RFP_Solicitation_-_PRA-ROCR_10(5).pdf

REQUEST FOR PROPOSAL

RFP No. DTFH71- 16-R-00001

This Contract Cites

STANDARD SPECIFICATIONS (FP-03)

U.S. Customary Units

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PRA-ROCR 10(5)

ROCK CREEK PARK

BEACH DRIVE FROM ROCK CREEK PARKWAY TO

MARYLAND STATE LINE

Contract No.

PMIS #044965

ADDRESS:

CONTRACTOR:

STATE District of Columbia

COUNTY

PARK Rock Creek Park

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

Feet Route Miles

Lane Miles

A Beach Drive 99+05 To 439+70 34,065 6.45 0.00

A Harvard Street Ramp To 370 0.07 0.00

A ■ Parking Area #2 10,416 0.00 0.18

A ■ Parking Area #3 1,173 0.00 0.02

A ■ Pulloff @ Station 227 1,144 0.00 0.02

A ■ Parking Area #4 2,852 0.00 0.05

A ■ Pulloff @ Station 266 1,277 0.00 0.02

A ■ U.S. Park Police D-3 Parking Area 4,905 0.00 0.08

A ■ Parking Area #5 1,813 0.00 0.03

A ■ Parking Area #6 21,984 0.00 0.38

A ■ Pulloff @ 314 1,204 0.00 0.02

A ■ Parking Area #7 17,369 0.00 0.30

A ■ Parking Area #8 10,872 0.00 0.19

A ■ Parking Area #9 9,952 0.00 0.17

A ■ Parking Area #10 13,556 0.00 0.23

B Rock-Creek multi-use trail To 8,400 1.59 0.00

To 0.00 0.00

Project Length Totals 8.11 1.69

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

TYPE OF IMPROVEMENT

Pavement reconstruction, bridge and parking area rehabilitation, multi-use trail rehabilitation and construction, concrete curb and gutter, storm sewer replacement, traffic signal and street light replacement, permanent signing and striping, and other miscellaneous work.

TABLE OF CONTENTS

Page

Notice to Offeror 1 through 2

Checklist for Offerors Submission 1 through 2

*SF-1442 Solicitation, Offer, and Award 1 through 4

Proposal Schedule Instructions 1 through 6

*Proposal Schedule B-1 through B-19

*SF-24 Bid Bond C-1 through C-2

FEDERAL ACQUISITION REGULATION & TRANSPORTATION ACQUISITION

REGULATION SOLICITATION PROVISIONS & CONTRACT CLAUSES

Index to Federal and Transportation Acquisition Regulations 1 through 6

Representations and Certifications (OCRA online) D-1 through D-2

Instructions to Offerors E-1

*Socioeconomic Program Requirements F-1 through F-7

Minimum Wage Schedule F-8 through F-19

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-140

Section K K-1 through K-3

Permits Obtained for this Project see CD/fbo.gov

SPECIFICATIONS On CD

Plans see CD/fbo.gov

Appendices see CD/fbo.gov

Reports see CD/fbo.gov

*Subcontracting Plan 1 through 5

*Offeror’s Qualifications Form 1 through 7

* Federal Contractor Veterans’ Employment Report VETS-100A 1 through 2

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

NOTICE TO OFFERORS

CONTRACT FORMAT: Offerors 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-page in this booklet. FAR provisions and clauses incorporated by reference can be accessed on the Internet on the GSA website at www.arnet.gov/far/. Offerors are encouraged to review the documents thoroughly before submitting proposal.

PROPOSAL BOOKLET AND OFFER SUBMITTAL:

It is the responsibility of the Offeror to verify that this proposal is complete as listed in the Table of Contents. The Offeror is responsible for submitting all required forms and documents with the offer.

Offerors should use the Checklist for Bid Submission included in this booklet to check that their bids are complete.

CONSTRUCTION CONTRACTS:

As stated in FAR Clause 52.236-1, the Contractor shall perform on the site, and with its own organization, work equivalent to at least 50%. 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 Offeror must submit prior to award a Material Safety Data Sheet (MSDS's) for all hazardous materials that the Offeror identifies in paragraph (b) of this clause in the D-pages of this booklet. Failure to submit MSDS's may render the Offeror ineligible for award of contract.

