IFB Solicitation - NP MACA 12(1) 908(1).pdf

Contract No.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT NP MACA 12(1), 908(1)

MAMMOTH CA VE NATIONAL PARK

RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT ACCESS

ROADS

CONTRACTOR:

ADDRESS:

PMIS# 178782

SOLICITATION

IFB No. 693C73-25-B-000012

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

STATE

COUNTY

PARK

Kentucky

Edmonson

Mammoth Cave National Park

TYPE OF IMPROVEMENT

The work consists of grading, aggregate base, aggregate surface course, asphalt concrete pavement, Portland cement concrete pavement, curb, curb and gutter, exposed aggregate concrete sidewalk, stormwater infiltration system, drainage, landscaping, support building, and other miscellaneous work.

Project Length Totals

2.66 3.46

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 □ Mammoth Cave Parkway 1171 To 1432 261 0.05 0.05

A □ Visitor Center Bus Loop 5055.97 To 5236.7 181 0.03 0.06

A □ Visitor Center Bus Loop 7012.57 To 7076.32 64 0.01 0.02

A 00 Hotel Service Parking 12,961 0.00 0.22

A 00 Mammoth Cave Hotel Overflow Parking 12,591 0.00 0.22

B 00 Mammoth Cave Hotel Parking 114,406 10,400 1.97 1.97

B 00 Mammoth Cave Hotel Unpaved Parking 4,844 420 0.08 0.08

C □ Hotel Entrance Road 2043.22 To 2950.00 907 0.17 0.34

C □ Shared Use Path #1 (1 of2) 10000.00 To 10313.19 313 0.06 0.06

C □ Shared Use Path #1 (2 of2) 10320.82 To 10385.28 64 0.01 0.01

C □ Shared Use Path #2 (1 of2) 12003.00 To 12060.71 58 0.01 0.01

D □ Hotel Bus Loop 4012.9 To 4302.73 290 0.05 0.10

D 00 Plaza 5,516 0.00 0.09

E □ Shared Use Path #2 (2 of2) 12089.82 To 12221.91 132 0.03 0.03

E □ Shared Use Path #3 15008.00 To 15422.63 415 0.08 0.08

E □ Shared Use Path #4 13012.59 To 13617.87 605 0.11 0.11

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 3

Checklist for Bid Submission 1 through 2

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

Bid Schedule Instructions 1 through 3

*Bid Schedule B-1 through B-25

*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-2

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-5

Minimum Wage Schedule F-6 through F-23

*General Contract Requirements G-1 through G-8

Construction Contract Requirements H-1 through H-6

Special Contract Requirements

Section K

Permits Obtained for this Project

J-1 through J-71

K-1 through K-3

1 through 6

SPECIFICATIONS ON SAM.GOV

Plans 1 through 331

Categorical Exclusion Form (NEPA) 1 through 7

MACA 12(1) 908(1) Final Pavement Report_Updated 1 through 52

24127A Hotel Parking Utility Relocations Construction Drawings-printed 1 through 5

* Bidder’s Qualifications Form 1 through 7

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

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

NOTICE TO BIDDERS

CONTRACT FORMAT:

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

NOTICE:

System updates may lag policy updates. The System for Award Management (SAM) may continue to require entities to complete representations based on provisions that are not included in agency solicitations. Examples include 52.222-25, Affirmative Action Compliance, and paragraph (d) of 52.212-3, Offeror Representations and Certifications—Commercial Products and Commercial Services. Contracting Officers will not consider these representations when making award decisions or enforce requirements. Entities are not required to, nor are they able to update their entity registration to remove these representations in SAM.

https://www.sam.gov/

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.

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.

http://www.dol.gov/vets/vets4212.htm https://vets4212.dol.gov/vets4212 http://www.dol.gov/vets/vets4212.htm https://sam.gov/ mailto:eflhd.contracts@dot.gov

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.

