IFB Solicitation - PR ER DOT PRMNT RPR(17).pdf

SOLICITATION

IFB No. 693C73-24-B-000015

This Contract Cites

Metric Units

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PR ER DOT PRMNT RPR(17)

Puerto Rico Highway and Transportation Authority

Landslide Repairs in Morovis, Puerto Rico

Contract No.

ADDRESS:

CONTRACTOR:

PRHTA's Standard Specifications for Road and Bridge Construction

STATE Puerto Rico

COUNTY Municipality: Morovis

AGENCY Puerto Rico Highway and Transportation Authority

TYPE OF IMPROVEMENT

The project consists of repairing landslides and washouts caused by Hurricanes Irma and Maria on PR-155 (KM:

37, 39.10, 40.30, 43, 43.25, 56.70, 45.50, 35, 36.15, 38.35), and on PR-159 (KM: 3.20, 3.50).

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

1.10 2.20

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

Feet Route Miles

Lane Miles

A AC-857579 HWY-258 PR-155 KM. 37 To 317 0.06 0.12

A

AC-857579 HWY-260 PR-155 KM.

39.10

To 370 0.07 0.14

A

AC-857579 HWY-261 PR-155 KM.

40.30

To 264 0.05 0.10

A AC-857579 HWY-262 PR-155 KM. 43 To 317 0.06 0.12

A

AC-857579 HWY-263 PR-155 KM.

43.25

To 317 0.06 0.12

A

AC-857579 HWY-265 PR-155 KM.

56.70

To 370 0.07 0.14

A

AC-893579 HWY-264 PR-155 KM.

45.50

To 792 0.15 0.30

A AC-905579 HWY-483 PR-155 KM. 35 To 271 0.05 0.10

A

AC-908579 HWY-257 PR-155 KM.

36.15

To 2,321 0.44 0.88

A

AC-916579 HWY-286 PR-159 KM.

3.20

To 116 0.02 0.04

A AC-916579 HWY-287 PR-159 KM. 3.50 To 110 0.02 0.04

B

AC-919579 HWY-259 PR-155 KM.

38.35

To 251 0.05 0.10

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 6

Statement of Work 1 page

Bid Schedule Instructions 1 through 3

*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 7

Representations and Certifications (SAMs online) D-1 through D-3

Instructions to Bidders E-1

*Socioeconomic Program Requirements F-1 through F-4

Minimum Wage Schedule F-5 through F-10

*General Contract Requirements G-1 through G-10

Construction Contract Requirements H-1 through H-6

Special Contract Requirements J-1 through J-347

Section K K-1 through K-3

Permits Obtained for this Project 1 through 131

SPECIFICATIONS ON SAM.GOV

Plans (6) See Documents/Sam.gov

PRHTA's Standard Specifications for Road and Bridge Construction 1 through 1158

DTOP's Manual de Senales de Transito (MST) 1 through 174

PRHTA’s Material Testing Schedule 1 through 31

PRHTA's Standard Drawings 1 through 400

PRHTA's Standard Drawings_Revised GABI Drawings_GABI 9-10 1 through 10

TABLE OF CONTENTS

USFWS Conservation Measures 1 through 23

Categorical Exclusion Form (NEPA) (10) See Documents/Sam.gov

ACM and LBP Inspector Credentials (9) See Documents/Sam.gov

Asbestos and Lead Report (2) See Documents/Sam.gov

Asbestos Report (4) See Documents/Sam.gov

Geotechnical Report (7) See Documents/Sam.gov

Geotechnical Report Addendum (13) See Documents/Sam.gov

Lead Based Paint Report (4) See Documents/Sam.gov

Technical Report (6) See Documents/Sam.gov

Utility Status Report (9) See Documents/Sam.gov

* 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

EMILY MCCLEARY

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

EFLHD.Contracts@dot.gov

See Block 10 x

07/25/2024

693C7324B000015

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

This Invitation for Bids is for the Landslide Repairs in Morovis, Puerto Rico, Project No. PR ER DOT PRMNT RPR(17) , located in the municipality of Morovis, Puerto

Rico 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.

