IFB Solicitation - NP SER PMS FY24(1).pdf

Contract No.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

NP SER PMS FY24(1)

CANAVERAL NATIONAL SEASHORE

PAVEMENT PRESERVATION OF ROADS AND PARKING AREAS

CONTRACTOR:

ADDRESS:

NPS PMIS Nos. 335036 AND 335037

SOLICITATION

IFB No. 693C73-25-B-000001

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

STATE

COUNTY

PARK

Florida

Brevard & Volusia

Canaveral National Seashore

TYPE OF IMPROVEMENT

This project consists of the pavement preservation of identified roadways and parking areas. These activities include Type 2 micro surfacing, SAMI, thin lift overlay of asphalt concrete pavement, full depth patching, and other miscellaneous work.

Project Length Totals 16.33 32.30 For Parking Areas, Lane Miles is calculated as SQFT/1 lft (nominal) lane

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

Sthedule Area Feet Miles Miles

A □ AD Apollo Beach Road (CANA-0013) 0 To 6.6 34,848 6.60 6.60

B □ PD Playalinda Beach Road 0 To 4.3 22,704 4.30 4.30

(CANA-0010)

B □ PD Playalinda Access Road (CANA- 0 To 4.22 22,282 4.22 8.44 0300)

C □ AD Eldora Loop Road (CANA-0205) 0 To 1.21 6,389 1.21 1.21

C 00 AD Parking #1 (CANA-0931) 49,482 0 0.00 0.85

C 00 AD Parking #2 (CANA-0932) 12,839 0 0.00 0.22

C 00 AD Parking #3 (CANA-0933) 12,984 0 0.00 0.22

C 00 AD Parking #4 (CANA-0934) 12,667 0 0.00 0.22

C 00 AD Parking #7 (CANA-0934) 10,660 0 0.00 0.18

C 00 AD Parking #8 (CANA-0934) 13,557 0 0.00 0.23

C 00 AD Parking #9 (CANA-0939) 8,874 0 0.00 0.15

D 00 PD Parking #1 (CANA-0901) 28,772 0 0.00 0.50

D 00 PD Parking #2 (CANA-0902) 36,304 0 0.00 0.63

D 00 PD Parking #3 (CANA-0903) 31,067 0 0.00 0.53

D 00 PD Parking #4 (CANA-0904) 39,969 0 0.00 0.69

D 00 PD Parking #5 (CANA-0905) 33,407 0 0.00 0.58

D 00 PD Parking #6 (CANA-0906) 38,741 0 0.00 0.67

D 00 PD Parking #7 (CANA-0907) 34,681 0 0.00 0.60

E 00 AD Parking #5 A (CANA-0935AZ) 2,997 0 0.00 0.05

E 00 AD Parking #5 B (CANA-0935BZ) 1,494 0 0.00 O.o3

E 00 AD Parking #5 C (CANA-0935CZ) 2,939 0 0.00 0.05

E 00 AD Boat Ramp Parking 32,553 0 0.00 0.56

E 00 AD Turtle Mound Parking 6,359 0 0.00 0.11

E 00 AD Visitor Center Parking 18,936 0 0.00 0.33

F 00 PD Ranger Station Parking 13,201 0 0.00 0.23

G 00 PD Playalinda Entrance Pull Off 3,810 0 0.00 O.o?

(CANA-0900)