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-25)

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

Legislated subcontracting goals: (15 USC 644 (g)(1)

• 43.02% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBZone

• 5% - Woman-Owned Small Business (WOSB)

• 5% - Service-Disabled Veteran-Owned Small Businesses (SDVOSB)

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

MICHAEL SUN

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

EFLHD.CONTRACTS@DOT.GOV

See Block 10 x

08/06/2025

693C7325B000012

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

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.)

10 674 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

09/09/2025

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)

This Invitation for Bids is for the Mammoth Cave National Park, Project NP MACA

12(1), 908(1), located in Edmonson, Kentucky 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-25.

Special Contract Requirements, Section J - pages J-1 through J-71.

Categorical Exclusion Form (NEPA), 1 through 7.

MACA 12(1) 908(1) Final Pavement Report_Updated, 1 through 52.

24127A Hotel Parking Utility Relocations Construction Drawings-printed, 1 through 5.

Plans, Sheets 1 through 331.

Permits, pages 1 through 6.

Issuance of this solicitation does not guarantee that an award will be made. Any resulting awards are subject to the availability of funding and the discretion of the awarding entity, including cancellation or amendment based on a determination of change in agency needs.

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

EFLHD-CO

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

SUITE E2-2-200

ATTN: CONSTRUCTION

ASHBURN VA 20147

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 8/2014) BACK

FFEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

A/P Branch, AMZ-150 PO Box 25710 OR E-MAIL

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City OK 73125

Block 26

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: MICHAEL SUN 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.

Block 9:

PHYSICAL DATA AVAILABLE FOR REVIEW

1. Manual on Uniform Traffic Control Devices for Streets and Highways, 2024 Edition, published by the Federal Highway Administration. https://mutcd.fhwa.dot.gov/.

2. National Park Service Sign Manual, revised - January 1988, United States Department of the Interior. https://highways.dot.gov/federal-lands/design/highway-design-library.

3. Categorical Exclusion Form (NEPA)

4. MACA 12(1) 908(1) Final Pavement Report_Updated

5. 24127A Hotel Parking Utility Relocations Construction Drawings-printed

6. Permits

Data and information furnished or referred to above is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

A Government representative can be available to show the project to prospective offerors. All requests for site visits see Section E of the solicitation and e-mail all questions concerning this construction project to the following e-mail address eflhd.contracts@dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

∗Block 11:

If the Government awards the contract as Schedules A + B + C + D + E, the performance period to complete all contract work will be 674 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 240 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

mailto:EFLHD.Contracts@dot.gov https://mutcd.fhwa.dot.gov/ https://highways.dot.gov/federal-lands/design/highway-design-library mailto:eflhd.contracts@dot.gov

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 108 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 181 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 92 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 53 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

Construction activities at the project site cannot begin before the completion of utility relocation at Mammoth Cave Hotel and Parking Area by Caveland Environmental Authority.

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) - $ Schedule D (Option 3) - $ Schedule E (Option 4) - $

Other:

The estimated price is expected to fall within the price range of $10,000,000 to $15,000,000.

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 Mammoth Cave National Park, Project NP MACA 12(1), 908(1), Solicitation Number 693C73-25-B- 000012, located in Edmonson County, Kentucky. The project consists of pavement reconstruction of the Hotel Parking Area and adjacent roads in Mammoth Cave National Park.

The work includes grading, aggregate base and surface course, asphalt concrete pavement, Portland cement concrete, curb and gutter, shared use paths, concrete sidewalk, drainage, stormwater retention (oil/grit separate), 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 $10,000,000 to $15,000,000.

The performance period to complete all contract work will be 674 calendar days after the issuance of the Notice to Proceed.

Construction activities at the project site cannot begin before the completion of utility relocation at Mammoth Cave Hotel and Parking Area by Caveland Environmental Authority.

BID SCHEDULE INSTRUCTIONS

PROJECT: NP MACA 12(1), 908(1)

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

Bidders. While preparing the bid comply with the following:

COMPLETING THE BID SCHEDULE

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

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

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

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

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

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

Schedule D - $ .

Schedule E - $ .