ATTENTION LARGE BUSINESSES - UTILIZATION OF SMALL BUSINESS CONCERNS:

Large business Offerors should note their responsibilities in the awarding of subcontracts in accordance with FAR Clause 52.219-8, Utilization of Small Business Concerns. The offeror, if a large business concern, should note its responsibility to establish and conduct a Subcontracting Plan in accordance with FAR Clause 52.219-9, Alternate II, Small Business Subcontracting Plan. If the apparent Low Offeror is a LARGE BUSINESS it will be required to submit a Subcontracting Plan with proposal. If the apparent low offeror fails to submit a subcontracting plan acceptable to the Contracting Officer at proposal time, the offeror may be ineligible for award of the contract. PLEASE NOTE: A sample plan is included in this solicitation package as a separate document for your use.

FINANCING ASSISTANCE: Minority, Women-owned, and Disadvantaged Business Enterprises (DBE's). The Department of Transportation (DOT) offers working capital financing assistance for transportation related contracts. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $750,000 with interest at the prime rate. For further information, call (800) 532-1169 or 202-366-1930. Internet address: http://osdbuweb.dot.gov

INTERNET BASED DATA BASES - REQUIRED INPUT: According to the FAR Subpart

4.1102 contractors MUST be registered in System for Award Management (SAM) prior to contract award. Access the following web site to register: www.sam.gov

According to the FAR Subpart 4.1201 contractors MUST complete their Online Annual Representations and Certifications Application prior to contract award online at http://sam.gov/.

According to the FAR Subpart 22.1302 (b) contractors and sub-contractors MUST complete the required Annual Vets-100A Form in order to be eligible for a contract award. It can be completed on-line at http://www.dol.gov/vets/vets-100.html.

2012 VETS 100 Filing Cycle Effective January 15, 2012, Customers will no longer be able to electronically file a VETS 100/100A Report. Customers may still file, but must first download the form from the VETS website

NOTICE TO OFFERORS - (CONT'D.)

www.dol.gov/vets/programs/fcp/main.htm, fill out the form and mail or email it to: Veterans' Employment and Training Service (VETS) In Care of: Department of Labor National Contact Center (DOL-NCC) 14120 Newbrook Drive, Suite 200 Chantilly, VA 20151 (866) 237-0275 Or email to: VETS100-Customersupport@dol.gov

PAYMENT:

Offerors 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 the CCR 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 CCR database. Offerors 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 PROPOSAL DOCUMENTS:

RFP documents will not be mailed. All bid documents are available for direct download from the Federal Business Opportunities (FBO) website: http://www.fbo.gov/ or the Eastern Federal Lands Highway Division website: http://flh.fhwa.dot.gov/business/. Contractors are encouraged to register on the FBO website (for this specific project) in order to receive Email Notifications automatically 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 SAID

CHANGES.

CHECKLIST FOR OFFEROR 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.

1. Bid Envelope:

a. Addressed as shown in Block 7 of SF-1442

b. In lower left corner, indicate the following: Solicitation No., Project Name & Number, mail to room 105, if proposals are hand delivered bring them to Reception Area Room 100 and a Contract Specialist will be notified.

2. Standard Form 1442: Solicitation, Offer and Award

a. Block 14: Name and Address of Offeror.

b. Block 15: Telephone Number of Offeror.

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-19)

a. Unit proposal price and proposal amount provided for each pay item in numbers.

b. Corrections initialed.

c. Price Evaluation eligibility is indicated on the Proposal Summary page.

4. Standard Form 24, Bid Bond (Pages C-1 through C-2) (Required if bid guarantee is bid bond)

a. Date executed

b. Legal name and address of Offeror.

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 proposal total).

g. Proposal identification.

h. Signature of Offeror

i. Seal, if corporation

j. Signature of Surety

k. Seal, if corporation

PROPOSALS RECEIVED WITHOUT A VALID BID BOND WILL BE REJECTED.

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

CHECKLIST FOR OFFEROR SUBMISSION

PROPOSALS RECEIVED WITHOUT A VALID POWER OF ATTORNEY WILL BE REJECTED.

6. Fill In's. The following full text Clauses and/or Provision numbers shall be checked or filled in and return with the proposal package:

a. 52.219-4 – HubZone ONLY - See Section F, Clause 52-219-4, paragraph "C", check block if wavier is applicable.

7. Offeror's Qualifications form (provided separately as part of the proposal Documents Package). Form completed, signed and submitted with proposal

8. Sub-Contracting Plan - Large Businesses Only: Submittal is mandatory, Per FAR 52.219.9 Alt II.

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

• 44% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBzones

• 5% - Small Woman Owned Business Entities (SWBE)

• 3% - Service-Disabled Veteran-Owned Small Businesses (SDVOSB)

THE FOLLOWING THREE ITEMS IF NOT SUBMITTED WITH THE BID; MUST

BE COMPLETED ELECTRONICALLY PRIOR TO CONTRACT AWARD.

