IFB Solicitation - DC NP ROCR 503(1) 24(2).pdf

SOLICITATION

IFB No. 693C73-25-B-000006

This Contract Cites

STANDARD SPECIFICATIONS (FP-14)

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DC NP ROCR 503(1), 24(2)

Rock Creek Park

RESURFACING AND RESTORATION OF PINEY BRANCH PARKWAY,

WATERSIDE DRIVE, AND 17TH STREET PEDESTRIAN FACILITIES

Contract No.

PMIS# 213558/211875

ADDRESS:

CONTRACTOR:

DISTRICT Washington, D.C.

PARK Rock Creek Park

TYPE OF IMPROVEMENT

Work consists of full depth reconstruction of Waterside Drive, mill and overlay of Piney Branch Parkway, sidewalk and boardwalk construction along 17th Street, pavement markings, drainage improvements, street light replacement, traffic calming, and other miscellaneous work.

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

1.54 3.11

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

Feet Route Miles

Lane Miles

A PINEY BRANCH PKWY NW 1000 To 3925 2,925 0.55 1.11

A 17TH STREET NW 50037 To 50691 654 0.12 0.25

B SOUTH WATERSIDE DR 10419 To 12493 2,074 0.39 0.79

B SOUTH WATERSIDE DR 20094 To 20404 310 0.06 0.12

B NORTH WATERSIDE DR 15038 To 15849 811 0.15 0.31

C PINEY BRANCH PKWY NW 3925 To 5366 1,441 0.27 0.55

TABLE OF CONTENTS

Page

Notice to Bidders 1 through 3

Checklist for Bid Submission 1 through 2

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

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-21

*General Contract Requirements G-1 through G-8

Construction Contract Requirements H-1 through H-6

Special Contract Requirements J-1 through J-41

Section K K-1 through K-3

Permits Obtained for this Project Pending

SPECIFICATIONS ON SAM.GOV

Plans 1 through 237

Categorical Exclusion Form (NEPA) 1 through 7

DC NP ROCR 503(1), 24(2) Hydraulics Report_100% 1 through 128

NP ROCR 503(1), 24(2) SWM Report_100% 1 through 53

NP ROCR 503(1), 24(2) Geotechnical Engineering Report-Piney Branch Parkway _Final 1 through 154

NP ROCR 503(1), 24(2) Geotechnical Engineering Report-Waterside Drive_Final 1 through 73

TABLE OF CONTENTS

* 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

04/02/2025

693C7325B000006

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

This Invitation for Bids is for the Rock Creek Park, Project No. DC NP ROCR 503(1), 24(2), located in Washington, D.C. in strict accordance with the

Solicitation/Contract instructions, notices, clauses, provisions, items listed below, and for the quantities of work actually performed at the unit prices as bid in the Bid Schedule, including all applicable Federal, State, and local taxes.

FP - Standard Specification for Construction of Roads & Bridges on Federal Highway Projects.

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

Special Contract Requirements, Section J - pages J-1 through J-41.

Plans, Sheets 1 through 237.

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

DC NP ROCR 503(1), 24(2) Hydraulics Report_100%, pages 1 through 128.

NP ROCR 503(1), 24(2) SWM Report_100%, pages 1 through 53.

NP ROCR 503(1), 24(2) Geotechnical Engineering Report-Piney Branch Parkway _Final, pages 1 through 154.

NP ROCR 503(1), 24(2) Geotechnical Engineering Report-Waterside Drive_Final, pages 1 through 73.

Permits, Pending.

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.)

10 383 calendar days and complete it within ________________ ________________ calendar days after receiving

Continuation Sheet, Block 11

05/06/2025

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)

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

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

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

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

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

AMENDMENT NO.

DATE.

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

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

No further contractual document is necessary.

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

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

BY

2PAGE OF

EFLHD-CO

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

SUITE E2-2-200

ATTN: CONSTRUCTION

ASHBURN VA 20147

28. NEGOTIATED AGREEMENT 29. AWARD

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

copies to issuing office.)