SCHEDULES OF WORK

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

Schedule A (Base Contract) - Pages B-1 thru B-6 Schedule B (Government Option 1) - Pages B-7 thru B-11 Schedule C (Government Option 2) - Pages B-12 thru B-15 Schedule D (Government Option 3) - Page B-16 thru B-22 Schedule E (Government Option 4) - Page B-23 thru B-24

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

4) 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).

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, the performance period to complete all work will be 674 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 240 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 108 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 181 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 92 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 53 calendar days and will start on the effective date of Schedule D’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 November 2025.

See Subsection 108.01 of the SCRs for additional details.

BASIS FOR AWARD

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

Schedule A (Base Contract) Bid Total + Schedule B (Government Option 1) Bid Total + Schedule C (Government Option 2) Bid Total + Schedule D (Government Option 3) Bid Total + Schedule E (Government Option 4) Bid Total.

B-1

BID SCHEDULE

Project No : NP-MACA 12(1), 908(1) Schedule : A Schedule Type : Base

Project Name : RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT

ACCESS ROADS

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Unit Price Amount

A0010 15101-0000 MOBILIZATION ALL LPSM

A0020 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

A0030 15401-0000 CONTRACTOR

TESTING ALL LPSM

A0040 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

2,490.000 LNFT

A0050 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

20.000 LNFT

A0060 15706-1300

SOIL EROSION

CONTROL, INLET

PROTECTION

TYPE C

8.000 EACH

A0070 15706-1400

SOIL EROSION

CONTROL, INLET

PROTECTION

TYPE D

15.000 EACH

A0080 15706-1600

SOIL EROSION

CONTROL,

STABILIZED

CONSTRUCTION

EXIT

1.000 EACH

A0090 15720-0000

STORM WATER

POLLUTION

PREVENTION

PLAN

ALL LPSM

A0100 20101-0000 CLEARING AND

GRUBBING 1.160 ACRE

A0110 20301-1100 REMOVAL OF

GATE 1.000 EACH

A0120 20301-1200 REMOVAL OF

HEADWALL 2.000 EACH

A0130 20301-1400 REMOVAL OF

INLET 9.000 EACH

A0140 20301-2400 REMOVAL OF

SIGN 5.000 EACH

A0150 20301-2400 REMOVAL OF

SIGN

(SALVAGE) 1.000 EACH

A0160 20301-2800

REMOVAL OF

STRUCTURES

AND

OBSTRUCTIONS

(GREASE

INTERCEPTOR) 1.000 EACH

A0170 20301-3100 REMOVAL OF

UTILITY POLE 2.000 EACH

A0180 20302-0200 REMOVAL OF

CURB 116.000 LNFT

A0190 20302-0300

REMOVAL OF

CURB AND

GUTTER,

CONCRETE

380.000 LNFT

A0200 20302-0900

REMOVAL OF

FENCE, CHAIN

LINK

256.000 LNFT

A0210 20302-1900

REMOVAL OF

PAVED

WATERWAY,

CONCRETE

330.000 LNFT

A0220 20302-2100 REMOVAL OF

PIPE CULVERT 440.000 LNFT

A0230 20302-2100 REMOVAL OF

PIPE CULVERT

(SLOTTED DRAIN

PIPE) 28.000 LNFT

A0240 20303-0300 REMOVAL OF

CONCRETE 170.000 SQYD

A0250 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

1,090.000 SQYD

A0260 20303-2300

REMOVAL OF

PAVEMENT,

CONCRETE

(PAVER)