G 00 PD Parking #8 (CANA-0908) 43,430 0 0.00 0.75

G 00 PD Parking #9 (CANA-0909) 29,732 0 0.00 0.51

G 00 PD Parking #10 (CANA-0910) 30,054 0 0.00 0.52

G 00 PD Parking #11 (CANA-0911) 13,174 0 0.00 0.23

G 00 PD Parking #12 (CANA-0912) 16,057 0 0.00 0.28

G 00 PD Parking #13 (CANA-0913) 12,742 0 0.00 0.22

G 00 PD Contact Station RV Pullout (CANA-

0915) 2,816 0 0.00 0.05

G 00 PD Vista #1 (CANA-0916) 7,412 0 0.00 0.13

G 00 PD Vista #2 (CANA-0917) 12,278 0 0.00 0.21

G 00 PD Vista #3 (CANA-0918) 6,586 0 0.00 0.11

G 00 PD Vista #4 (CANA-0919) 6,363 0 0.00 0.11

G 00 PD Vista #5 (CANA-0920) 9,647 0 0.00 0.17

G 00 PD Vista #6 (CANA-0921) 4,592 0 0.00 0.08

G 00 PD Vista #7 (CANA-0922) 5,264 0 0.00 0.09

G 00 PD Vista #8 (CANA-0923) 5,284 0 0.00 0.09

G 00 PD Eddy Creek Parking (CANA-0947) 29,197 0 0.00 0.50

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 2

Checklist for Bid Submission 1 through 2

*SF-1442 Solicitation, Offer, and Award 1 through 5

Statement of Work 1 page

Bid Schedule Instructions 1 through 4

*Bid Schedule B-1 through B-15

*SF-24 Bid Bond C-1 through C-4

FEDERAL ACQUISITION REGULATION & TRANSPORTATION ACQUISITION

REGULATION SOLICITATION PROVISIONS & CONTRACT CLAUSES

Index to Federal and Transportation Acquisition Regulations 1 through 6

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-20

*General Contract Requirements G-1 through G-8

Construction Contract Requirements H-1 through H-6

Special Contract Requirements J-1 through J-46

Section K K-1 through K-3

SPECIFICATIONS ON SAM.GOV

Plans 1 through 41

Categorical Exclusion Form (NEPA) 1 through 7

NP SER PMS FY24(1) FY24(2) FY24(3) Pavement Memo 1 through 62

SER PMS FY24(1)-CANA_PEPC_117517_CE_20240409 signed adb 1 through 4

SER PMS FY24(1)-CANA_PEPC_117517_NHPA_20240409 signed adb 1 through 6

*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/ 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-15)

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-4) (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 http://www.dol.gov/vets/vets4212.htm

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

a. NAME

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

SUITE E2-3-300

693C73

ATTN: ACQUISITIONS

ASHBURN VA 20147

See Block 7

DAVID BOGNER

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

EFLHD.Contracts@dot.gov

See Block 10 x

09/03/2024

693C7325B000001

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

This Invitation for Bids is for the Canaveral National Seashore, Project No. NP SER

PMS FY24(1), located in Brevard and Volusia Counties, Florida 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-15.

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

Plans, Sheets 1 through 41.

Categorical Exclusion Form (NEPA), pages 1 through 7.

NP SER PMS FY24(1) FY24(2) FY24(3) Pavement Memo, pages 1 through 62.

SER PMS FY24(1)-CANA_PEPC_117517_CE_20240409 signed adb, pages 1 through 4.

SER PMS FY24(1)-CANA_PEPC_117517_NHPA_20240409 signed adb, pages 1 through 6.

11. The Contractor shall begin performance within

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.)

10 206 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

10/03/2024

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. 8/2014)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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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

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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)

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: David Bogner 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. Categorical Exclusion Form (NEPA)

4. NP SER PMS FY24(1) FY24(2) FY24(3) Pavement Memo

5. SER PMS FY24(1)-CANA_PEPC_117517_CE_20240409 signed adb

6. SER PMS FY24(1)-CANA_PEPC_117517_NHPA_20240409 signed adb

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, C, D, E, F, and G are awarded at the same time:

If the Government awards the contract as Schedules A + B + C + D + E + F + G, the performance period to complete all contract work will be 206 calendar days.

Maximum time allowed for the contract if Schedules A, B, C, E, and F are awarded at the same time:

If the Government awards the contract as Schedules A + B + C + E + F, the performance period to complete all contract work will be 170 calendar days.

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

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 82 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 52 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 14 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 21 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 19 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

If Schedule F (Government Option 5) is exercised after the award of the original contract, the performance period to complete all Schedule F work will be 6 calendar days and will start on the effective date of Schedule F’s Notice to Proceed.

If Schedule G (Government Option 6) is exercised after the award of the original contract, the performance period to complete all Schedule G work will be 15 calendar days and will start on the effective date of Schedule G’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.

Construction activities at the project site cannot begin any earlier than March 31, 2025.

However, the Contractor may perform any preconstruction activities (i.e., submitting shop drawings, material mix designs, etc.) to prepare for the start of construction once the contract is awarded and the Notice to Proceed has been issued. Contract time will start as determined by the CO either at time of contract award or as specified in the Notice to Proceed. See Subsection

108.01 of the SCRs for additional details.

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 (Government Option 1) - $

Schedule C (Government Option 2) - $

Schedule D (Government Option 3) - $

Schedule E (Government Option 4) - $

Schedule F (Government Option 5) - $

Schedule G (Government Option 6) - $

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/

STATEMENT OF WORK

Sealed bids from certified Small Business Concerns only will be accepted for the Canaveral

National Seashore, Project NP SER PMS FY24(1), Solicitation Number 693C73-25-B-000001, located in Brevard and Volusia Counties, Florida. The project consists of the pavement preservation of identified roadways and parking areas. The work includes Type 2 micro surfacing, SAMI, thin lift overlay of asphalt concrete pavement, full depth patching, 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.