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

STANDARD FORM 1442 (REV. 8/2014) BACK

FFEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

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

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City OK 73125

Block 26

CONTINUATION OF SF 1442

Block 2:

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

This procurement falls under North American Industry Classification System (NAICS) code

237310 - Highway, Street, and Bridge Construction (see FAR Subpart 19.10)

Electronic bids will be accepted via email sent to EFLHD.Contracts@dot.gov. Please be sure to indicate the solicitation number, project number, and ATTN: 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. National Park Service Sign Manual, revised - January 1988, United States Department of the Interior. https://highways.dot.gov/federal-lands/design/highway-design-library.

3. Categorical Exclusion Form (NEPA)

4. DC NP ROCR 503(1), 24(2) Hydraulics Report_100%

5. NP ROCR 503(1), 24(2) SWM Report_100%

6. NP ROCR 503(1), 24(2) Geotechnical Engineering Report-Piney Branch Parkway _Final

7. NP ROCR 503(1), 24(2) Geotechnical Engineering Report-Waterside Drive_Final

8. Permits, Pending

Block 9:

In accordance with FAR Provision 52.236-27, Site Visit, a Government representative can be available to show the project to prospective bidders. All requests for site visits see Section

E of the solicitation and e-mail all questions concerning this construction project to the following e-mail address eflhd.contracts@dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

Block 11:

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

Same Time:

If the Government awards the contract as Schedules A + B + C, the performance period to complete all work will be 383 calendar days.

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

Time:

If the Government awards the contract as Schedules A + B, the performance period to complete all Schedule A and Schedule B work will be 344 calendar days.

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

Maximum Time Allowed for Each Schedule of Work if Awarded Separately:

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 152 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 192 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 39 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

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

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

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

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 July 2025. See

Subsection 108.01 of the SCRs for additional details.

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

Block 12A:

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

Block 13:

A bid guarantee in the amount of not less than 20 percent of the bid price or $3 million, whichever is less, is required with this bid. If the bidder fails to provide the required bid guarantee, such failure may require rejection of the bid. Reference FAR Provision

52.228-1, Bid Guarantee. Please note you must include a scanned copy of your official bid bond along with your bid documents if you submit your bid electronically.

Block 17:

Amounts should be completed as follows:

Schedule A - $

Schedule B (Option 1) - $

Schedule C (Option 2) - $

Other:

The estimated price is expected to fall within the price range of $5,000,000 to $10,000,000.

Responsibility of bidders shall be evaluated in accordance with the information provided on the Bidder's Qualification Form, which can be downloaded from the Contract Opportunities website located at http://SAM.gov. FP-14 versions can be downloaded at the FHWA web site located at http://flh.fhwa.dot.gov/resources/specs/.

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

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

STATEMENT OF WORK

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

Park, Project DC NP ROCR 503(1), 24(2), Solicitation Number 693C73-25-B-000006, located in Washington, D.C. The project consists of roadway repairs on Waterside Drive from the southern intersection with Rock Creek and Potomac Parkway to Massachusetts Avenue NW, and

Piney Branch Parkway from Arkansas Avenue to Beach Drive in Washington, D.C. The work includes roadway full depth reconstruction, milling and overlay, curb and gutter replacement, guardrail replacement, street light repair/replacement, sidewalk construction, drainage improvements, and other miscellaneous work.

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

The performance period to complete all contract work will be 383 calendar days after the issuance of the Notice to Proceed.

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

BID SCHEDULE INSTRUCTIONS

PROJECT: DC NP ROCR 503(1), 24(2)

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

Bidders. While preparing the bid, comply with the following:

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount

Bid have been inserted by the Government for a pay item, do not change the Unit Bid Price and

Amount Bid for the pay item. Determine the Bid Total for each specific individual Schedule of

Work by adding the amounts of the listed items and show in the block provided for that individual

Schedule of Work. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

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

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

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

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

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

SCHEDULES OF WORK

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

Schedule A (Base Contract) - Pages B-1 through B-6

Schedule B (Government Option 1) - Pages B-7 through B-11

Schedule C (Government Option 2) - Pages B-12 through B-14

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

52.217-5.