36.000 SQYD

A0270 20303-3200

REMOVAL OF

SIDEWALK,

CONCRETE

145.000 SQYD

A0280 20303-3600 REMOVAL OF

WALL 12.000 SQYD

A0290 20305-1000 REMOVAL OF

CONCRETE 65.000 CUYD

B-2

A0300 20305-2000 REMOVAL OF

STONE MASONRY 28.000 CUYD

A0310 20401-0000 ROADWAY

EXCAVATION 2,200.000 CUYD

A0320 20402-0000 SUBEXCAVATION 13.000 CUYD

A0330 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

5,510.000 SQYD

A0340 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

180.000 SQYD

A0350 30101-4000

AGGREGATE

BASE GRADING C

OR D

1,570.000 TON

A0360 31302-0500

AGGREGATE-

TOPSOIL

COURSE, 5-INCH

DEPTH

640.000 SQYD

A0370 40101-0600

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

1/2-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

620.000 TON

A0380 40101-1000

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/4-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

760.000 TON

A0390 41202-0000 TACK COAT 580.000 GAL

A0400 60201-0300 8-INCH PIPE

CULVERT 120.000 LNFT

A0410 60201-0400

12-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

55.000 LNFT

A0420 60201-0500

15-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

40.000 LNFT

A0430 60201-0500 15-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 600.000 LNFT

B-3

A0440 60201-0600

18-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

18.000 LNFT

A0450 60201-0600 18-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 410.000 LNFT

A0460 60201-0800

24-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

150.000 LNFT

A0470 60201-0800 24-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 170.000 LNFT