PRHTA's Standard Specifications for Road and Bridge Construction, Pages 1 through

1158.

Bid Schedule, Section B - Pages B-1 through B-15.

Special Contract Requirements, Section J - Pages J-1 through J-347.

Plans (6), See Documents/Sam.gov

DTOP's Manual de Senales de Transito (MST), Pages 1 through 174.

PRHTA's Material Testing Schedule, Pages 1 through 31.

PRHTA's Standard Drawings, Pages 1 through 400.

PRHTA's Standard Drawings_Revised GABI Drawings_GABI 9-10, Pages 1 through 10.

USFWS Conservation Measures, Pages 1 through 23.

Categorical Exclusion Form (NEPA) (10), See Documents/Sam.gov.

ACM and LBP Inspector Credentials (9), See Documents/Sam.gov.

Continued ...

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO (If "YES", indicate within how many calendar days after award in Item 12b.)

10 1335 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

08/27/2024

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. 4-85) Prescribed by GSA FAR(48 CFR) 53.236-1(d)

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Federal Highway Administration Eastern Federal Lands Highway Division ATTN: Construction 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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ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 6

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

693C7324B000015

Asbestos and Lead Report (2), See

Documents/Sam.gov.

Asbestos Report (4), See Documents/Sam.gov.

Geotechnical Report (7), See Documents/Sam.gov.

Geotechnical Report Addendum (13), See Documents/Sam.gov.

Lead Based Paint Report (4), See

Documents/Sam.gov.

Technical Report (6), See Documents/Sam.gov.

Utility Status Report (9), See Documents/Sam.gov.

Permits, pages 1 through 131.

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

Sponsored by GSA

FAR (48 CFR) 53.110

CONTINUATION OF SF 1442

Block 2:

This project is RESTRICTED - Bids will be accepted from all eligible Small Business concerns.

This procurement falls under North American Industry Classification System (NAICS) code 237310 - Highway, Street, and Bridge Construction (see FAR Subpart 19.10)

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: Emily McCleary 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. Soils and Foundation Report

3. PRHTA's Standard Specifications for Road and Bridge Construction

4. DTOP's Manual de Senales de Transito (MST)

5. PRHTA’s Material Testing Schedule

6. PRHTA's Standard Drawings

7. PRHTA's Standard Drawings_Revised GABI Drawings_GABI 9-10

8. USFWS Conservation Measures

9. Categorical Exclusion Form (NEPA) (10)

10. ACM and LBP Inspector Credentials (9)

11. Asbestos and Lead Report (2)

12. Asbestos Report (4)

13. Geotechnical Report (7)

14. Geotechnical Report Addendum (13)

15. Lead Based Paint Report (4)

16. Technical Report (6)

17. Utility Status Report (9)

18. Permits

Block 9:

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

mailto:EFLHD.Contracts@dot.gov mailto:eflhd.contracts@dot.gov

Block 11:

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

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 1335 calendar days.

Maximum Time Allowed if Schedules A, B, and C are Not Awarded at the Same Time:

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 965 calendar days.

If the Government awards the contract as Schedules A + C, the performance period to complete all contract work will be 1190 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all contract work will be 845 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 contract work will be 265 calendar days and will start 365 calendar days after the effective date of Schedule A’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 contract work will be 475 calendar days and will start 60 calendar days after the effective date of Schedule A’s Notice to Proceed.

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

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

Notice to Proceed will be issued within 30 days following receipt of acceptable performance and payment bonds. (Actual Notice to Proceed date will be 10 days from issuance or the date specified in the Notice.)

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 October 2024.

See Subsection 108.01 of the SCR’s for additional details.

Block 12A:

Furnish performance and payment bonds in accordance with FAR Clause 52.228-15.

Block 13:

A bid guarantee in the amount of not less than 20 percent of the bid price or $3 million, whichever is less, is required with this bid. If the bidder fails to provide the required bid guarantee, such failure may require rejection of the bid. Reference FAR Provision 52.228-1, Bid Guarantee. Please note you must include a scanned copy of your official bid bond along with your bid documents if you submit your bid electronically.

