IFB Solicitation - PR ER DOT PRMNT RPR(25).pdf
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- Attached to
- Landslide Repairs in The West Region C1
- Solicitation number
- 693C73-25-B-000009
About this file
This is an Invitation for Bid (IFB) for a federal highway construction project for landslide repairs in Puerto Rico. The Federal Highway Administration's Eastern Federal Lands Highway Division is soliciting sealed bids from certified Small Business Concerns for the Landslide Repairs in The West Region C1 project, located in the municipalities of Las Marias, Mayaguez, Quebradillas, and San Sebastian. The project involves repairing landslide and washout damage caused by Hurricanes Irma and Maria on multiple highway segments, with work including embankment reconstruction, reinforced soil slope systems, gabion walls, retaining walls, drainage systems, pavement reconstruction, and other related infrastructure improvements.
The project is estimated to cost between $10-$20 million and will be split into multiple work schedules/contract options. The solicitation (No. 693C73-25-B-000009) is restricted to Small Business concerns under NAICS code 237310, with bid documents to be issued around April 29, 2025. Bidders must be registered in the System for Award Management (SAM), complete annual representations and certifications, and submit the required VETS-4212 form. The performance period is up to 1,365 calendar days, with Schedule C contingent on obtaining Right-of-Way certification. Bid documents are available on SAM.gov, and all questions should be emailed to eflhd.contracts@dot.gov.
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SOLICITATION
IFB No. 693C73-25-B-000009
This Contract Cites
Metric Units
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
PR ER DOT PRMNT RPR(25)
Puerto Rico Highway and Transportation Authority
Landslide Repairs in the West Region C1
Contract No.
ADDRESS:
CONTRACTOR:
PRHTA's Standard Specifications for Road and Bridge Construction
STATE
MUNICIPALITY
AGENCY
Puerto Rico
Las Marias, Mayaguez, Quebradillas, and San Sebastian
Puerto Rico Highway and Transportation Authority
TYPE OF IMPROVEMENT
The project consists of repairing landslides and washouts damages caused by Hurricanes Irma and Maria on PR-108, km. 16.9 (HWY-21), PR-120, km. 27.5 (HWY-80) on AC-922579; PR-124 km. 2.4 (HWY-105) on AC-924579; PR-339 km. 1.7-1.8 (HWY-347), PR-453, km. 12.7 (HWY-369) on AC-883579; PR-4406, km.
5.2-5.4 (HWY-362) on AC-845579, and PR-119, km. 20.90-21.10 (HWY-73) on AC-814579 in the municipalities of Las Marias, Mayaguez, Quebradillas, and San Sebastian Puerto Rico.
Project Length Totals For Parking Areas, Lane Miles is calculated as SQFT/11ft (nominal) lane
0.21 0.38
Schedule Parking Area Roadway / Parking Area / Other Stations / SQFT Linear
Feet Route Miles
Lane Miles
A AC-922579: PR-108, km. 16.9
(HWY-21)
100+13.50 To 101+00.15 87 0.02 0.03
A AC-922579: PR-120, km. 27.5
(HWY-80)
700+05.00 To 701+37.50 132 0.03 0.05
A AC-924579: PR-124, km. 2.4
(HWY-105)
2+00.00 To 3+10.71 111 0.02 0.04
A AC-883579: PR-339, km. 1.7-1.8
(HWY-347)
1+00.00 To 1+72.28 72 0.01 0.02
B AC-883579: PR-453, km. 12.7
(HWY-369)
1+00.00 To 2+45.00 145 0.03 0.05
C AC-845579: PR-4406, km. 5.2-5.4
(HWY-362)
1+00.00 To 3+64.65 265 0.05 0.10
D AC-814579: PR-119, km. 20.90-21.10
(HWY-73)
1+00.00 To 3+40.00 240 0.05 0.09
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 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-2
Instructions to Bidders E-1
*Socioeconomic Program Requirements F-1 through F-4
Minimum Wage Schedule F-5 through F-31
*General Contract Requirements G-1 through G-9
Construction Contract Requirements H-1 through H-6
Special Contract Requirements J-1 through J-353
Section K K-1 through K-3
Permits Obtained for this Project 1 through 24
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 402
PRHTA's Standard Drawings_Revised GABI Drawings_GABI 9-10 1 through 10
TABLE OF CONTENTS
PRHTAs Project Special Provisions with Index 1 through 61
USFWS Conservation Measures 1 through 23
Categorical Exclusion Form (NEPA) (8) See Documents/Sam.gov
State Historic Preservation Office Report (3) See Documents/Sam.gov
Asbestos Report (3) See Documents/Sam.gov
Lead Report (3) See Documents/Sam.gov
Asbestos and Lead Report (2) See Documents/Sam.gov
Asbestos and Lead Certification (5) See Documents/Sam.gov
Geotechnical Report (8) See Documents/Sam.gov
Geotechnical Report Addendum (3) See Documents/Sam.gov
Hydrologic and Hydraulic Analysis Report (8) See Documents/Sam.gov
Technical Report (6) See Documents/Sam.gov
Technical Report Addendum 1 through 10
Utility Status Report (7) 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.