A0480 60401-0000 MANHOLE 1.000 EACH

A0490 60401-0000 MANHOLE (BYPASS) 1.000 EACH

A0500 60401-0000 MANHOLE (DEPTH GREATER

THAN 5 FEET) 4.000 EACH

A0510 60401-0000 MANHOLE (DEPTH LESS

THAN 5 FEET) 4.000 EACH

A0520 60401-0000 MANHOLE (PRO OIL GRIT) 1.000 EACH

A0530 60403-1400 INLET, FLH TYPE

5B 1.000 EACH

A0540 60403-1700 INLET, FLH TYPE

6A

(HEADROOM) 2.000 EACH

A0550 60403-1700 INLET, FLH TYPE

6A

(LIMITED) 9.000 EACH

A0560 60403-1700 INLET, FLH TYPE

6A

(MINIMUM) 2.000 EACH

A0570 60403-1700 INLET, FLH TYPE

6A

(MODIFIED) 2.000 EACH

A0580 60403-2200 INLET, FLH TYPE

7A 4.000 EACH

A0590 60404-0000 CATCH BASIN , GREASE

INTERCEPTOR 1.000 EACH

A0600 60406-0000 INLET

ADJUSTMENT 1.000 EACH

A0610 60421-0000

OIL/GRIT

SEPARATOR

AND

INFILTRATION

SYSTEM

1.000 EACH

A0620 60802-0400

PAVED

WATERWAY,

TYPE 4

205.000 LNFT

A0630 60902-0800

CURB AND

GUTTER,

CONCRETE, 10-

INCH DEPTH

550.000 LNFT

B-4

A0640 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

1,890.000 LNFT

A0650 61203-0000 MANHOLE,

SANITARY SEWER 1.000 EACH

A0660 61401-0000 LEAN CONCRETE

BACKFILL 1.500 CUYD

A0670 61501-0500

SIDEWALK,

EXPOSED

AGGREGATE

CONCRETE

110.000 SQYD

A0680 61503-1000 MEDIAN,

CONCRETE 60.000 SQYD

A0690 61504-2000

ACCESSIBILITY

RAMP, EXPOSED

AGGREGATE

CONCRETE

11.000 SQYD

A0700 61902-0100 GATE, WOOD 1.000 EACH

A0710 62011-0500

STONE MASONRY

HEADWALL FOR

24-INCH PIPE

CULVERT

3.000 EACH

A0720 62013-2000 STONE MASONRY

WALL

(VENEER) 39.000 SQYD

A0730 62401-0300

FURNISHING AND

PLACING

TOPSOIL, 4-INCH

DEPTH

1,640.000 SQYD

A0740 62502-0000 TURF

ESTABLISHMENT 1,640.000 SQYD

A0750 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

70.000 SQFT

A0760 63502-0100

TEMPORARY

TRAFFIC

CONTROL,

ARROW BOARD,

TYPE A

1.000 EACH

A0770 63502-0900

TEMPORARY

TRAFFIC

CONTROL, CONE,

TYPE 28-INCH

25.000 EACH

A0780 63502-1300

TEMPORARY

TRAFFIC

CONTROL, DRUM

17.000 EACH

B-5

A0790 63502-1600

TEMPORARY

TRAFFIC

CONTROL,

WARNING LIGHT

TYPE B

20.000 EACH

A0800 63503-0300

TEMPORARY

TRAFFIC

CONTROL,

BARRICADE TYPE

360.000 LNFT

A0810 63503-0700

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS

3,840.000 LNFT

A0820 63503-1000

TEMPORARY

TRAFFIC

CONTROL,

PLASTIC FENCE

2,200.000 LNFT

A0830 63504-1000

TEMPORARY

TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

260.000 SQFT

A0840 63602-2000

SYSTEM

INSTALLATION,

LIGHTING

(36-INCH LIGHT

BOLLARD

HEIGHT)

2.000 EACH

A0850 63610-2800 CONDUIT, 4-INCH,

PVC

(SCHEDULE 80) 450.000 LNFT

A0860 63621-3000 UTILITY BOX,

JUNCTION BOX 2.000 EACH

A0870 63641-0400 RELOCATE POLE (ELECTRICAL) 1.000 EACH

A0880 63701-0000 FIELD OFFICE 1.000 EACH

A0890 64501-0000 LOCATE UTILITIES ALL LPSM

Submitted By: Schedule Total:

B-6

B-7

Project No : NP-MACA 12(1), 908(1) Schedule : B Schedule Type : Option

Project Name : RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT

ACCESS ROADS

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Unit Price Amount

B0010 15101-0000 MOBILIZATION ALL LPSM

B0020 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

B0030 15401-0000 CONTRACTOR

TESTING ALL LPSM

B0040 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

1,560.000 LNFT

B0050 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

100.000 LNFT

B0060 15706-1300

SOIL EROSION

CONTROL, INLET

PROTECTION

TYPE C

2.000 EACH

B0070 15706-1400

SOIL EROSION

CONTROL, INLET

PROTECTION

TYPE D

12.000 EACH

B0080 15720-0000

STORM WATER

POLLUTION

PREVENTION

PLAN

ALL LPSM

B0090 20101-0000 CLEARING AND

GRUBBING 1.520 ACRE

B0100 20217-0000 TREE ROOT

PRUNING 160.000 LNFT

B0110 20301-1200 REMOVAL OF

HEADWALL 1.000 EACH

B0120 20301-1500 REMOVAL OF

LIGHT POLE 3.000 EACH

B0130 20301-2400 REMOVAL OF

SIGN 8.000 EACH

B0140 20301-2400 REMOVAL OF

SIGN

(SALVAGE) 1.000 EACH

B0150 20302-0200 REMOVAL OF

CURB 140.000 LNFT

B0160 20302-0300

REMOVAL OF

CURB AND

GUTTER,

CONCRETE

2,430.000 LNFT

B0170 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

9,960.000 SQYD

B0180 20303-3200

REMOVAL OF

SIDEWALK,

CONCRETE

195.000 SQYD

B0190 20401-0000 ROADWAY

EXCAVATION 8,700.000 CUYD

B0200 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

16,635.000 SQYD

B0210 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

160.000 SQYD

B0230 30101-4000

AGGREGATE

BASE GRADING C

OR D

4,650.000 TON

B0240 30112-0000

AGGREGATE

SURFACE

COURSE

100.000 CUYD

B0250 31302-0500

AGGREGATE-

TOPSOIL

COURSE, 5-INCH

DEPTH

1,590.000 SQYD

B0260 40101-0600

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

1/2-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

1,520.000 TON

B-8

B0280 40101-1000

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/4-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

2,260.000 TON

B0290 41202-0000 TACK COAT 1,720.000 GAL

B0300 60201-0500 15-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 420.000 LNFT

