAD VERIFICATION TEST (STRUCTURE 5140-081P)

2 EACH $____________ $____________

C0700 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (STRUCTURE 5140-081P)

5 CUYD $____________ $____________

C0720 60501-0000 STANDARD UNDERDRAIN SYSTEM

190 LNFT $____________ $____________

C0740 60504-0000 GEOCOMPOSITE SHEET DRAIN SYSTEM

25 SQYD $____________ $____________

C0760 60520-0000 GRANULAR BACKFILL (AASHTO NO. 57 STONE)

190 CUYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 14

C0780 60802-0500 PAVED WATERWAY, TYPE 5

10 LNFT $____________ $____________

C0800 61701-3900 GUARDRAIL SYSTEM SBTA

120 LNFT $____________ $____________

C0820 61702-0100 TERMINAL SECTION, TYPE SBT-BAT

1 EACH $____________ $____________

C0840 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

3 EACH $____________ $____________

C0860 61707-2000 STRUCTURE TRANSITION RAILING, SBT SYSTEM

80 LNFT $____________ $____________

C0880 62002-0000 STONE MASONRY (STRUCTURE 5140-081P)

32 SQYD $____________ $____________

C0900 62031-0000 REPOINT STONE MASONRY (STRUCTURE 5140-081P)

1,590 SQFT $____________ $____________

C0920 62403-0000 FURNISHING AND PLACING TOPSOIL

210 CUYD $____________ $____________

C0940 62502-0000 TURF ESTABLISHMENT

1,900 SQYD $____________ $____________

C0960 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

1,100 SQYD $____________ $____________

C0980 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

C1000 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

940 LNFT $____________ $____________

C1020 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

10 EACH $____________ $____________

C1040 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

190 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 15

C1060 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

590 SQFT $____________ $____________

C1080 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (TEMPORARY ACCESS ROADS)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 16

BID SUMMARY

Project NC NP BLRI 2A16

(1) Schedule A (Base Contract) Bid Total (from Page B-5) = (1) $

(2) Schedule B (Government Option 1) Bid Total (from Page B-10) = (2) $

(3) Schedule C (Government Option 2) Bid Total (from Page B-15) = (3) $

Total Price of Project (for evaluation purposes only)

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

Maximum Time Allowed for the Contract if Schedules A, B, and C 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 327 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 267 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 310 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 246 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

STATEMENT OF WORK

Sealed bids from certified Small Business Concerns only will be accepted for the Blue Ridge Parkway, Project NC NP BLRI 2A16, Solicitation Number 693C73-23-B-000013, located in Alleghany County, North Carolina. The project consists of the rehabilitation of Big Pine Creek Bridge #6, Big Pine Creek Bridge #3, and Brush Creek Bridge #1 between MM 223.00 and MM

228.00. The work includes rehabilitation of the substructure and superstructure for all 3 bridges as well as grading, drainage repair, pavement reconstruction, and other miscellaneous work.

The project will be split into multiple work schedules/contract options, with the cost of the entire project expected to fall within the price range of $5,000,000 to $10,000,000.

Contract Award/Notice to Proceed is subject to the receipt of permits.

The performance period to complete all contract work will be 327 calendar days after the issuance of the Notice to Proceed.

BID BOND

(See instructions on reverse)

OMB Control Number: 9000-0045 Expiration Date: 8/31/2025

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 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."

SU

R

ET

Y

B

NAME &

ADDRESS

STATE OF…