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-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
04/30/2025
693C7325B000009
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 the West Region C1, Project
No. PR ER DOT PRMNT RPR(25), located in the municipalities of Las Marias, Mayaguez, Quebradillas, and San Sebastian, 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-353.
Plans, 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 402.
PRHTA's Standard Drawings_Revised GABI Drawings_GABI 9-10, pages 1 through 10.
PRHTAs Project Special Provisions with Index, pages 1 through 61.
USFWS Conservation Measures, pages 1 through 23.
Categorical Exclusion Form (NEPA) (8), See Documents/Sam.gov.
Continued ...
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 1365 calendar days and complete it within ________________ ________________ calendar days after receiving
Continuation Sheet, Block 11
06/03/2025
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)
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
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
693C7325B000009
State Historic Preservation Office Report (3), See Documents/Sam.gov.
Asbestos Report (3), See Documents/Sam.gov.
Lead Report (3), See Documents/Sam.gov.
Asbestos and Lead Report (2), See
Documents/Sam.gov.
Asbestos and Lead Certification (5), See Documents/Sam.gov.
Geotechnical Report (8), See Documents/Sam.gov.
Geotechnical Report Addendum (3), See
Documents/Sam.gov.
Hydrologic and Hydraulic Analysis Report (8), See Documents/Sam.gov.
Technical Report (6), See Documents/Sam.gov.
Technical Report Addendum, pages 1 through 10.
Utility Status Report (7), See Documents/Sam.gov.
Permits, pages 1 through 24.
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.
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: Ms. 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, 2024 Edition, published by the Federal Highway Administration. https://mutcd.fhwa.dot.gov/.
2. PRHTA's Standard Specifications for Road and Bridge Construction
3. DTOP's Manual de Senales de Transito (MST)
4. PRHTA’s Material Testing Schedule
5. PRHTA's Standard Drawings
6. PRHTA's Standard Drawings_Revised GABI Drawings_GABI 9-10
7. PRHTAs Project Special Provisions with Index
8. USFWS Conservation Measures
9. Categorical Exclusion Form (NEPA) (8)
10. State Historic Preservation Office Report (3)
11. Asbestos Report (3)
12. Lead Report (3)
13. Asbestos and Lead Report (2)
14. Asbestos and Lead Certification (5)
15. Geotechnical Report (8)
16. Geotechnical Report Addendum (3)
17. Hydrologic and Hydraulic Analysis Report (8)
18. Technical Report (6)
19. Technical Report Addendum
20. Utility Status Report (7)
21. 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 https://mutcd.fhwa.dot.gov/ mailto:eflhd.contracts@dot.gov
Block 11:
Maximum Time Allowed for the Contract if all Schedules are Awarded at the Same Time:
If the Government awards the contract as Schedules A, B, C, and D, the performance period to complete all contract work will be 1,365 calendar days.
Maximum Time Allowed for the Contract if Schedules A, B, and D are Awarded:
If the Government awards the contract as Schedules A, B, and D, the performance period to complete all contract work will be 1,185 calendar days.
If Schedules A, B, C, and D are NOT Awarded at the Same Time:
If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 895 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 of the contract will not be extended and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.
If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period of the contract will be extended 180 calendar days and the performance of Schedule C work is to be simultaneous with the performance of the
If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period of the contract will be extended 290 calendar days and the performance of Schedule D work is to be simultaneous with the performance of the
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.)
Schedule C (Government Option 2) cannot be executed until the Right-Of-Way (ROW) certification has been received.
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) - $
Other:
The estimated price is expected to fall within the price range of $10,000,000 to $20,000,000.