B0310 60201-0600

18-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

60.000 LNFT

B0320 60201-0600 18-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 390.000 LNFT

B0330 60201-0800 24-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 170.000 LNFT

B0340 60201-0800

24-INCH PIPE

CULVERT

(SMOOTH WALL

POLYETHYLENE

PIPE)

200.000 LNFT

B0350 60401-0000 MANHOLE (DEPTH LESS

THAN 5 FEET) 6.000 EACH

B0360 60403-1400 INLET, FLH TYPE

5B 3.000 EACH

B0370 60403-1700 INLET, FLH TYPE

6A

(HEADROOM) 2.000 EACH

B0380 60403-1700 INLET, FLH TYPE

6A

(LIMITED) 6.000 EACH

B0390 60403-1700 INLET, FLH TYPE

6A

(MINIMUM) 3.000 EACH

B0400 60403-1900 INLET, FLH TYPE

6B 1.000 EACH

B0410 60403-2200 INLET, FLH TYPE

7A 1.000 EACH

B0420 60901-1700

CURB,

CONCRETE, 18-

INCH DEPTH

3,490.000 LNFT

B0430 60901-1700

CURB,

CONCRETE, 18-

INCH DEPTH

(VARIABLE CURB

HEIGHT) 35.000 LNFT

B0440 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

1,360.000 LNFT

B-9

B0450 60902-1100

GUTTER,

CONCRETE, 13-

INCH DEPTH

(DEPRESSED)

420.000 LNFT

B0460 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

(TRANSITION)

75.000 LNFT

B0470 60915-3000

WHEELSTOP,

RECYCLED

PLASTIC

3.000 EACH

B0480 60920-0000 RESET

WHEELSTOP

(TEMPORARY) 8.000 EACH

B0490 61108-2000 ADJUST FIRE

HYDRANT 1.000 EACH

B0500 61109-4000 RELOCATE FIRE

HYDRANT 1.000 EACH

B0510 61501-0500

SIDEWALK,

EXPOSED

AGGREGATE

CONCRETE

800.000 SQYD

B0520 61503-1000 MEDIAN,

CONCRETE 330.000 SQYD

B0530 61504-2000

ACCESSIBILITY

RAMP, EXPOSED

AGGREGATE

CONCRETE

500.000 SQYD

B0540 62011-0500

STONE MASONRY

HEADWALL FOR

24-INCH PIPE

CULVERT

1.000 EACH

B0550 62401-0300

FURNISHING AND

PLACING

TOPSOIL, 4-INCH

DEPTH

3,090.000 SQYD

B0560 62502-0000 TURF

ESTABLISHMENT 3,090.000 SQYD

B0570 62642-0000 ROOT BARRIER 162.000 LNFT

B0580 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

45.000 SQFT

B0590 63502-1300

TEMPORARY

TRAFFIC

CONTROL, DRUM

18.000 EACH

B-10

B0600 63502-1600

TRAFFIC

CONTROL,

WARNING LIGHT

TYPE B

24.000 EACH

B0610 63502-2900

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS,

SYMBOLS, AND

LETTERS

(ACCESSIBILITY

SYMBOL)

3.000 EACH

B0620 63503-0300

TEMPORARY

TRAFFIC

CONTROL,

BARRICADE TYPE

180.000 LNFT

B0630 63503-0700

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS

4,550.000 LNFT

B0640 63504-1000

TEMPORARY

TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

30.000 SQFT

B0650 63602-2000

SYSTEM

INSTALLATION,

LIGHTING

(36-INCH LIGHT

BOLLARD

HEIGHT)

12.000 EACH

B0660 63602-2000

SYSTEM

INSTALLATION,

LIGHTING

(POLE MOUNT)

3.000 EACH

B0670 63610-2800 CONDUIT, 4-INCH,

PVC

(SCHEDULE 80) 3,800.000 LNFT

B0680 63621-1000 UTILITY BOX,

PULLBOX 11.000 EACH

B0690 63621-3000 UTILITY BOX,

JUNCTION BOX 9.000 EACH

B0700 63640-0600

RELOCATE

COMMUNICATION

LINE

(ONE FIBER

OPTIC LINE AND

THREE COAXED

CABLES)