Block 17:

Amounts should be completed as follows:

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

Other:

The estimated price is expected to fall within the price range of $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. PRHTA’s Standard Specifications for Road and Bridge Construction Manual is provided in the solicitation package and can be downloaded from the Contract Opportunities website located at http://SAM.gov.

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

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

STATEMENT OF WORK

Sealed bids will be accepted for the Landslide Repairs in Morovis, Puerto Rico, Project PR ER DOT PRMNT RPR(17), Solicitation Number 693C73-24-B-000015, located in the municipality of Morovis, Puerto Rico. The project consists of repairing landslides and washouts caused by Hurricanes Irma and Maria on PR-155 (KM: 37, 39.10, 40.30, 43, 43.25, 56.70, 45.50, 35, 36.15, 38.35), and on PR-159 (KM: 3.20, 3.50). The work includes embankment reconstruction, shotcrete wall construction, soil nail wall construction, Reinforced Soil Slope (RSS) system construction, gabion wall construction, Mechanically Stabilized Earth (MSE) retaining wall construction, drainage system installation, milling and overlay, pavement reconstruction, pavement markings, removal and replacement of guardrails, signage, maintenance of traffic (MOT), 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 1335 calendar days after the issuance of the Notice to Proceed.

BID SCHEDULE INSTRUCTIONS

PROJECT: PR ER DOT PRMNT RPR(17)

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 Special Contract Requirements (SCR) regarding scope of payment for direct and indirect payment work.

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

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

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

SCHEDULES OF WORK

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

Schedule A (Base Contract) - Pages B-1 thru B-6 Schedule B (Government Option 1) - Pages B-7 thru B-9 Schedule C (Government Option 2) - Pages B-10 thru B-14

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

The purpose of the multiple schedules and options is to give the Government maximum flexibility in completing the project in a timely manner and at a cost-effective price, by proper utilization of programmed funds and upon receipt of any additional funds or permits required to award the contract. If complete funding is in place at the time of award of Schedule A (Base Contract), the Government may award Schedule B (Government Option 1) and Schedule C (Government Option 2) at that time.

If additional funding is required for the award of Schedule B (Government Option 1) or Schedule C (Government Option 2), and received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedule B (Government Option 1) at the unit price bid no later than 365 calendar days from the Notice to Proceed of Schedule A (Base Contract), and exercise Schedule C (Government Option 2) at the unit price bid no later than 60 calendar days from the Notice to Proceed of Schedule A (Base Contract).

COMPLETION OF WORK

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

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 1335 calendar days.

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 965 calendar days.

If the Government awards the contract as Schedules A + C, the performance period to complete all contract work will be 1190 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 845 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 contract work will be 265 calendar days and will start 365 calendar days after the effective date of Schedule A’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 contract work will be 475 calendar days and will start 60 calendar days after the effective date of Schedule A’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 Special Contract Requirements (SCR). 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 may include (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 SCR).

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 October 2024. See Subsection 108.01 of the SCR’s for additional details.

BASIS FOR AWARD

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

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

B I D S C H E D U L E

Schedule: A

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

15000-1000 Line 0010 ALL LPSM $

15100-1000 Line 0020 ALL LPSM $

15102-0000 Line 0030 1 CTSM $

15401-0000 Line 0040 ALL LPSM $

15401-1000 Line 0050 ALL LPSM $

15401-2000 Line 0060 ALL LPSM $

15501-0000 Line 0070 ALL LPSM $

20100-1000 Line 0080 0.85 Cuerda $ $

20100-2000 Line 0090 55 Each $ $

20100-3000 Line 0100 6 Each $ $

20200-1000 Line 0110 ALL LPSM $

20200-8000 Line 0120 25 M $ $

20201-6000 Line 0130 140 M $ $

20300-1000 Line 0140 5,750 m3 $ $

20300-4000 Line 0150 1,895 m3 $ $

20300-5000 Line 0160 2,980 m3 $ $

20300-8000 Line 0170 175 m2 $ $

20600-1000 Line 0180 7,010 m3 $ $

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265; AC-916579: ER-

HWY-286, 287

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Cultural Resource Protection and Monitoring)