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

Government may award Schedules B and C (Government Options 1 and 2) at that time. If additional funding is required for the award of Schedules B and C (Government Options 1 and

2), and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedules B and C (Government Options 1 and 2) at the unit prices bid according to the following schedule:

Schedule B (Government Option 1): No later than the contract completion date for Schedule

A (Base Contract).

Schedule C (Government Option 2): No later than the contract completion date for Schedule

A (Base Contract).

COMPLETION OF WORK

The Government has estimated the number of calendar days necessary to complete all work from the effective date of the Notice to Proceed to contract completion for the various award scenarios.

The maximum number of calendar days allowed (i.e. the contract performance period) is shown in Block 11 of the SF-1442 and described below.

If the Government awards the contract as Schedules A + B + C, the performance period to complete all work will be 383 calendar days.

If the Government awards the contract as Schedules A + B, the performance period to complete all Schedule A and Schedule B work will be 344 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 152 calendar days and will start on the effective date of

Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 192 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 39 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

In developing a construction schedule to determine the number of calendar days, the Government considered and included the work limitations shown in Sections 108 and 156 of the FP and Special

Contract Requirements (SCRs). Specific work limitations may be (but are not limited to): National legal holidays, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. The Government also considered those work items that are weather sensitive and when those work items will be performed. Specific work items are (but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry, etc.);

those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc.); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc.).

The Government also considered time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the FP and SCRs).

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 July 2025. See Subsection

108.01 of the SCRs for additional details.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidder with the lowest Evaluation

Total Price of Project, which is defined as:

Schedule A (Base Contract) Bid Total +

Schedule B (Government Option 1) Bid Total +

Schedule C (Government Option 2) Bid Total .

B - 1

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1010 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1030 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

700 LNFT $____________ $____________

A1040 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

65 EACH $____________ $____________

A1050 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A1060 20101-0000 CLEARING AND GRUBBING

0.1 ACRE $____________ $____________

A1070 20220-1000 REMOVAL, INDIVIDUAL TREE

5 EACH $____________ $____________

A1080 20301-1400 REMOVAL OF INLET

14 EACH $____________ $____________

A1090 20301-2400 REMOVAL OF SIGN

2 EACH $____________ $____________

A1100 20301-3420 REMOVAL OF SPEED HUMP

1 EACH $____________ $____________

A1110 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

190 LNFT $____________ $____________

A1120 20302-2100 REMOVAL OF PIPE CULVERT

40 LNFT $____________ $____________

A1130 20315-0000 SAWCUTTING PAVEMENT

75 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:DC NP ROCR 503(1), 24(2)

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 2

A1140 20401-0000 ROADWAY EXCAVATION

275 CUYD $____________ $____________

A1150 20420-0000 EMBANKMENT CONSTRUCTION

35 CUYD $____________ $____________

A1160 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

4 CUYD $____________ $____________

A1170 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

15 CUYD $____________ $____________

A1180 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

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

950 TON $____________ $____________

A1190 40101-1400 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1-INCH NOMINAL