The performance period to complete all contract work will be 206 calendar days after the issuance of the Notice to Proceed.

BID SCHEDULE INSTRUCTIONS

PROJECT: NP SER PMS FY24(1)

BIDDERS PLEASE NOTE: Before preparing the bid, carefully read the Instructions to

Offerors. 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 - $ .

Schedule D - $ .

Schedule E - $ .

Schedule F - $ .

Schedule G - $ .

SCHEDULES OF WORK

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

Schedule A (Base Contract) - Pages B-1 through B-2

Schedule B (Government Option 1) - Page B-3

Schedule C (Government Option 2) - Pages B-4 through B-5

Schedule D (Government Option 3) - Page B-6 through B-7

Schedule E (Government Option 4) - Page B-8 through B-9

Schedule F (Government Option 5) - Page B-10 through B-11

Schedule G (Government Option 6) - Page B-12 through B-13

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B, C, D, E, F, and G (Government Options 1, 2, 3, 4, 5, and 6); 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, C, D, E, F, and G (Government Options 1, 2, 3, 4, 5, and 6) at that time. If additional funding is required for the award of Schedules B, C, D, E, F, and G (Government

Options 1, 2, 3, 4, 5, and 6), and is received after the award of Schedule A (Base Contract), the

Government has the right to exercise Schedules B, C, D, E, F, and G (Government Options 1, 2, 3, 4, 5, and 6) 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).

Schedule D (Government Option 3): No later than the contract completion date for Schedule

C (Government Option 2).

Schedule E (Government Option 4): No later than the contract completion date for Schedule

D (Government Option 3).

Schedule F (Government Option 5): No later than the contract completion date for Schedule

E (Government Option 4).

Schedule G (Government Option 6): No later than the contract completion date for Schedule

F (Government Option 5).

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 + D + E + F + G, the performance period to complete all work will be 206 calendar days.

If the Government awards the contract as Schedules A + B + C + E + F, the performance period to complete this work will be 170 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 82 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 52 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 14 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 21 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 19 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

If Schedule F (Government Option 5) is exercised after the award of the original contract, the performance period to complete all Schedule F work will be 6 calendar days and will start on the effective date of Schedule F’s Notice to Proceed.

If Schedule G (Government Option 6) is exercised after the award of the original contract, the performance period to complete all Schedule G work will be 15 calendar days and will start on the effective date of Schedule G’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).

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 March 31, 2025. See

Subsection 108.01 of the SCRs for additional details.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidders 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 +

Schedule D (Government Option 3) Bid Total +

Schedule E (Government Option 4) Bid Total +

Schedule F (Government Option 5) Bid Total +

Schedule G (Government Option 6) Bid Total.

B - 1

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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

50 LNFT $____________ $____________

A0140 20302-2600 REMOVAL OF PAVEMENT MARKINGS

75,000 LNFT $____________ $____________

A0160 40702-0300 CHIP SEAL, TYPE 1C

90,000 SQYD $____________ $____________

A0170 41201-0000 TACK COAT

75 TON $____________ $____________

A0180 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

850 SQYD $____________ $____________

A0190 41401-2000 CRACKS, CLEANING AND SEALING

3,000 LNFT $____________ $____________

A0200 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

60 SQYD $____________ $____________

A0220 43102-0000 THIN LIFT ASPHALT CONCRETE PAVEMENT (GYRATORY MIX, 3/8-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 1.125" DEPTH, <0.3 MILLION ESAL,

TYPE IV ROUGHNESS)

90,000 SQYD $____________ $____________

A0230 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

75,000 LNFT $____________ $____________

A0240 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP SER PMS FY24(1)

Project Name:Pavement Preservation of Park Roads and Parking Areas.