Removal of Concrete Barrier

Unclassified Excavation

Borrow Class A-1

Construction Schedule

Clearing and Grubbing

Cutting and Removing Trees, Small

Cutting and Removing Trees, Large

Removal of Structures and Obstructions

Removal of Structures and Obstructions (Existing Curb)

Borrow Class B-1

Proof Rolling

Unclassified Excavation for Structures

Submitted by: __________________________

Schedule Total: _________________________

645,000.00

B-1

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265; AC-916579: ER-

HWY-286, 287

20600-5000 Line 0190 ALL LPSM $

20600-6000 Line 0200 ALL LPSM $

20600-7000 Line 0210 ALL LPSM $

20700-1000 Line 0220 500 m3 $ $

21000-1000 Line 0230 815 M $ $

21000-2000 Line 0240 790 Each $ $

21000-8000 Line 0250 20 M $ $

21000-9000 Line 0260 490 m2 $ $

21001-1000 Line 0270 7 Each $ $

21200-1000 Line 0280 145 m2 $ $

30100-1000 Line 0290 90 m3 $ $

30400-1000 Line 0300 205 m3 $ $

30500-1000 Line 0310 1,050 m2 $ $

40200-1000 Line 0320 215 m3 $ $

40300-1000 Line 0330 6,440 m2 $ $

42100-3000 Line 0340 845 TON $ $

42100-5000 Line 0350 445 TON $ $

42100-6000 Line 0360 75 TON $ $

Lean Concrete Base

Full Depth Removal of Bituminous Concrete Pavement

Cold Milling Bituminous Concrete Pavement, Variable Depth (0.025m to 0.075m)

Temporary Shoring and Bracing (HWY-263)

Temporary Shoring and Bracing (HWY-265)

Temporary Shoring and Bracing (HWY-483)

Floating Turbidity Barrier

Turf Reinforcement Mat

Stabilized Construction Exit

Reconditioning of Shoulders and Ditches

Subbase Course

Aggregate Base Course, Grading A

Foundation Fill

Silt Fence

Straw Bales

Hot Plant Mix Asphalt Concrete, Type S (75)(12)

Hot Plant Mix Asphalt Concrete, Type B (75)(34)

Hot Plant Mix Asphalt Concrete, Type B (75)(1)

11,850.00

8,150.0010.00

15.00

105.00 2,100.00

B-2

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265; AC-916579: ER-

HWY-286, 287

60200-1000 Line 0370 17,295 lb $ $

60300-2000 Line 0380 28 M $ $

60302-2000 Line 0390 1 Each $ $

60302-5000 Line 0400 1 Each $ $

60500-2000 Line 0410 85 M $ $

60600-1000 Line 0420 365 M $ $

60600-4000 Line 0430 145 M $ $

60600-9000 Line 0440 12 Each $ $

60700-1000 Line 0450 650 M $ $

60900-2000 Line 0460 115 M $ $

60900-6000 Line 0470 80 M $ $

61000-3000 Line 0480 140 M $ $

61000-4000 Line 0490 25 M $ $

61000-5000 Line 0500 40 M $ $

61101-1000 Line 0510 29 mo $ $

61200-2000 Line 0520 8 Each $ $

61310-1000 Line 0530 1 Each $ $

61310-2000 Line 0540 1 Each $ $

Reinforcing Steel

24" Reinforced Concrete Pipe Class-III

24" Reinforced Concrete Pipe, End Section

Inlet, Type V

6 inch Pipe Underdrain, Type Non-Perforated PVC Schedule 40

W-Beam Guardrail, Single Face

Concrete Barrier, Type C (Modified)