9. System for Award Management (SAM): The Contractor is currently registered in the Internet- Based SAM database at http://www.sam.gov.

10. Online Representations and Certifications Application: The Contractor's Representations and Certifications have been input online via the Internet-Based electronic database at http://www.sam.gov.

11. Vets100 Reporting: The Contractor has completed the annual Internet-Based reporting requirement online at http://www.dol.gov/vets/vets-100.html.

2011 VETS 100 Filing Cycle Effective January 15, 2012, Customers will no longer be able to electronically file a VETS 100/100A Report. Customers may still file, but must first download the form from the VETS website www.dol.gov/vets/programs/fcp/main.htm, fill out the form and mail or email it to:

Veterans' Employment and Training Service (VETS) In Care of: Department of Labor National Contact Center (DOL-NCC) 14120 Newbrook Drive, Suite 200 Chantilly, VA 20151 (866) 237-0275 Or email to: VETS100-Customersupport@dol.gov

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

DATA IN THE THREE DATABASES IS CORRECT EACH TIME A PROPOSAL

PACKAGE IS SUBMITTED. FAILURE TO PROPERLY INPUT AND/OR UPDATE

YOUR DATA PRIOR TO CONTRACT AWARD MAY CAUSE THE PROPOSAL TO

BE REJECTED.

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

EFL14PP156

Federal Highway Administration

Eastern Federal Lands Highway Div.

Acquisitions Office 21400 Ridgetop Circle

EFLHD-AC

Sterling VA 20166-6511

SEE BLOCK 7

Shirley Anderson eflhd.contracts@dot.gov

PRA-ROCR 10(5)

x 10/02/2015

DTFH716R00001

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 Parkway, Project No. PRA-ROCR 10(5), located in District of Columbia 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-19

Special Contract Requirements, Section J - pages J-1 through J-140

Appendices, see CD/fbo.gov

Plans, see CD/fbo.gov

Reports, see CD/fbo.gov

Permits, pages 1 through 66

11. The Contractor shall begin performance

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

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

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

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

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 1000 calendar days and complete it within ________________ ________________ calendar days after receiving

CONTIMUATION SHEET, BLOCK 11

11/05/2015

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

�����./�0::/303�#73//5�20�9/3:03;�2./�=03D�3/AB83/>�#2�2./�9384/5�59/48:8/>�$/60=�81�523842�#4403>#14/�=82.�2./�2/3;5�0:�2.85�5068482#2801?�8:�2.85�0::/3�85�#44/92/>

$@�2./��0E/31;/12�81�=382817�=82.81�--------------------�4#6/1>#3�>#@5�#:2/3�2./�>#2/�0::/35�#3/�>B/����������

�����./�0::/303�#73//5�20�:B3185.�#1@�3/AB83/>�9/3:03;#14/�#1>�9#@;/12�$01>5�

0��#������ ��2�

������� �)4��

3�2���%����

����������3 4��� '5 '6 �--����7��

3�2���%���

������� )4������ �$���� �� �4������

������5���������������������������

����2�� #��0 ��2�����

�)��������� )�&4'��������������� ������������ &4'���������������

�"������&��*���G��'����, Block 26

Federal Highway Administration Eastern Federal Lands Highway Division ATTN: Construction Office 21400 Ridgetop Circle Sterling, VA 20166-6511

Federal Highway Administration Eastern Federal Lands Highway Division A/P Branch, AMZ-150 P.O. Box 25710 or E-MAIL

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125

EFLHD-CO

peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text peggy.schaad Typewritten Text

Shirley.Anderson Typewritten Text

CONTINUATION OF SF 1442

Block 2:

This project is UN-RESTRICTED - Bids will be accepted from ALL eligible business concerns.

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

The award of this project is subject to a 10% price evaluation preference for eligible HubZone Small Business Concerns (must be on the SBA listing) (see FAR Clause 52.219-4).

Facsimile and electronic bids will not be accepted.

PHYSICAL DATA AVAILABLE FOR REVIEW

1. Manual on Uniform Traffic Control Devices for Streets and Highways, 2003 Edition, published by the Federal Highway Administration. http://mutcd.fhwa.dot.gov.

2. National Park Service Sign Manual, revised - January 1988, United States Department of the Interior. http://www.nps.gov/npsigns.

3. Appendices

4. Reports

5. 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.