B - 2

A0250 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0260 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

B0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

50 LNFT $____________ $____________

B0140 20302-2600 REMOVAL OF PAVEMENT MARKINGS

92,000 LNFT $____________ $____________

B0150 40901-2000 MICRO SURFACING, TYPE 2

125,000 SQYD $____________ $____________

B0160 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

1,200 SQYD $____________ $____________

B0170 41401-2000 CRACKS, CLEANING AND SEALING

400 LNFT $____________ $____________

B0180 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

300 SQYD $____________ $____________

B0190 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

95,000 LNFT $____________ $____________

B0200 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

B0210 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 4

C0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

50 LNFT $____________ $____________

C0140 20301-3900 REMOVAL OF PAVEMENT MARKINGS, SYMBOLS AND WORDS

12 EACH $____________ $____________

C0150 20302-2600 REMOVAL OF PAVEMENT MARKINGS

6,000 LNFT $____________ $____________

C0160 40702-0300 CHIP SEAL, TYPE 1C

25,000 SQYD $____________ $____________

C0170 41201-0000 TACK COAT

25 TON $____________ $____________

C0180 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

1,000 SQYD $____________ $____________

C0190 41401-2000 CRACKS, CLEANING AND SEALING

8,000 LNFT $____________ $____________

C0200 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

80 SQYD $____________ $____________

C0220 43102-0000 THIN LIFT ASPHALT CONCRETE PAVEMENT (GYRATORY MIX, 3/8-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 1.125" DEPTH, <0.3 MILLION ESAL,

TYPE IV ROUGHNESS)

25,000 SQYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 5

C0230 60915-1000 WHEELSTOP, CONCRETE

5 EACH $____________ $____________

C0240 60920-0000 RESET WHEELSTOP

115 EACH $____________ $____________

C0250 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

6,500 LNFT $____________ $____________

C0260 63405-1250 PAVEMENT MARKINGS, TYPE C, ACCESSIBILITY SYMBOL

15 EACH $____________ $____________

C0270 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

C0280 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 6

D0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

D0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

D0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

D0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

25 LNFT $____________ $____________

D0140 20301-3900 REMOVAL OF PAVEMENT MARKINGS, SYMBOLS AND WORDS

28 EACH $____________ $____________

D0150 20302-2600 REMOVAL OF PAVEMENT MARKINGS

17,000 LNFT $____________ $____________

D0160 41201-0000 TACK COAT

25 TON $____________ $____________

D0170 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

250 SQYD $____________ $____________

D0180 41401-2000 CRACKS, CLEANING AND SEALING

150 LNFT $____________ $____________

D0190 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

15 SQYD $____________ $____________

D0210 43102-0000 THIN LIFT ASPHALT CONCRETE PAVEMENT (GYRATORY MIX, 3/8-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 1.125" DEPTH, <0.3 MILLION ESAL,

TYPE IV ROUGHNESS)

27,500 SQYD $____________ $____________

D0220 60915-1000 WHEELSTOP, CONCRETE

4 EACH $____________ $____________

D0230 60920-0000 RESET WHEELSTOP

580 EACH $____________ $____________

Bid Schedule Schedule:D Schedule Type:Options

B - 7

D0240 63304-0100 SIGNS, STEEL PANELS, TYPE 3 SHEETING (STEEL POSTS)

12 SQFT $____________ $____________

D0250 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

17,000 LNFT $____________ $____________

D0260 63405-0950 PAVEMENT MARKINGS, TYPE C, STRAIGHT ARROW

2 EACH $____________ $____________

D0270 63405-1250 PAVEMENT MARKINGS, TYPE C, ACCESSIBILITY SYMBOL

25 EACH $____________ $____________

D0280 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

D0290 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Options

B - 8

E0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

E0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

E0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

E0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

50 LNFT $____________ $____________

E0140 20301-3900 REMOVAL OF PAVEMENT MARKINGS, SYMBOLS AND WORDS

18 EACH $____________ $____________

E0150 20302-2600 REMOVAL OF PAVEMENT MARKINGS

4,000 LNFT $____________ $____________

E0160 41201-0000 TACK COAT

8.0 TON $____________ $____________

E0170 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

100 SQYD $____________ $____________

E0180 41401-2000 CRACKS, CLEANING AND SEALING

150 LNFT $____________ $____________

E0190 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

15 SQYD $____________ $____________

E0210 43102-0000 THIN LIFT ASPHALT CONCRETE PAVEMENT (GYRATORY MIX, 3/8-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 1.125" DEPTH, <0.3 MILLION ESAL,

TYPE IV ROUGHNESS)

10,000 SQYD $____________ $____________

E0220 60915-1000 WHEELSTOP, CONCRETE

10 EACH $____________ $____________

E0230 60920-0000 RESET WHEELSTOP

90 EACH $____________ $____________

Bid Schedule Schedule:E Schedule Type:Options

B - 9

E0240 63304-0100 SIGNS, STEEL PANELS, TYPE 3 SHEETING (STEEL POSTS)