Concrete Barrier, Bridge Parapet

Field Office

Temporary Lighting Standard

Traffic Sign Assembly, Code 1

Traffic Sign Assembly, Code 2

Removal, Storage and Delivery of Existing Guardrail

ThrieBeam Transition Section, Type II

Barbed Wire Fence, Type A

Combination Concrete Curb and Gutter, Type-F

Concrete Gutter

Concrete Barrier, Type C

B-3

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265; AC-916579: ER-

HWY-286, 287

61310-3000 Line 0550 1 Each $ $

61310-4000 Line 0560 1 Each $ $

61310-5000 Line 0570 2 Each $ $

61310-6000 Line 0580 6 Each $ $

61310-7000 Line 0590 1 Each $ $

61310-8000 Line 0600 1 Each $ $

61314-1000 Line 0610 3 Each $ $

61314-2000 Line 0620 10 Each $ $

61314-3000 Line 0630 10 Each $ $

61400-1000 Line 0640 580 m3 $ $

61600-1000 Line 0650 ALL LPSM $

61700-1000 Line 0660 120 m2 $ $

61701-1000 Line 0670 195 m2 $ $

61701-2000 Line 0680 70 m3 $ $

61701-3000 Line 0690 40 m2 $ $

61701-4000 Line 0700 100 m2 $ $

61800-2000 Line 0710 1,965 M $ $

61800-3000 Line 0720 1,005 M $ $

Traffic Sign Assembly, Code 11

Traffic Sign Assembly, Code 14

Traffic Sign Assembly, Code 15

Gabions

Structural Steel, Furnished, Fabricated and Erected

Concrete Paved Waterway, Type I

Traffic Sign Assembly, Code 3

Traffic Sign Assembly, Code 4

Traffic Sign Assembly, Code 5

Traffic Sign Assembly, Code 6

Traffic Sign Assembly, Code 7

Traffic Sign Assembly, Code 8

Concrete Paved Waterway, Type II

Bed Course Material

Concrete Paved Waterway, Type III

Concrete Paved Waterway, Type IV

Thermoplastic Pavement Marking Stripes, White

Thermoplastic Pavement Marking Stripes, Yellow

B-4

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265; AC-916579: ER-

HWY-286, 287

62100-2000 Line 0730 2 Each $ $

62101-2000 Line 0740 51 Each $ $

62200-1000 Line 0750 35 m3 $ $

62200-7000 Line 0760 15 m3 $ $

62201-1000 Line 0770 5 m3 $ $

62201-2000 Line 0780 5 m3 $ $

62300-1000 Line 0790 270 m3 $ $

62300-2000 Line 0800 90 m3 $ $

62400-1000 Line 0810 660 M $ $

62500-1000 Line 0820 270 m3 $ $

62600-6000 Line 0830 11 Each $ $

62700-1000 Line 0840 810 m2 $ $

62700-3000 Line 0850 515 m2 $ $

62700-4000 Line 0860 600 m2 $ $

62800-1000 Line 0870 340 m2 $ $

63100-1000 Line 0880 1,660 m2 $ $

63200-2000 Line 0890 20 M $ $

63200-3000 Line 0900 4 Each $ $

Hectometer Marker

Right-of-Way Marker

Dumped Riprap, Class I

Grouted Riprap, Class II

Filter Blanket, Type A

Filter Blanket, Type B

Jute Mesh

Erosion Control Blanket

Sodding

Pneumatically Applied Mortar

Cleaning and Repair of Storm Sewer

Cleaning and Repair of Manholes, Inlets and Catch Basins

Stone Revetment, Type V

Filter Stone, Type D

Vertical Wick Drains

Furnishing and Placing Loamy Topsoil

Protection to Existing Trees

Seeding, (without mulch)

B-5

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265; AC-916579: ER-

HWY-286, 287

63802-1000 Line 0910 ALL LPSM $

64000-3000 Line 0920 15 Each $ $

64000-6000 Line 0930 130 Each $ $

64000-7000 Line 0940 100 Each $ $

66100-1000 Line 0950 2 Each $ $

91001-4000 Line 0960 4 Each $ $

91001-5000 Line 0970 8 Each $ $

91200-1000 Line 0980 770 m2 $ $

91300-4000 Line 0990 1 Each $ $

92600-1000 Line 1000 65 m2 $ $

93101-1000 Line 1010 75 M $ $

93101-4000 Line 1020 45 SQM $ $

93400-1000 Line 1030 6 m3 $ $

93400-3000 Line 1040 85 m3 $ $

99100-1000 Line 1050 755 m2 $ $

New Transition Module, < 45mph

Pre-fabricated Drainage Composite

Removal of Existing Traffic Signs

Mechanically Stabilized Earth (MSE) Retaining Wall

Removal and Disposal of Lead Based Paint (Guardrail)