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/
STATEMENT OF WORK
Sealed bids will be accepted for the Landslide Repairs in The West Region C1, Project PR ER
DOT PRMNT RPR(25), Solicitation Number 693C73-25-B-000009, located in the municipalities of Las Marias, Mayaguez, Quebradillas, and San Sebastian, Puerto Rico. The project consists of repairing landslides and washouts damages caused by Hurricanes Irma and
Maria on PR-108, km. 16.9 (HWY-21), PR-120, km. 27.5 (HWY-80), PR-124, km. 2.4 (HWY-
105), PR-339, km. 1.7-1.8 (HWY-347), PR-453, km. 12.7 (HWY-369), PR-4406, km. 5.2-5.4
(HWY-362), and PR-119, km. 20.90-21.10 (HWY-73). The work includes embankment reconstruction, reinforced soil slope systems construction, gabion walls, retaining wall, soldier pile combined wall system, steel sheet pile, drainage systems installation, milling and overlay, pavement reconstruction, pavement markings, removal and replacement of guardrails, signage, temporary traffic control, and other miscellaneous work.
The project will be split into multiple work schedules/contract options, with the cost of the entire project expected to be within the price range of $10,000,000 to $20,000,000.
The performance period to complete all contract work will be 1365 calendar days after the issuance of the Notice to Proceed.
Schedule C (Government Option 2) cannot be executed until the Right-Of-Way (ROW) certification has been received.
BID SCHEDULE INSTRUCTIONS
PROJECT: PR ER DOT PRMNT RPR(25)
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 - $ .
Schedule D - $ .
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-5
Schedule B (Government Option 1) - Pages B-6 thru B-7
Schedule C (Government Option 2) - Pages B-8 thru B-10
Schedule D (Government Option 3) - Pages B-11 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), Schedule C (Government Option 2), and
Schedule D (Government Option 3); see FAR Clause 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), Schedule C
(Government Option 2), and Schedule D (Government Option 3) at that time.
If additional funding is required for the award of Schedule B (Government Option 1), Schedule C (Government Option 2), and Schedule D (Government Option 3), and received after the award of Schedule A (Base Contract), the Government has the right to exercise
Schedule B (Government Option 1), Schedule C (Government Option 2), and Schedule D
(Government Option 3), at the unit prices bid no later than:
Schedule B: 60 calendar days after the Notice to Proceed for Schedule A (Base Contract).
Schedule C: 365 calendar days after the Notice to Proceed for Schedule A (Base Contract).
Schedule D: 60 calendar days after the Notice to Proceed for 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, and D, the performance period to complete all contract work will be 1,365 calendar days.
If the Government awards the contract as Schedules A, B, and D, the performance period to complete all contract work will be 1,185 calendar days.
If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 895 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 of the contract will not be extended and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.
If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period of the contract will be extended 180 calendar days and the performance of Schedule C work is to be simultaneous with the performance of the executed contract.
If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period of the contract will be extended 290 calendar days and the performance of Schedule D work is to be simultaneous with the performance of the executed contract.