∗Block 11:

If Schedule A (Base Contract), Schedule B (Government Option 1), and Schedule C (Government Option 2) are awarded at the same time:

The total calendar days bid to complete all contract work must be greater than or equal to ( > ) 695 and less than or equal to ( < ) 1,000.

If Schedules A, B, and C are NOT awarded at the same time, the performance period for the completion of each schedule of work is as follows:\

Schedule A is the calendar days bid on Line (4) of the Bid Summary.

Schedule B is 130 calendar days.

Schedule C will be conducted at the same time as Schedule A.

http://www.nps.gov/npsigns mailto:eflhd.contracts@dot.gov

The completion time for the contract will be the time offered by the successful bidder, not to exceed the maximum time above. Work restrictions can be found in SCR Sections 108 and 156, 555, 562, & 563. Contract Award/NTP is subject to receipt of the District of Columbia Department of Transportation’s (DDOT) Public Space Occupancy permit. Contract Award/NTP is subject to execution of utility agreement with DDOT.

Notice to Proceed will be issued within 30 days following receipt of acceptable performance and payment bonds with the earliest start date of February 29, 2016. (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.

Block 17:

Amounts should be completed as follows:

Schedule A - $ If additional Schedules and/or Options are included list separately as follows:

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

DO NOT INCLUDE ANY CONTRACT ADMINISTRATION COSTS IN BLOCK 17.

Other:

The estimated price is expected to fall within the price range of greater than 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 FHWA web site. FP-03 versions can be downloaded at the FHWA web site. FHWA web site is http://www.efl.fhwa.dot.gov/contracting-manuals-guides.aspx then click on Construction Specifications.

Basis for Award:

EFLHD intends to award a fixed price contract without discussions with Offerors (except clarifications as described in FAR 15.306(a)); therefore, the Offeror's technical and price proposal should be clear and complete and contain the Offeror's best terms. The Government reserves the right to conduct discussions if later deemed necessary. The Government further reserves the right to reject any or all offers if such action is in the Government's best interest.

http://www.efl.fhwa.dot.gov/contracting/Documents.aspx

The Government will select the offer that represents the best value to the Government by using the trade-off process described in FAR Part 15. This process permits tradeoffs between price and technical “non-cost” factors and allows the Government to accept other than the lowest priced offer. The award decision will be based on a comparative analysis and an integrated assessment of proposals against all source selection criteria in the solicitation.

Evaluation of Award:

All evaluation factors other than cost or price, when combined, are approximately equal to cost or price. The Government is concerned with striking the most advantageous balance between technical merit (“quality”) and cost to the Government (i.e., the price). The degree of importance of price could become greater depending upon the equality of the technical proposals. If competing technical proposals are determined to be essentially equal, price could become the controlling factor. The technical proposal of the firm awarded the contract will be incorporated into the contract by reference and the contractor shall be bound by its contents.

Responsibility of Offeror’s shall be evaluated in accordance with the information provided on the Bidder's Qualification Form, which can be downloaded from FHWA web site. FP-03 can be downloaded at the FHWA web site. FHWA web site is http://www.efl.fhwa.dot.gov/contracting-manuals-guides.aspx then click on “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects”.

Please Note:

This solicitation is a Request for Proposal (RFP). Therefore, there will not be a public bid opening and proposals are not available for review.

Subcontracting Goals

Required from all other than Small business when the requirement is expected to exceed $650,000 ($1,500,000 for Construction) [FAR 19.702]. The Contracting Officer, along review and advisory comments from the Office of Small Disadvantaged Business Utilization (OSDBU), is responsible for approving a reasonable and realistic plan [FAR 19.705-4] [TAM 1219.201(e)(6)]. The legislated subcontracting goals are as shown below. A copy of each subcontracting plan (or contractor statement that no subcontracts are to be awarded) must be provided to OSDBU prior to close of negotiations [TAM 1219.705-5 and - 6].

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

• 44% - Small Businesses (SB)

• 5% - Small Disadvantaged Businesses (SDB)

• 3% - HUBzones

• 5% - Small Woman Owned Business Entities (SWBE)

• 3% - Service-Disabled Veteran-Owned Small Businesses (SDVOSB) http://www.efl.fhwa.dot.gov/contracting/Documents.aspx

PROPOSAL INSTRUCTIONS

PROJECT: PRA-ROCR 10(5)

OFFERORS PLEASE NOTE: Before preparing the proposal, carefully read the Instructions to Offerors. While preparing the proposal, comply with the following:

Submit proposals to EFLHD in sealed envelopes/boxes clearly addressed and identified for “Project No.: PRA-ROCR 10(5)”. Submit the Price Proposal separately from the Technical Proposal in a sealed envelope and clearly labeled as the “Price Proposal”.