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

1,800 TON $____________ $____________

A1210 41202-0000 TACK COAT

2,550 GAL $____________ $____________

A1220 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH

750 SQYD $____________ $____________

A1230 41301-1300 ASPHALT PAVEMENT MILLING, 6-INCH DEPTH

7,000 SQYD $____________ $____________

A1240 55101-2300 TREATED TIMBER PILE, IN PLACE

1,800 LNFT $____________ $____________

A1250 55601-0900 BRIDGE RAILING, STEEL

495 LNFT $____________ $____________

A1260 55601-1300 BRIDGE RAILING, TIMBER

495 LNFT $____________ $____________

A1270 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED

6 MFBM $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 3

A1280 60201-0400 12-INCH PIPE CULVERT

33 LNFT $____________ $____________

A1290 60201-0500 15-INCH PIPE CULVERT

340 LNFT $____________ $____________

A1300 60201-0600 18-INCH PIPE CULVERT

70 LNFT $____________ $____________

A1310 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

A1320 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

A1330 60401-0000 MANHOLE

3 EACH $____________ $____________

A1340 60403-0800 INLET, FLH TYPE 4A

1 EACH $____________ $____________

A1350 60403-1400 INLET, FLH TYPE 5B

1 EACH $____________ $____________

A1360 60403-1700 INLET, FLH TYPE 6A

19 EACH $____________ $____________

A1370 60403-1800 INLET, FLH TYPE 6A MODIFIED (DOUBLE FRAME)

20 EACH $____________ $____________

A1380 60404-0000 CATCH BASIN (DDOT WATER QUALITY CATCH BASIN)

3 EACH $____________ $____________

A1390 60408-0000 JUNCTION BOX (BIORETENTION INLET SPLITTER STRUCTURE)

1 EACH $____________ $____________

A1400 60411-0000 INLET MODIFICATION

1 EACH $____________ $____________

A1410 60422-0000 INLET TRASH SCREEN

12 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 4

A1420 60703-0000 CLEANING CULVERTS IN PLACE

40 LNFT $____________ $____________

A1430 60705-0000 REPAIRING DRAINAGE STRUCTURE

2 EACH $____________ $____________

A1440 60901-0800 CURB, CONCRETE, 10-INCH DEPTH

45 LNFT $____________ $____________

A1450 60902-0800 CURB AND GUTTER, CONCRETE, 10-INCH DEPTH

200 LNFT $____________ $____________

A1460 61501-0100 SIDEWALK, CONCRETE

250 SQYD $____________ $____________

A1470 61504-1000 ACCESSIBILITY RAMP, CONCRETE

20 SQYD $____________ $____________

A1480 61509-0000 DETECTABLE WARNING PANELS

8 SQYD $____________ $____________

A1490 62401-0100 FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH

900 SQYD $____________ $____________

A1500 62502-0000 TURF ESTABLISHMENT

900 SQYD $____________ $____________

A1510 63304-0100 SIGNS, STEEL PANELS, TYPE 3 SHEETING

100 SQFT $____________ $____________

A1520 63308-3000 OBJECT MARKER, TYPE 3

2 EACH $____________ $____________

A1530 63312-0000 SPEED HUMP

6 EACH $____________ $____________

A1540 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

A1550 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

17,000 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 5

A1560 63405-0050 PAVEMENT MARKINGS, SYMBOLS

4 EACH $____________ $____________

A1570 63405-2100 PAVEMENT MARKINGS, TYPE E, SPEED HUMP MARKINGS (TYPE H)

12 EACH $____________ $____________

A1580 63405-2900 PAVEMENT MARKINGS, TYPE H, TURN ARROW

3 EACH $____________ $____________

A1590 63405-2950 PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW

1 EACH $____________ $____________

A1600 63405-3050 PAVEMENT MARKINGS, TYPE H, "ONLY" WORD MESSAGE

2 EACH $____________ $____________

A1610 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE, BI-DIRECTIONAL REFLECTIVE

(INLAID)

40 EACH $____________ $____________

A1620 63502-0800 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 18-INCH

1,300 EACH $____________ $____________

A1630 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

210 SQFT $____________ $____________

A1640 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

820 HOUR $____________ $____________

A1650 63506-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1,800 HOUR $____________ $____________

A1660 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL (FLASHING STOP SIGN)

3 EACH $____________ $____________

A1670 63641-0400 RELOCATE POLE

1 EACH $____________ $____________

A1680 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 6

A1690 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

A1700 64620-0600 REMOVE AND RESET TRASH RECEPTACLE

1 EACH $____________ $____________

A1710 64701-2000 MITIGATION, STORMWATER MANAGEMENT, BIORETENTION CELL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 7

B1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B1010 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B1030 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