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).
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.
B I D S C H E D U L E Schedule A
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
Item No. Quantity Unit Unit Price Amount
15001-0000 Line A0020 ALL LPSM $
15100-1000 Line A0040 ALL LPSM $
15102-0000 Line A0060 ALL LPSM 635,000.00$
15401-0000 Line A0080 ALL LPSM $
15401-1000 Line A0100 ALL LPSM $
15401-2000 Line A0120 ALL LPSM $
15501-0000 Line A0140 ALL LPSM $
20100-0000 Line A0160 2.00 CUERDA $ $
20100-1000 Line A0180 2 EACH $ $
20200-0000 Line A0200 ALL LPSM $
20300-0000 Line A0220 2,200 M3 $ $
20301-0000 Line A0240 30 M3 $ $
20500-0000 Line A0260 650 M3 $ $
20600-1000 Line A0280 1,300 M3 $ $
21000-2000 Line A0300 600 M 10.00$ 6,000.00$
21000-5000 Line A0320 60 EACH 15.00$ 900.00$
21001-9000 Line A0340 ALL LPSM $
30101-0000 Line A0360 900 M3 $ $
30400-3000 Line A0380 400 M3 $ $
Schedule Total: ________________________
Submitted by: _________________________
Soil Erosion Control, Straw Bales
Temporary Erosion Control Measures
Subbase Course
Construction survey and staking
Mobilization
Reimbursement for Municipal Tax Payments
Contractor testing
Contractor Testing (Biological Species Monitoring)
Contractor Testing (Cultural Resources Protection and Monitoring)
Aggregate Base Course
Trench Excavation
Unclassified Excavation for Structure
Soil Erosion Control, Silt Fence
Construction schedule
Clearing and Grubbing
Cutting and Removing Trees, Large
Removal Structures and Obstructions
Unclassified Excavation
Borrow Class B
B-1
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
Item No. Quantity Unit Unit Price Amount
30500-2000 Line A0400 30 M2 $ $
40300-2000 Line A0420 600 M2 $ $
42100-7000 Line A0440 290 TON $ $
42100-9000 Line A0460 400 TON $ $
42101-3000 Line A0480 110 TON $ $
42101-4000 Line A0500 40 TON $ $
42101-6000 Line A0520 170 TON $ $
60200-0000 Line A0540 97,000 LBS $ $
60300-3000 Line A0560 120 M $ $
60302-1000 Line A0580 42 M $ $
60302-4000 Line A0600 30 M $ $
60400-9000 Line A0620 1 EACH $ $
60401-4000 Line A0640 2 EACH $ $
60401-4100 Line A0660 4 EACH $ $
60401-4200 Line A0680 1 EACH $ $
60401-4300 Line A0700 2 EACH $ $
60401-5000 Line A0720 4 EACH $ $
60402-2000 Line A0740 1 EACH $ $
60402-5000 Line A0760 1 EACH $ $
Headwall, Type B
Conversions of Inlets to Type 4
Inlet Type 5 <10'
Inlet Type 5 >10'
Inlet, Type II, Ht. 1 to 6
18" RCP Pipe (Class III)
24" RCP Pipe (Class III)
30" RCP Pipe (Class III)
HPM Bituminous Pavement Mix Type S (75)(12)
HPM Bituminous Pavement Mix Type B (75)(34)
Warm Mix Asphalt (WMA) Concrete, Type S (75)(38)
Inlet, Type 4
Inlet, Type III, Ht. 1 to 6
Inlet Type S
Lean Concrete Base
Cold Milling Bituminous Concrete Pavement (0.05 M Depth)
Warm Mix Asphalt (WMA) Concrete, Type B (75)(34)
Hot Plant-Mix Bituminous Pavement Mix L (75)(12)
Reinforcing Steel
B-2
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
60501-4000 Line A0780 165 M $ $
60600-1000 Line A0800 210 M $ $
60600-4000 Line A0820 100 M $ $
60600-5000 Line A0840 4 EACH $ $
60700-0000 Line A0860 125 M $ $
60800-0000 Line A0880 75 M2 $ $
60900-1000 Line A0900 470 M $ $
60900-8000 Line A0920 190 M $ $
61000-0000 Line A0940 12 M $ $
61101-0000 Line A0960 25 MO $ $
61300-3000 Line A0980 5 EACH $ $
61400-2000 Line A1000 45 M3 $ $
61500-2000 Line A1020 310 M $ $
61500-3000 Line A1040 150 M2 $ $
61700-1000 Line A1060 2 M2 $ $
61700-6000 Line A1080 165 M2 $ $
61700-9000 Line A1100 20 M3 $ $