Submit eight (8) bound paper copies and one (1) unbound copy of the Technical Proposal and one (1) copy of the Technical Proposal via CD Rom. Submit two (2) unbound paper copies of the Price Proposal in a sealed envelope clearly labeled.

Submit all proposals so that they will arrive at EFLHD’s office at 21400 Ridgetop Circle, Sterling, Virginia, 20166, on the due date as specified in Block 13 of the SF-1442. Send proposals directly to the attention of Ms. Shirley Anderson. It is the Offeror’s sole responsibility to see that its proposal is received. Proposals received after the time due will be rejected without consideration or further evaluation. In addition, it is the Offeror’s responsibility to ensure all requirements of the Technical Proposal for the RFP are included.

EVALUATION OF PROPOSAL DOCUMENTS

STEP 1 – TECNICAL PROPOSAL EVALUATION

Total Maximum Score = 1,000 POINTS

The Technical Proposal is limited to 75 pages, 8.5” x 11” size paper, printed on one side only, pages numbered, and using Times New Roman font size 12. Gantt charts, site maps, or charts can be submitted on single sided sheets up to 11” x 17”. The technical proposal cover letter, outside covers, and section dividers do not count toward the 75 page limit.

An Evaluation Board will evaluate your technical proposal using the following evaluation criteria:

Factor 1 – Prior Experience, Past Performance, and Proposed Team Total Maximum Score = 300 Points

The Government will evaluate the qualifications of the Offeror by considering the Offeror’s example projects, past performance, and proposed project team, as described below.

Offerors demonstrating a higher level of successful past performance in the evaluated areas will be more favorably rated.

(a) Example Projects and Past Performance: List 3 projects, performed (completed or currently under construction) within the past 5 years, similar in scope, complexity and magnitude to the Beach Drive Project PRA-ROCR 10(5). Provide customer/owner point of contact, phone number, and email address for each relevant project. Include details regarding project budget vs. total cost and scheduled completion date vs. actual completion date. Provide a statement indicating the Offeror’s experience and technical competence in road construction in high profile and politically sensitive locations, as well as experience with traffic control in high ADT urban areas. In addition, provide a statement indicating the Offeror’s knowledge and experience working in historical or environmentally sensitive areas. List any relevant experience working with the Eastern Federal Lands Highway Division (EFLHD), the National Park Service (NPS), or the District of Columbia Department of Transportation (DDOT) in the DC Metro area.

Include any statements as to the Offeror’s integrity, reasonable and cooperative conduct, and commitment to QA/QC and customer satisfaction.

Maximum Score = 200 Points

(b) Proposed Team: Provide an organizational chart and submit resumes of key personnel to be involved in the project, indicating their specific experience within the past 5 years performing technically similar road and bridge construction work, construction project management, and construction QA/QC work for EFLHD and /or a similar DOT. At a minimum, include the Project Manager, Construction Superintendent, Traffic Safety Supervisor, and the Construction QA/QC Manager, each having a minimum of 2 years’ experience within the past 5 years performing technically the same or similar work. List any subcontractors whom the Offeror proposes to provide services and indicate their experience performing similar work.

Maximum Score = 100 Points

Factor 2 – Planned Approach to Construction and Project Understanding Total Maximum Score = 400 Points

The Government will review and evaluate each Offeror’s understanding of the contract work and overall approach to managing and constructing the project. Provide a general description of the Offeror’s methods and ability to complete the contract work on time and within budget including pavement reconstruction, bridge rehabilitation, utility replacement and coordination, traffic control, and erosion control among the other contract work.

Provide a description of the Offeror’s approach to coordinating and addressing unforeseen utility conflicts with utility owners to minimize impacts to the project schedule.

Provide a description of the Offeror’s approach to coordinating with DC Water’s sewer lining project including, but not limited to, staging and sequencing of work activities and planned approach to addressing known and unknown utility conflicts to minimize impacts to the project schedule.

Provide an overview of the Offeror’s approach to traffic control, including how the Offeror will maintain detour routes and minimize impacts to traffic through project intersections.

Identify how road and trail reconstruction work will be staged to accommodate pedestrian traffic through the project area.

Provide a description of how the Offeror will work with the Government and project stakeholders to help oversee the successful implementation of the Transportation Management Plan, including how public safety and awareness efforts will be addressed.