Removal and Disposal of Lead Based Paint (Concrete Barrier, Parapet)

Maintenance of Traffic (MOT)

Reflective Raised Pavement Markers, One way, Clear

Reflective Raised Pavement Markers, Two way, Clear-Red

Reflective Raised Pavement Markers, Two way, Yellow-Yellow

Project Funding Sign

New Transition Module (Cast-In-Place)

Structural Concrete, Class III (General Use)

Structural Concrete, Class V (General Use)

Mechanically Stabilized Earth (MSE) Slopes

B-6

Schedule: B

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

15000-1000 Line 0010 ALL LPSM $

15100-1000 Line 0020 ALL LPSM $

15102-0000 Line 0030 1 CTSM $

15401-0000 Line 0040 ALL LPSM $

15401-1000 Line 0050 ALL LPSM $

15501-0000 Line 0060 ALL LPSM $

20100-1000 Line 0070 0.15 Cuerda $ $

20100-2000 Line 0080 4 Each $ $

20100-3000 Line 0090 1 Each $ $

20200-1000 Line 0100 ALL LPSM $

20201-6000 Line 0110 15 M $ $

20300-1000 Line 0120 50 m3 $ $

20300-7000 Line 0130 10 m3 $ $

20600-1000 Line 0140 235 m3 $ $

20600-5000 Line 0150 ALL LPSM $

21000-1000 Line 0160 65 M $ $

21000-2000 Line 0170 200 Each $ $

21001-1000 Line 0180 1 Each $ $

AC-919579: ER-HWY-259

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Borrow Class D-1

Unclassified Excavation for Structures

Temporary Shoring and Bracing (HWY-259)

Clearing and Grubbing

Cutting and Removing Trees, Small

Cutting and Removing Trees, Large

Removal of Structures and Obstructions

Removal of Concrete Barrier

Unclassified Excavation

Silt Fence

Straw Bales

Stabilized Construction Exit

Submitted by: __________________________

Schedule Total: _________________________

3,000.00

650.0010.00

15.00

55,000.00

B-7

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-919579: ER-HWY-259

21200-1000 Line 0190 95 m2 $ $

30500-1000 Line 0200 155 m2 $ $

40200-1000 Line 0210 5 m3 $ $

40300-1000 Line 0220 30 m2 $ $

42100-3000 Line 0230 105 TON $ $

42100-5000 Line 0240 70 TON $ $

60200-1000 Line 0250 235 lb $ $

60600-1000 Line 0260 40 M $ $

60600-9000 Line 0270 2 Each $ $

60700-1000 Line 0280 40 M $ $

61000-4000 Line 0290 20 M $ $

61101-1000 Line 0300 4 mo $ $

61200-2000 Line 0310 2 Each $ $

61400-1000 Line 0320 5 m3 $ $

61800-2000 Line 0330 220 M $ $

61800-3000 Line 0340 30 M $ $

62101-2000 Line 0350 10 Each $ $

62200-1000 Line 0360 3 m3 $ $

Temporary Lighting Standard

Gabions

Thermoplastic Pavement Marking Stripes, White

Reconditioning of Shoulders and Ditches

Lean Concrete Base

Full Depth Removal of Bituminous Concrete Pavement

Reinforcing Steel

W-Beam Guardrail, Single Face

ThrieBeam Transition Section, Type II

Barbed Wire Fence, Type A

Concrete Barrier, Type C (Modified)

Field Office

Cold Milling Bituminous Concrete Pavement, Variable Depth (0.025m to 0.075m)

Hot Plant Mix Asphalt Concrete, Type S (75)(12)

Hot Plant Mix Asphalt Concrete, Type B (75)(34)