61800-1000 Line A1120 150 M $ $
61800-2000 Line A1140 670 M $ $
Bed Course Material
Thermoplastic Pavement Markings Stripes, Yellow
Thermoplastic Pavement Markings Stripes, White
Traffic Sign Assembly, Code 3
Gabions
Steel H Piles
Steel Sheet Piling
Concrete Paved Waterway
Concrete Paved Waterway, Type V
Barbed Wire Fence, Type A
Sidewalks
Combination Concrete Curb and Gutter, Type F
Concrete Curb and Gutter (Shallow Concrete Gutter)
Concrete Barrier, Case I, Type A
Field Office
French Drain
W-beam Guardrail, Single Face
Removal, Storage and Delivery of Guardrail
New Crashworthy End Terminal Type II, TL-2
B-3
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
62100-2000 Line A1160 1 EACH $ $
62100-3000 Line A1180 5 EACH $ $
62200-2000 Line A1200 4 M3 $ $
62200-5000 Line A1220 6 M3 $ $
62200-7000 Line A1240 7 M3 $ $
62201-7000 Line A1260 13 M3 $ $
62500-1000 Line A1280 25 M3 $ $
62600-0000 Line A1300 2,700 EACH $ $
62700-1000 Line A1320 1,400 M2 $ $
62700-2000 Line A1340 1,400 M2 $ $
63200-2000 Line A1360 30 M $ $
63200-3000 Line A1380 1 EACH $ $
63601-5000 Line A1400 ALL LPSM $
63602-1000 Line A1420 1 CTSM 12,000.00$ 12,000.00$
63602-9000 Line A1440 130 M $ $
63800-1000 Line A1460 ALL LPSM $
66100-1000 Line A1480 8 EACH $ $
90100-5000 Line A1500 2,600 M $ $
90100-6000 Line A1520 18 EACH $ $
Maintenance of Traffic
Project Funding Sign
Drilled Shafts, 12 inch Diameter
Drilled Shaft Integrity Test
Jute Mesh
Cleaning and Repair of Storm Sewers
Cleaning and Repair of Manholes, Inlets, and Catch Basins
Adjustment of PRASA Facilities
Utility Company Compensation (PRASA)
16" PVC Water line
Filter Blanket, Type A
Dumped Riprap, Class I
Grouted Riprap, Class III
Furnishing and placing loamy topsoil
Planting Vetiver Grass
Seeding, (with mulch)
Hectometer Marker
Right-of-way Marker
Filter Blanket
B-4
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
90900-0000 Line A1540 980 M2 $ $
92400-1000 Line A1560 210 M2 $ $
93400-5000 Line A1580 200 M3 $ $
93400-8000 Line A1600 320 M3 $ $
93501-0000 Line A1620 8 EACH $ $
96300-0000 Line A1640 480 M2 $ $
99200-1000 Line A1660 900 M3 $ $
Structural Concrete, Class III (General Use)
Structural Concrete, Class V (General Use)
Locate Utility, Test Pit
Soil Nail System
Special Borrow Embankment
Prefabricated Drainage Composite
Erosion Control Blanket, Type 4
B-5
Schedule B
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
Item No. Quantity Unit Unit Price Amount
15001-0000 Line B0020 ALL LPSM $
15100-1000 Line B0040 ALL LPSM $
15102-0000 Line B0060 ALL LPSM 95,000.00$
15401-0000 Line B0080 ALL LPSM $
15401-2000 Line B0100 ALL LPSM $
15501-0000 Line B0120 ALL LPSM $
20100-0000 Line B0140 1.00 CUERDA $ $
20200-0000 Line B0160 ALL LPSM $
20300-0000 Line B0180 380 M3 $ $
20301-0000 Line B0200 420 M3 $ $
20500-0000 Line B0220 90 M3 $ $
20600-1000 Line B0240 40 M3 $ $
21000-2000 Line B0260 130 M 10.00$ 1,300.00$
30101-0000 Line B0280 45 M3 $ $
30400-3000 Line B0300 25 M3 $ $
30500-2000 Line B0320 2 M2 $ $
40300-2000 Line B0340 55 M2 $ $
42100-7000 Line B0360 40 TON $ $
42100-9000 Line B0380 200 TON $ $
Schedule Total: ________________________
Submitted by: _________________________
Lean Concrete Base
Cold Milling Bituminous Concrete Pavement (0.05 M Depth)
HPM Bituminous Pavement Mix Type S (75)(12)
Construction survey and staking
Mobilization
Reimbursement for Municipal Tax Payments
Contractor testing
Contractor Testing (Cultural Resources Protection and Monitoring)
Construction schedule
HPM Bituminous Pavement Mix Type B (75)(34)
Soil Erosion Control, Silt Fence