Provide a description of the Offeror’s means and methods for reconstructing historic stone masonry headwalls to match context and appearance.

Identify how work outside the limits of the roadway (drainage and multi-use trail work) will be performed to minimize unnecessary disturbance to the natural park environment, including trees.

Factor 3 – Project Management and Controls Total Maximum Score = 300 Points

The Government will evaluate the Project Management and Controls of the Offeror by considering the Offeror’s approach to the project’s QA/QC, schedule, and coordination as described below. Offerors demonstrating effective and efficient project management procedures will be more favorably rated.

(a) Quality Assurance and Quality Control: Provide a description of the planned approach to overall quality assurance and quality control, in order to deliver a quality construction project on-time and within budget. Include a summary of the proposed Quality Control Plan demonstrating soundness and reasonableness of the planned approach to QA/QC for construction including materials sampling and testing.

Maximum Score = 100 Points

(b) Schedule: Identify the system to be used for managing the construction schedule and provide a project schedule including critical activities, durations, logical relationships, and construction milestones. Describe the means and methods by which the Offeror will plan and control the scheduling of work to ensure the project is constructed on time or ahead of schedule.

Maximum Score = 100 Points

(c) Coordination: Provide a description of the Offeror’s approach to coordinating and monitoring the commencement, prosecution and completion of work, and reporting to

EFLHD.

Maximum Score = 100 Points

STEP 2 – PRICE

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 by adding the amounts of the several items, and show in the block provided on Page B-13 for Schedule A, Page B-17 for Schedule B, and Page B-18 for Schedule C. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, Offerors 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.

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-13 Schedule B (Government Option 1) Schedule C (Government Option 2)

- Pages B-14 thru B-17

- Pages B-18 thru B-18

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 available funds and upon receipt of all required funding. 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 funding for Schedules B and C (Government Options 1 and 2) is received after 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 365 calendar days from the Notice to Proceed for Schedule A (Base Contract).

Schedule C (Government Option 2): No later than 30 calendar days from the Notice to Proceed for Schedule A (Base Contract).

BIDDING OF CALENDAR DAYS / COMPLETION OF WORK

Determine the number of calendar days necessary to complete all contract work if all schedules and options are awarded at the same time from Notice To Proceed to contract completion.

Specify the number of calendar days (NOT to exceed the maximum number of calendar days shown in Block 11 of the SF-1442) in the space provided on the Cost Proposal Summary page. If a minimum number of calendar days is provided in Block 11 of the SF-1442, do not specify a number of calendar days lower than the minimum. Failure to specify a number of calendar days for contract completion indicates the acceptance of the maximum contract completion time provided in Block 11 of the SF-1442.

If the Government awards the contract as Schedule A + B + C, the performance period to complete all contract work will be the Total Calendar Days Bid submitted by the successful Offeror on Line (4) of the Cost Proposal Summary page.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be the Calendar Days submitted by the successful Offeror on Line (4) of the Cost Proposal Summary page.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the number of calendar days shown on the Cost Proposal Summary page and in Block 11 of the SF-1442 will become the performance period for Schedule B 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 for Schedule C will be conducted at the same time as Schedule A.

In developing a construction schedule to determine the number of calendar days included in the proposal, consider and include any work limitations shown in Sections 108 and 156 of the FP and Special Contract Requirements (SCR’s). 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. Take into consideration 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). Also consider time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the FP and SCR’s). The total calendar days bid should also include any work limitations and any delay days or Contractor/supplier winter shutdowns required due to weather sensitive work items.

For the purposes of calculating calendar days, Offerors are to assume that contract time will start no earlier than February 29, 2016. See Subsection 108.01 of the SCR’s for additional details.

It is expected that DC Water will cause delays to the project for up to 30 working days during Stage 3, 45 working days during Stage 4, and 60 working days during Stage 5. The Government’s Total Calendar Days Allowed, shown on the Cost Proposal Summary page, incorporates these expected delays. Include the DC Water expected delays into the Total Calendar Days Bid, Lines (4) of the Cost Proposal Summary page. No delay damages will be paid for expected delays caused by DC Water. See Subsection 108.01 of the SCR’s for additional details.

When evaluating the cost proposals, the Government will consider the Contract Administrative Cost for the project to be $3,300 per calendar day bid. The Contract Administrative Cost is only used to determine the Evaluation Total Price of Project.