Thermoplastic Pavement Marking Stripes, Yellow

Right-of-Way Marker

Dumped Riprap, Class I

B-8

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-919579: ER-HWY-259

62201-1000 Line 0370 1 m3 $ $

62500-1000 Line 0380 10 m3 $ $

62800-1000 Line 0390 75 m2 $ $

63200-2000 Line 0400 25 M $ $

63200-3000 Line 0410 1 Each $ $

63802-1000 Line 0420 ALL LPSM $

64000-6000 Line 0430 30 Each $ $

64000-7000 Line 0440 15 Each $ $

66100-1000 Line 0450 2 Each $ $

91001-5000 Line 0460 2 Each $ $

92600-1000 Line 0470 55 m2 $ $

93400-1000 Line 0480 5 m3 $ $

Filter Blanket, Type A

Furnishing and Placing Loamy Topsoil

Sodding

Cleaning and Repair of Storm Sewer

Cleaning and Repair of Manholes, Inlets and Catch Basins

Maintenance of Traffic (MOT)

Reflective Raised Pavement Markers, Two way, Clear-Red

Reflective Raised Pavement Markers, Two way, Yellow-Yellow

Project Funding Sign

New Transition Module, < 45mph

Mechanically Stabilized Earth (MSE) Retaining Wall

Structural Concrete, Class III (General Use)

B-9

Schedule: C

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

15000-1000 Line 0010 ALL LPSM $

15100-1000 Line 0020 ALL LPSM $

15102-0000 Line 0030 1 CTSM $

15401-0000 Line 0040 ALL LPSM $

15401-1000 Line 0050 ALL LPSM $

15501-0000 Line 0060 ALL LPSM $

20100-1000 Line 0070 0.30 Cuerda $ $

20100-2000 Line 0080 19 Each $ $

20200-1000 Line 0090 ALL LPSM $

20200-9000 Line 0100 1 Each $ $

20201-6000 Line 0110 115 M $ $

20300-1000 Line 0120 1,020 m3 $ $

20300-2000 Line 0130 30 m3 $ $

20300-5000 Line 0140 2,760 m3 $ $

20500-1000 Line 0150 145 m3 $ $

20600-1000 Line 0160 1,780 m3 $ $

20600-5000 Line 0170 ALL LPSM $

20600-6000 Line 0180 ALL LPSM $

20600-7000 Line 0190 ALL LPSM $

21000-1000 Line 0200 620 M $ $

Schedule Total: _________________________

Submitted by: __________________________

Unclassified Excavation for Structures

Temporary Shoring and Bracing (HWY-257)

Temporary Shoring and Bracing (HWY-260)

AC-908579, ER-HWY-257; AC-857579, ER-HWY-

260 & 261

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Temporary Shoring and Bracing (HWY-261)

Silt Fence

Rock Excavation

Borrow Class B-1

Trench Excavation, Unclassified

Clearing and Grubbing

Cutting and Removing Trees, Small

Removal of Structures and Obstructions

Removal of Traffic Sign

Removal of Concrete Barrier

Unclassified Excavation

315,000.00

6,200.0010.00

B-10

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-908579, ER-HWY-257; AC-857579, ER-HWY-

260 & 261

21000-2000 Line 0210 550 Each $ $

21000-6000 Line 0220 1 Each $ $

21001-1000 Line 0230 3 Each $ $

30400-1000 Line 0240 145 m3 $ $

30500-1000 Line 0250 875 m2 $ $

40200-1000 Line 0260 90 m3 $ $

40300-1000 Line 0270 2,010 m2 $ $

42100-1000 Line 0280 30 TON $ $

42100-2000 Line 0290 15 TON $ $

42100-3000 Line 0300 300 TON $ $

42100-5000 Line 0310 395 TON $ $

60200-1000 Line 0320 700 lb $ $

60300-3000 Line 0330 20 M $ $

60300-8000 Line 0340 5 M $ $

60400-1000 Line 0350 1 Each $ $

60401-1000 Line 0360 1 Each $ $

60401-2000 Line 0370 1 Each $ $

60402-6000 Line 0380 1 Each $ $

60500-1000 Line 0390 40 M $ $

60600-1000 Line 0400 185 M $ $

Inlet, No. 2: Model A (Depth 3.39 m)