Subbase Course
Aggregate Base Course
Clearing and Grubbing
Removal Structures and Obstructions
Unclassified Excavation
Borrow Class B
Trench Excavation
Unclassified Excavation for Structure
B-6
Schedule B
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
60200-0000 Line B0400 910 LBS $ $
60300-3000 Line B0420 35 M $ $
60600-1000 Line B0440 95 M $ $
60600-4000 Line B0460 95 M $ $
60900-1000 Line B0480 85 M $ $
61101-0000 Line B0500 4 MO $ $
61400-2000 Line B0520 70 M3 $ $
61700-1000 Line B0540 55 M2 $ $
61800-2000 Line B0560 200 M $ $
62100-2000 Line B0580 1 EACH $ $
62700-1000 Line B0600 5 M2 $ $
63601-5000 Line B0620 ALL LPSM $
63602-1000 Line B0640 1 CTSM 12,000.00$ 12,000.00$
63800-1000 Line B0660 ALL LPSM $
66100-1000 Line B0680 2 EACH $ $
93400-8000 Line B0700 10 M3 $ $
93501-0000 Line B0720 2 EACH $ $
99100-0000 Line B0740 3,000 M2 $ $
Mechanically Stabilized Earth Slope (RSS)
Project Funding Sign
Structural Concrete, Class V (General Use)
Locate Utility, Test Pit
Thermoplastic Pavement Markings Stripes, White
Hectometer Marker
Seeding, (with mulch)
W-beam Guardrail, Single Face
Removal, Storage and Delivery of Guardrail
Combination Concrete Curb and Gutter, Type F
Adjustment of PRASA Facilities
Utility Company Compensation (PRASA)
Maintenance of Traffic
Reinforcing Steel
18" RCP Pipe (Class III)
Field Office
Gabions
Concrete Paved Waterway
B-7
Schedule C
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
Item No. Quantity Unit Unit Price Amount
15001-0000 Line C0020 ALL LPSM $
15100-1000 Line C0040 ALL LPSM $
15102-0000 Line C0060 ALL LPSM 330,000.00$
15401-0000 Line C0080 ALL LPSM $
15501-0000 Line C0100 ALL LPSM $
20100-0000 Line C0120 1.00 CUERDA $ $
20100-1000 Line C0140 2 EACH $ $
20100-2000 Line C0160 2 EACH $ $
20200-0000 Line C0180 ALL LPSM $
20300-0000 Line C0200 5,100 M3 $ $
20301-0000 Line C0220 2,700 M3 $ $
20301-5000 Line C0240 180 M3 $ $
20500-0000 Line C0260 20 M3 $ $
20900-0000 Line C0280 300 M3 $ $
21000-2000 Line C0300 240 M 10.00$ 2,400.00$
21000-5000 Line C0320 260 EACH 15.00$ 3,900.00$
30101-0000 Line C0340 670 M3 $ $
30400-3000 Line C0360 300 M3 $ $
30500-2000 Line C0380 50 M2 $ $
Construction survey and staking
Mobilization
Reimbursement for Municipal Tax Payments
Contractor testing
Construction schedule
Clearing and Grubbing
Lean Concrete Base
Trench Excavation
Sheathing
Soil Erosion Control, Silt Fence
Cutting and Removing Trees, Large
Cutting and Removing Trees, Small
Removal Structures and Obstructions
Unclassified Excavation
Borrow Class B
Borrow Class D
Soil Erosion Control, Straw Bales
Subbase Course
Aggregate Base Course
Schedule Total: ________________________
Submitted by: _________________________
B-8
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
Item No. Quantity Unit Unit Price Amount
40300-2000 Line C0400 710 M2 $ $
42100-7000 Line C0420 370 TON $ $
42101-5000 Line C0440 390 TON $ $
60200-0000 Line C0460 1,440 LBS $ $
60401-8000 Line C0480 4 EACH $ $
60500-8000 Line C0500 440 M $ $
60600-1000 Line C0520 240 M $ $
60700-0000 Line C0540 260 M $ $
60700-5000 Line C0560 10 M $ $
61101-0000 Line C0580 13 MO $ $
61500-3000 Line C0600 1,100 M2 $ $
61500-3100 Line C0620 45 EACH $ $
61500-4000 Line C0640 1,000 M2 $ $
61500-4100 Line C0660 35 EACH $ $
61500-5000 Line C0680 4 EACH $ $
61700-2000 Line C0700 90 M2 $ $
61700-3000 Line C0720 200 M2 $ $
61700-4000 Line C0740 20 M2 $ $
61700-5000 Line C0760 75 M2 $ $
Anchors Piles (Sheet Pile Wall)
Soldier Pile Wall
Anchors Piles (Soldier Pile Wall)
Cold Milling Bituminous Concrete Pavement (0.05 M Depth)