The lowest Evaluation Total Price of Project is defined as:

Schedule A (Base Contract) Bid Total + Schedule B (Government Option 1) Bid Total + Schedule C (Government Option 2) Bid Total + Contract Administrative Cost for Total Calendar Days Bid.

Fill in the Bid Total(s) and the Contract Administrative Cost(s) as directed on the Cost Proposal Summary page(s). Fill in the Evaluation Total Price of Project in the space provided on the Cost Proposal Summary page(s).

The contract administration cost is used for evaluation and ranking purposes only. Do not include any contract administration costs when filling out Block 17 of the SF-1442. The amount in Block 17 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

STEP 3 – BEST VALUE DETERMINATION

EFLHD intends to award a fixed price contract without discussions with Offerors (except clarifications as described in FAR 15.306(a)); therefore, the Offeror's technical and price proposal should be clear and complete and contain the Offeror's best terms. The Government reserves the right to conduct discussions if later deemed necessary. The Government further reserves the right to reject any or all offers if such action is in the Government's best interest.

The Government will select the offer that represents the best value to the Government by using the trade-off process described in FAR Part 15. This process permits tradeoffs between price and technical “non-cost” factors and allows the Government to accept other than the lowest priced offer. The award decision will be based on a comparative analysis and an integrated assessment of proposals against all source selection criteria in the solicitation.

All evaluation factors other than cost or price, when combined, are approximately equal to cost or price. The Government is concerned with striking the most advantageous balance between technical merit (“quality”) and cost to the Government (i.e., the price). The degree of importance of price could become greater depending upon the equality of the technical proposals. If competing technical proposals are determined to be essentially equal, price could become the controlling factor. The technical proposal of the firm awarded the contract will be incorporated into the contract by reference and the contractor shall be bound by its contents.

B - 1

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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0150 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0250 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0300 15705-1700 SOIL EROSION CONTROL, FILTER BERM

11,600 LNFT $____________ $____________

A0350 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

50 EACH $____________ $____________

A0400 15706-1500 SOIL EROSION CONTROL, INLET PROTECTION TYPE E

420 EACH $____________ $____________

A0450 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

18 EACH $____________ $____________

A0500 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0550 20217-0000 TREE ROOT PRUNING

20,000 LNFT $____________ $____________

A0600 20220-1000 REMOVAL, INDIVIDUAL TREE

26 EACH $____________ $____________

A0650 20301-1200 REMOVAL OF HEADWALL

20 EACH $____________ $____________

A0700 20301-1400 REMOVAL OF INLET

190 EACH $____________ $____________

A0750 20301-1500 REMOVAL OF LIGHT POLE

11 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

Project No:PRA-ROCR 10(5)

Project Name:Beach Drive from Rock Creek Parkway to Maryland State Line

B - 2

A0800 20301-2000 REMOVAL OF PIPE END SECTION

30 EACH $____________ $____________

A0850 20301-3800 REMOVAL OF ELECTRICAL JUNCTION BOX

20 EACH $____________ $____________

A0900 20302-0150 REMOVAL OF BRIDGE RAILING

1,115 LNFT $____________ $____________

A0950 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

78,000 LNFT $____________ $____________

A1000 20302-0700 REMOVAL OF FENCE (WOOD SPLIT RAIL)

170 LNFT $____________ $____________

A1050 20302-1400 REMOVAL OF GUARDRAIL, TIMBER

575 LNFT $____________ $____________

A1100 20302-2100 REMOVAL OF PIPE CULVERT

4,500 LNFT $____________ $____________

A1150 20303-0300 REMOVAL OF CONCRETE (BRIDGE SIDEWALK)

660 SQYD $____________ $____________

A1200 20303-1000 REMOVAL OF MEDIAN, CONCRETE

950 SQYD $____________ $____________

A1250 20303-1100 REMOVAL OF MEDIAN, STONE (GRANITE COBBBLE)

250 SQYD $____________ $____________

A1300 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

79,000 SQYD $____________ $____________

A1350 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

800 SQYD $____________ $____________

A1400 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

160 SQYD $____________ $____________

A1450 20303-3300 REMOVAL OF SIDEWALK, STONE

50 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

B - 3

A1500 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (ROCKER BEARINGS)

ALL LPSM $___LPSM_____ $____________

A1550 20310-1000 PLUG, EXISTING PIPE

40 EACH $____________ $____________

A1600 20401-0000 ROADWAY EXCAVATION

8,000 CUYD $____________ $____________

A1650 20402-0000 SUBEXCAVATION

3,900 CUYD $____________ $____________

A1700 20701-0800 EARTHWORK GEOTEXTILE, TYPE II-B

40,000 SQYD $____________ $____________

A1750 20820-0000 DEWATERING (PINEHURST BRANCH BRIDGE)