Headwall, Type B

4 inch Pipe Underdrain, Type Non-Perforated PVC Schedule 40

W-Beam Guardrail, Single Face

60" Reinforced Concrete Pipe Class III

Manhole, No. 1: Model B (Depth 3.50 m)

Inlet, No. 1: Model B (Depth 2.33 m)

Cold Milling Bituminous Concrete Pavement, Variable Depth (0.025m to 0.075m)

Hot Plant Mix Asphalt Concrete, Type S (50)(12)

Hot Plant Mix Asphalt Concrete, Type B (50)(12)

Hot Plant Mix Asphalt Concrete, Type S (75)(12)

Temporary Rock Barrier Sediment Trap

Stabilized Construction Exit

Aggregate Base Course, Grading A

Hot Plant Mix Asphalt Concrete, Type B (75)(34)

Reinforcing Steel

30" Reinforced Concrete Pipe Class-III

Straw Bales

Lean Concrete Base

Full Depth Removal of Bituminous Concrete Pavement

8,250.0015.00

B-11

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-908579, ER-HWY-257; AC-857579, ER-HWY-

260 & 261

60600-4000 Line 0410 30 M $ $

60600-5000 Line 0420 2 Each $ $

60600-9000 Line 0430 4 Each $ $

60601-1000 Line 0440 60 M $ $

60700-1000 Line 0450 235 M $ $

60700-3000 Line 0460 22 M $ $

61000-3000 Line 0470 70 M $ $

61000-4000 Line 0480 22 M $ $

61101-1000 Line 0490 12 mo $ $

61200-2000 Line 0500 4 Each $ $

61400-1000 Line 0040 1,520 m3 $ $

61700-1000 Line 0520 60 m2 $ $

61701-1000 Line 0530 95 m2 $ $

61701-2000 Line 0540 20 m3 $ $

61800-2000 Line 0550 775 M $ $

61800-3000 Line 0560 105 M $ $

62101-2000 Line 0570 25 Each $ $

62200-1000 Line 0580 15 m3 $ $

62201-1000 Line 0590 10 m3 $ $

62500-1000 Line 0600 70 m3 $ $

Thermoplastic Pavement Marking Stripes, White

Thermoplastic Pavement Marking Stripes, Yellow

Right-of-Way Marker

Dumped Riprap, Class I

Filter Blanket, Type A

Furnishing and Placing Loamy Topsoil

Field Office

Temporary Lighting Standard

Contractor Testing

Concrete Paved Waterway, Type I

Concrete Paved Waterway, Type II

Bed Course Material

ThrieBeam Transition Section, Type II

W-Beam Guardrail, Single Face (Strong Post)

Barbed Wire Fence, Type A

Chain-Link Fence, Type A

Concrete Barrier, Type C

Concrete Barrier, Type C (Modified)

Removal, Storage and Delivery of Existing Guardrail

Crashworthy End Terminal Type II, TL-2

B-12

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-908579, ER-HWY-257; AC-857579, ER-HWY-

260 & 261

62700-1000 Line 0610 110 m2 $ $

62700-3000 Line 0620 375 m2 $ $

62800-1000 Line 0630 270 m2 $ $

63200-2000 Line 0640 20 M $ $

63200-3000 Line 0650 2 Each $ $

63500-6000 Line 0660 2 Each $ $

63500-7000 Line 0670 130 M $ $

63500-8000 Line 0680 175 M $ $

63504-1000 Line 0690 ALL LPSM $

63504-2000 Line 0700 1 CTSM $

63505-1000 Line 0710 3 Each $ $

63505-2000 Line 0720 1 Each $ $

63505-3000 Line 0730 1 Each $ $

63505-4000 Line 0740 2 Each $ $

63505-5000 Line 0750 2 Each $ $

63505-6000 Line 0760 2 Each $ $

63505-7000 Line 0770 2 Each $ $

63505-8000 Line 0780 2 Each $ $

63505-9000 Line 0790 2 Each $ $

63506-1000 Line 0800 2 Each $ $

PREPA Distribution, Standard M16-4

PREPA Distribution, Standard M2-1

PREPA Distribution, Standard E1-2

PREPA…