30 EACH $____________ $____________

B1040 20101-0000 CLEARING AND GRUBBING

0.1 ACRE $____________ $____________

B1050 20301-1400 REMOVAL OF INLET

8 EACH $____________ $____________

B1060 20301-2400 REMOVAL OF SIGN

2 EACH $____________ $____________

B1070 20302-1200 REMOVAL OF GUARDRAIL

1,400 LNFT $____________ $____________

B1080 20302-2100 REMOVAL OF PIPE CULVERT

70 LNFT $____________ $____________

B1090 20315-0000 SAWCUTTING PAVEMENT

140 LNFT $____________ $____________

B1100 20401-0000 ROADWAY EXCAVATION

3,100 CUYD $____________ $____________

B1110 20402-0000 SUBEXCAVATION

540 CUYD $____________ $____________

B1120 20410-0000 SELECT BORROW

540 CUYD $____________ $____________

B1130 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

800 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 8

B1140 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

2 CUYD $____________ $____________

B1150 30102-0200 AGGREGATE BASE GRADING C, 6-INCH DEPTH

8,000 SQYD $____________ $____________

B1160 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

700 TON $____________ $____________

B1180 40101-1400 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1-INCH NOMINAL

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

2,700 TON $____________ $____________

B1200 41202-0000 TACK COAT

2,450 GAL $____________ $____________

B1210 60101-0000 CONCRETE (FLOWABLE FILL TO ABANDON PIPES)

60 CUYD $____________ $____________

B1220 60201-0400 12-INCH PIPE CULVERT

9 LNFT $____________ $____________

B1230 60201-0500 15-INCH PIPE CULVERT

750 LNFT $____________ $____________

B1240 60201-0600 18-INCH PIPE CULVERT

800 LNFT $____________ $____________

B1250 60201-0800 24-INCH PIPE CULVERT

600 LNFT $____________ $____________

B1260 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

B1270 60401-0000 MANHOLE

17 EACH $____________ $____________

B1280 60403-1400 INLET, FLH TYPE 5B

1 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 9

B1290 60403-1800 INLET, FLH TYPE 6A MODIFIED (DOUBLE FRAME)

4 EACH $____________ $____________

B1300 60404-0000 CATCH BASIN (DDOT STANDARD CATCH BASIN - TRIPLE)

6 EACH $____________ $____________

B1310 60404-0000 CATCH BASIN (DDOT STANDARD CATCH BASIN - DOUBLE)

2 EACH $____________ $____________

B1320 60408-0000 JUNCTION BOX (BIORETENTION INLET SPLITTER STRUCTURE)

1 EACH $____________ $____________

B1330 60422-0000 INLET TRASH SCREEN

6 EACH $____________ $____________

B1340 61701-4000 GUARDRAIL SYSTEM SBTB

1,250 LNFT $____________ $____________

B1350 61702-0000 TERMINAL SECTION

1 EACH $____________ $____________

B1360 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

1 EACH $____________ $____________

B1370 61707-2000 STRUCTURE TRANSITION RAILING, SBT SYSTEM (CONNECTION TO

GUARDWALL)

30 LNFT $____________ $____________

B1380 62401-0100 FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH

1,400 SQYD $____________ $____________

B1390 62502-0000 TURF ESTABLISHMENT

1,400 SQYD $____________ $____________

B1400 63304-0100 SIGNS, STEEL PANELS, TYPE 3 SHEETING

25 SQFT $____________ $____________

B1410 63308-3000 OBJECT MARKER, TYPE 3

1 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 10

B1420 63316-1000 REMOVE AND RESET SIGN

12 EACH $____________ $____________

B1430 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

12,000 LNFT $____________ $____________

B1440 63502-0800 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 18-INCH

70 EACH $____________ $____________

B1450 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

820 SQFT $____________ $____________

B1460 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

160 HOUR $____________ $____________

B1470 63506-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1,100 HOUR $____________ $____________

B1480 63602-2000 SYSTEM INSTALLATION, LIGHTING (REPAINTING LIGHT POLE)