ALL LPSM

B-11

B-12

Project No : NP-MACA 12(1), 908(1) Schedule : C Schedule Type : Option

Project Name : RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT

ACCESS ROADS

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Unit Price Amount

C0010 15101-0000 MOBILIZATION ALL LPSM

C0020 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

C0030 15401-0000 CONTRACTOR

TESTING ALL LPSM

C0040 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

2,900.000 LNFT

C0050 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

6.000 LNFT

C0060 15720-0000

STORM WATER

POLLUTION

PREVENTION

PLAN

ALL LPSM

C0070 20101-0000 CLEARING AND

GRUBBING 1.010 ACRE

C0080 20301-0100 REMOVAL OF

BOLLARD

(LIGHT) 2.000 EACH

C0090 20301-2400 REMOVAL OF

SIGN 3.000 EACH

C0100 20301-2400 REMOVAL OF

SIGN

(SALVAGE) 15.000 EACH

C0110 20301-3000

REMOVAL OF

TRASH

RECEPTACLE

3.000 EACH

C0120 20302-0300

REMOVAL OF

CURB AND

GUTTER,

CONCRETE

840.000 LNFT

C0130 20302-1000 REMOVAL OF

FENCE, RAIL 35.000 LNFT

C0140 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

980.000 SQYD

C0150 20303-3200

REMOVAL OF

SIDEWALK,

CONCRETE

1,020.000 SQYD

C0160 20401-0000 ROADWAY

EXCAVATION 1,760.000 CUYD

C0170 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

3,800.000 SQYD

C0180 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

800.000 SQYD

C0190 30101-4000

AGGREGATE

BASE GRADING C

OR D

1,160.000 TON

C0200 31302-0500

AGGREGATE-

TOPSOIL

COURSE, 5-INCH

DEPTH

785.000 SQYD

C0210 40101-0600

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

1/2-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

315.000 TON

C0220 40101-1000

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/4-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

470.000 TON

C0230 41202-0000 TACK COAT 360.000 GAL

C0240 60201-0500 15-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 35.000 LNFT

C0250 60703-0000

CLEANING

CULVERTS IN

PLACE

150.000 LNFT

B-13

C0260 60902-1100

GUTTER,

CONCRETE, 13-

INCH DEPTH

1,980.000 LNFT

C0270 60915-1000 WHEELSTOP,

CONCRETE 42.000 EACH

C0280 61501-0500

SIDEWALK,

EXPOSED

AGGREGATE

CONCRETE

910.000 SQYD

C0290 61501-0800 SIDEWALK,

AGGREGATE 100.000 SQYD

C0300 61504-2000

ACCESSIBILITY

RAMP, EXPOSED

AGGREGATE

CONCRETE

110.000 SQYD

C0310 62011-0200

STONE MASONRY

HEADWALL FOR

15-INCH PIPE

CULVERT

2.000 EACH

C0320 62401-0300

FURNISHING AND

PLACING

TOPSOIL, 4-INCH

DEPTH

2,420.000 SQYD

C0330 62502-0000 TURF

ESTABLISHMENT 2,420.000 SQYD

C0340 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

25.000 SQFT

C0350 63502-0900

TEMPORARY

TRAFFIC

CONTROL, CONE,

TYPE 28-INCH

20.000 EACH

C0360 63502-1300

TEMPORARY

TRAFFIC

CONTROL, DRUM

80.000 EACH

C0370 63502-1600

TEMPORARY

TRAFFIC

CONTROL,

WARNING LIGHT

TYPE B

20.000 EACH

C0380 63502-2900

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS,

SYMBOLS, AND

LETTERS

(ACCESSIBILITY

SYMBOL)