HPM Bituminous Pavement Mix Type S (75)(12)
4" Pipe Underdrain
W-beam Guardrail, Single Face
Barbed Wire Fence, Type A
Chain-Link Fence, Type A
Field Office
Steel Sheet Piling
Hot Plant-Mix Bituminous Pavement Mix B (75)(1)
Reinforcing Steel
Inlet Steel Grate
Concrete Paved Waterway, Type III
Concrete Paved Waterway, Type IV
Anchors Performance Test
Concrete Paved Waterway, Type I
Concrete Paved Waterway, Type II
B-9
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
61800-1000 Line C0780 350 M $ $
61800-2000 Line C0800 650 M $ $
61800-4000 Line C0820 60 EACH $ $
61800-6000 Line C0840 30 EACH $ $
62100-1000 Line C0860 1 EACH $ $
62100-2000 Line C0880 1 EACH $ $
62201-4000 Line C0900 35 M3 $ $
62201-6000 Line C0920 30 M3 $ $
62500-1000 Line C0940 120 M3 $ $
62700-1000 Line C0960 15 M2 $ $
62700-2000 Line C0980 2,000 M2 $ $
63502-4000 Line C1000 1 CTSM 12,000.00$ 12,000.00$
63502-5000 Line C1020 ALL LPSM $
63602-7000 Line C1040 45 M $ $
63602-8000 Line C1060 200 M $ $
63800-1000 Line C1080 ALL LPSM $
66100-1000 Line C1100 2 EACH $ $
93400-5000 Line C1120 10 M3 $ $
93501-0000 Line C1140 2 EACH $ $
Thermoplastic Pavement Markings Stripes, Yellow
Thermoplastic Pavement Markings Stripes, White
Reflective Raised Pavement Markings (one way clear)
Reflective Raised Pavement Markings (two way yellow)
Jute Mesh
Utility Company Compensation (PREPA)
Adjustment of PREPA Facilities
PVC Type SDR 40, 2 in D Pipe
PVC Type SDR 40, 4 in D Pipe
Maintenance of Traffic
Kilometer Marker
Hectometer Marker
Grouted Riprap, Class II
Dumped Riprap, Class II
Furnishing and placing loamy topsoil
Seeding, (with mulch)
Project Funding Sign
Structural Concrete, Class III (General Use)
Locate Utility, Test Pit
B-10
Schedule D
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
Item No. Quantity Unit Unit Price Amount
15001-0000 Line D0020 ALL LPSM $
15100-1000 Line D0040 ALL LPSM $
15102-0000 Line D0060 ALL LPSM 310,000.00$
15401-0000 Line D0080 ALL LPSM $
15401-2000 Line D0100 ALL LPSM $
15501-0000 Line D0120 ALL LPSM $
20100-0000 Line D0140 1.00 CUERDA $ $
20100-2000 Line D0160 5 EACH $ $
20200-0000 Line D0180 ALL LPSM $
20300-0000 Line D0200 7,000 M3 $ $
20301-0000 Line D0220 80 M3 $ $
20301-1000 Line D0240 4,500 M3 $ $
20500-0000 Line D0260 220 M3 $ $
21000-2000 Line D0280 300 M 10.00$ 3,000.00$
21000-5000 Line D0300 45 EACH 15.00$ 675.00$
21001-3000 Line D0320 1 EACH $ $
30400-3000 Line D0340 220 M3 $ $
40200-0000 Line D0360 160 M3 $ $
40200-1000 Line D0380 160 M3 $ $
Construction survey and staking
Mobilization
Reimbursement for Municipal Tax Payments
Contractor testing
Contractor Testing (Cultural Resources Protection and Monitoring)
Construction schedule
Replacement Aggregate Base Course
Trench Excavation
Soil Erosion Control, Silt Fence
Soil Erosion Control, Straw Bales
Clearing and Grubbing
Cutting and Removing Trees, Small
Removal Structures and Obstructions
Unclassified Excavation
Borrow Class B
Borrow Class A
Stabilized construction exit
Aggregate Base Course
Full Depth Removal of Bituminous Conc. Pav.
Schedule Total: ________________________
Submitted by: _________________________
B-11
Project No: PR ER DOT PRMNT RPR(25)
Name: Landslide Repairs in the West Region C1
40300-2000 Line D0400 20 M2 $ $
42100-7000 Line D0420 230 TON $ $
42100-9000 Line D0440 290 TON $ $
60200-0000 Line D0460 5,300 LBS $ $
60300-3000 Line D0480 10 M $ $
60301-5000 Line D0500 6 M $ $
60302-4000 Line D0520 13 M $ $
60302-5000 Line D0540 1 M $ $
60401-1000 Line D0560 1…
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