26 EACH $____________ $____________

B1490 63602-2000 SYSTEM INSTALLATION, LIGHTING

3 EACH $____________ $____________

B1500 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

3 EACH $____________ $____________

B1510 63610-2200 CONDUIT, 3-INCH, PVC

190 LNFT $____________ $____________

B1520 63611-0300 WIRE, ELECTRICAL CONDUCTORS, 10 AWG

800 LNFT $____________ $____________

B1530 63611-0400 WIRE, ELECTRICAL CONDUCTORS, 8 AWG

400 LNFT $____________ $____________

B1540 63611-0800 WIRE, ELECTRICAL CONDUCTORS, 2 AWG

210 LNFT $____________ $____________

B1550 63611-1120 WIRE, ELECTRICAL CONDUCTORS, 0000 AWG

550 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 11

B1560 63614-0000 TRANSFORMER

2 EACH $____________ $____________

B1570 63623-1000 MANHOLE, ELECTRICAL

2 EACH $____________ $____________

B1580 63641-0400 RELOCATE POLE

4 EACH $____________ $____________

B1590 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

B1600 64701-2000 MITIGATION, STORMWATER MANAGEMENT, BIORETENTION CELL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 12

C1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C1010 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C1030 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

15 EACH $____________ $____________

C1040 20301-1400 REMOVAL OF INLET

4 EACH $____________ $____________

C1050 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

90 LNFT $____________ $____________

C1060 20401-0000 ROADWAY EXCAVATION

70 CUYD $____________ $____________

C1070 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

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

500 TON $____________ $____________

C1080 40101-1400 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1-INCH NOMINAL

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

1,000 TON $____________ $____________

C1100 41202-0000 TACK COAT

1,300 GAL $____________ $____________

C1110 41301-1300 ASPHALT PAVEMENT MILLING, 6-INCH DEPTH

4,000 SQYD $____________ $____________

C1120 60201-0500 15-INCH PIPE CULVERT

25 LNFT $____________ $____________

C1130 60403-1800 INLET, FLH TYPE 6A MODIFIED (DOUBLE FRAME)

7 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 13

C1140 60404-0000 CATCH BASIN (DDOT WATER QUALITY CATCH BASIN)

1 EACH $____________ $____________

C1150 60422-0000 INLET TRASH SCREEN

4 EACH $____________ $____________

C1160 60902-0800 CURB AND GUTTER, CONCRETE, 10-INCH DEPTH

83 LNFT $____________ $____________

C1170 62401-0100 FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH

550 SQYD $____________ $____________

C1180 62502-0000 TURF ESTABLISHMENT

550 SQYD $____________ $____________

C1190 63304-0100 SIGNS, STEEL PANELS, TYPE 3 SHEETING

70 SQFT $____________ $____________

C1200 63312-0000 SPEED HUMP

3 EACH $____________ $____________

C1210 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

7,300 LNFT $____________ $____________

C1220 63405-2100 PAVEMENT MARKINGS, TYPE E, SPEED HUMP MARKINGS (TYPE H)

6 EACH $____________ $____________

C1230 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE, BI-DIRECTIONAL REFLECTIVE

(INLAID)

20 EACH $____________ $____________

C1240 63502-0800 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 18-INCH

450 EACH $____________ $____________

C1250 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

210 SQFT $____________ $____________

C1260 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

200 HOUR $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 14

C1270 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Resurfacing and restoration of Piney Branch Parkway, Waterside Drive, and 17th Street pedestrian facilities

B - 15

BID SUMMARY

Project DC NP ROCR 503(1), 24(2)

(1) Schedule A (Base Contract) Bid Total (from Page B-6) = (1) $

(2) Schedule B (Government Option 1) Bid Total (from Page B-11) = (2) $

(3) Schedule C (Government Option 2) Bid Total (from Page B-14) = (3) $

Total Price of Project (for evaluation purposes only)

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

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

Time:

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 383 calendar days.

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

If the Government awards the contract as Schedules A + B, the performance period to complete all Schedule A and Schedule B work will be 344 calendar days.

Maximum Time Allowed…