8.000 EACH

B-14

C0390 63503-0300

TRAFFIC

CONTROL,

BARRICADE TYPE

490.000 LNFT

C0400 63503-0700

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS

9,620.000 LNFT

C0410 63504-1000

TEMPORARY

TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

100.000 SQFT

C0420 63602-2000

SYSTEM

INSTALLATION,

LIGHTING

(36-INCH LIGHT

BOLLARD

HEIGHT)

1.000 EACH

B-15

B-16

Project No : NP-MACA 12(1), 908(1) Schedule : D Schedule Type : Option

Project Name : RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT

ACCESS ROADS

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Unit Price Amount

D0010 15101-0000 MOBILIZATION ALL LPSM

D0020 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

D0030 15401-0000 CONTRACTOR

TESTING ALL LPSM

D0040 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

850.000 LNFT

D0050 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

190.000 LNFT

D0060 15720-0000

STORM WATER

POLLUTION

PREVENTION

PLAN

ALL LPSM

D0070 20101-0000 CLEARING AND

GRUBBING 0.260 ACRE

D0080 20301-0080 REMOVAL OF

BENCH 2.000 EACH

D0090 20301-0080 REMOVAL OF

BENCH

(BIKE RACK,

SALVAGE) 2.000 EACH

D0100 20301-1100 REMOVAL OF

GATE 1.000 EACH

D0110 20301-1500 REMOVAL OF

LIGHT POLE 2.000 EACH

D0120 20301-3000

REMOVAL OF

TRASH

RECEPTACLE

1.000 EACH

D0130 20302-0300

REMOVAL OF

CURB AND

GUTTER,

CONCRETE

180.000 LNFT

D0140 20302-1000 REMOVAL OF

FENCE, RAIL 260.000 LNFT

D0150 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

1,160.000 SQYD

D0160 20303-3200

REMOVAL OF

SIDEWALK,

CONCRETE

145.000 SQYD

D0170 20401-0000 ROADWAY

EXCAVATION 425.000 CUYD

D0180 20402-0000 SUBEXCAVATION 28.000 CUYD

D0190 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

2,740.000 SQYD

D0200 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

880.000 SQYD

D0210 30101-4000

AGGREGATE

BASE GRADING C

OR D

520.000 TON

D0220 31302-0500

AGGREGATE-

TOPSOIL

COURSE, 5-INCH

DEPTH

860.000 SQYD

D0230 40101-0200

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/8-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

2,035.000 TON

D0240 40101-0600

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

1/2-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

100.000 TON

B-17

D0250 40101-1000

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/4-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

150.000 TON

D0260 41202-0000 TACK COAT 3,150.000 GAL

D0270 41301-0400

ASPHALT

PAVEMENT

MILLING, 1 1/2-

INCH DEPTH

2,680.000 SQYD

D0280 50101-0800

MINOR

CONCRETE

PAVEMENT,

REINFORCED, 8-

INCH DEPTH

170.000 SQYD

D0290 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

690.000 LNFT

D0300 61102-1700

2-INCH

WATERLINE,

POLYVINYL

CHLORIDE (PVC)

165.000 LNFT

D0310 61112-0000

WATER FOUNTAIN (WITH UPPER

BOTTLE FILLING

STATION)

1.000 EACH

D0320 61114-0000 WATER SYSTEM

ACCESSORY

, 2-INCH SHUT-

OFF VALVE 1.000 EACH

D0330 61114-0000 WATER SYSTEM

ACCESSORY

, BACK FLOW

PREVENTER 1.000 EACH

D0340 61114-0500

WATER SYSTEM

ACCESSORY,

BRANCH

(1/2-INCH TEE

CONNECTION) 1.000 EACH

D0350 61114-0500

WATER SYSTEM

ACCESSORY,

BRANCH

(2-INCH WYE

CONNECTION) 1.000 EACH

D0360 61501-0500

SIDEWALK,

EXPOSED

AGGREGATE

CONCRETE

950.000 SQYD

D0370 61504-2000

ACCESSIBILITY

RAMP, EXPOSED

AGGREGATE

CONCRETE

8.000 SQYD

B-18

D0380…