6 SQFT $____________ $____________

E0250 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

4,500 LNFT $____________ $____________

E0260 63405-0950 PAVEMENT MARKINGS, TYPE C, STRAIGHT ARROW

10 EACH $____________ $____________

E0270 63405-1250 PAVEMENT MARKINGS, TYPE C, ACCESSIBILITY SYMBOL

5 EACH $____________ $____________

E0280 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

E0290 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:E Schedule Type:Options

B - 10

F0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

F0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

F0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

F0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

50 LNFT $____________ $____________

F0140 20301-3900 REMOVAL OF PAVEMENT MARKINGS, SYMBOLS AND WORDS

3 EACH $____________ $____________

F0150 20302-2600 REMOVAL OF PAVEMENT MARKINGS

245 LNFT $____________ $____________

F0160 41201-0000 TACK COAT

1.5 TON $____________ $____________

F0170 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

110 SQYD $____________ $____________

F0190 43102-0000 THIN LIFT ASPHALT CONCRETE PAVEMENT (GYRATORY MIX, 3/8-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 1.125" DEPTH, <0.3 MILLION ESAL,

TYPE IV ROUGHNESS)

1,500 SQYD $____________ $____________

F0200 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

250 LNFT $____________ $____________

F0210 63405-1250 PAVEMENT MARKINGS, TYPE C, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

F0220 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

Bid Schedule Schedule:F Schedule Type:Options

B - 11

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:F Schedule Type:Options

B - 12

G0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

G0110 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

G0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

G0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

25 LNFT $____________ $____________

G0140 20301-3900 REMOVAL OF PAVEMENT MARKINGS, SYMBOLS AND WORDS

32 EACH $____________ $____________

G0150 20302-2600 REMOVAL OF PAVEMENT MARKINGS

13,000 LNFT $____________ $____________

G0160 41201-0000 TACK COAT

25 TON $____________ $____________

G0170 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

250 SQYD $____________ $____________

G0180 41401-2000 CRACKS, CLEANING AND SEALING

450 LNFT $____________ $____________

G0190 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

30 SQYD $____________ $____________

G0210 43102-0000 THIN LIFT ASPHALT CONCRETE PAVEMENT (GYRATORY MIX, 3/8-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 1.125" DEPTH, <0.3 MILLION ESAL,

TYPE IV ROUGHNESS)

27,500 SQYD $____________ $____________

G0220 60915-1000 WHEELSTOP, CONCRETE

46 EACH $____________ $____________

G0230 60920-0000 RESET WHEELSTOP

420 EACH $____________ $____________

Bid Schedule Schedule:G Schedule Type:Options

B - 13

G0240 63304-0100 SIGNS, STEEL PANELS, TYPE 3 SHEETING (STEEL POSTS)

3 SQFT $____________ $____________

G0250 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

13,000 LNFT $____________ $____________

G0260 63405-0950 PAVEMENT MARKINGS, TYPE C, STRAIGHT ARROW

3 EACH $____________ $____________

G0270 63405-1250 PAVEMENT MARKINGS, TYPE C, ACCESSIBILITY SYMBOL

30 EACH $____________ $____________

G0280 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

G0290 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:G Schedule Type:Options

B-14

BID SUMMARY

Project NP SER PMS FY24(1)

(1) Schedule A (Base Contract) BID Total (from Page B-2) = (1) $_________________________

(2) Schedule B (Government Option 1) BID Total (from Page B-3) = (2) $_________________________

(3) Schedule C (Government Option 2) BID Total (from Page B-5) = (3) $_________________________

(4) Schedule D (Government Option 3) BID Total (from Page B-7) = (4) $_________________________

(5) Schedule E (Government Option 4) BID Total (from Page B-9) = (5) $_________________________

(6) Schedule F (Government Option 5) BID Total (from Page B-11) = (6) $_________________________

(7) Schedule G (Government Option 6) BID Total (from Page B-13) = (7) $_________________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT =

(1) + (2) + (3) + (4) + (5) + (6) + (7) $_________________________

Maximum Time Allowed for the Contract if Schedules A, B, C, D, E, F, and G are Awarded at the Same

Time:

If the Government awards the contract as Schedules A + B + C + D + E + F + G, the performance period to complete all contract work will be 206 calendar days.

Maximum Time Allowed for the Contract if Schedules A, B, C, E, and F are Awarded at the Same Time:

If the Government awards the contract as Schedules A + B + C + E + F, the performance period to complete this contract work will be 170 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 82 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 52 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 14 calendar days and will start on the effective date of

Schedule C’s Notice to Proceed.

B-15

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 21 calendar days and will start on the effective date of

Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 19 calendar days and will start on the effective…