ALL LPSM $___LPSM_____ $____________

A1800 20820-0000 DEWATERING (JOYCE ROAD BOX CULVERT)

ALL LPSM $___LPSM_____ $____________

A1850 21101-1000 ROADWAY OBLITERATION, METHOD 1

150 SQYD $____________ $____________

A1900 25102-1000 PLACED RIPRAP, CLASS 1

200 TON $____________ $____________

A1950 25102-4000 PLACED RIPRAP, CLASS 4

1,200 TON $____________ $____________

A2050 30101-4000 AGGREGATE BASE GRADING C OR D

16,000 TON $____________ $____________

A2100 30302-1000 DITCH RECONDITIONING

1,000 LNFT $____________ $____________

A2150 30303-3000 ROADWAY RECONDITIONING

52,000 SQYD $____________ $____________

A2250 40101-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

7,600 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

B - 4

A2350 40101-1000 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

17,400 TON $____________ $____________

A2450 40101-1400 SUPERPAVE PAVEMENT, 1-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3

TO <3 MILLION ESAL

6,200 TON $____________ $____________

A2550 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

8,000 SQYD $____________ $____________

A2600 50102-0600 PLAIN RIGID PAVEMENT, 7-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

(HORSE TRAIL CROSSING)

90 SQYD $____________ $____________

A2650 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (HES)

10 CUYD $____________ $____________

A2700 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

425 CUYD $____________ $____________

A2750 55205-0000 REPAIR CONCRETE (2-INCH DEPTH)

5 SQYD $____________ $____________

A2800 55205-0000 REPAIR CONCRETE (4-INCH DEPTH)

35 SQYD $____________ $____________

A2850 55205-0000 REPAIR CONCRETE (6-INCH DEPTH)

36 SQYD $____________ $____________

A2900 55205-0000 REPAIR CONCRETE (DECK REPAIR)

120 SQYD $____________ $____________

A2950 55211-0000 CLEAN AND RESEAL JOINTS (TUNNEL CONSTRUCTION JOINT)

780 LNFT $____________ $____________

A3000 55211-0000 CLEAN AND RESEAL JOINTS (BACKER ROD AND DOW 890)

100 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

B - 5

A3050 55211-0000 CLEAN AND RESEAL JOINTS (VERTICAL MASONRY WALL)

150 LNFT $____________ $____________

A3100 55503-0000 BRIDGE EXPANSION JOINTS (FIXED JOINT)

66 LNFT $____________ $____________

A3150 55503-0000 BRIDGE EXPANSION JOINTS (STRIP SEAL)

225 LNFT $____________ $____________

A3200 55601-1200 BRIDGE RAILING, STEEL, THREE RAIL

1,115 LNFT $____________ $____________

A3250 55602-1000 REMOVE AND RESET BRIDGE RAILING

50 LNFT $____________ $____________

A3300 55901-0000 MEMBRANE WATERPROOFING

220 SQYD $____________ $____________

A3350 56101-0000 STRUCTURAL CONCRETE BONDING

5 LNFT $____________ $____________

A3400 56202-0000 TEMPORARY SUPPORT STRUCTURE

ALL LPSM $___LPSM_____ $____________

A3450 56301-2000 PAINTING, STEEL STRUCTURE (BEARINGS)

ALL LPSM $___LPSM_____ $____________

A3500 56301-2000 PAINTING, STEEL STRUCTURE (BRIDGE RAIL)

ALL LPSM $___LPSM_____ $____________

A3550 56301-2000 PAINTING, STEEL STRUCTURE (CLEAN, REPAIR, AND PAINT))

ALL LPSM $___LPSM_____ $____________

A3600 56401-1000 BEARING DEVICE, ELASTOMERIC

9 EACH $____________ $____________

A3650 57901-0000 LATEX MODIFIED CONCRETE OVERLAY

910 SQYD $____________ $____________

A3700 60103-4000 CONCRETE, FOUNDATION, LIGHT POLE

12 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

B - 6

A3750 60201-0400 12-INCH PIPE CULVERT

600 LNFT $____________ $____________

A3800 60201-0500 15-INCH PIPE CULVERT

17,000 LNFT $____________ $____________

A3850 60201-0600 18-INCH PIPE CULVERT

3,000 LNFT $____________ $____________

A3900 60201-0800 24-INCH PIPE CULVERT

1,300 LNFT $____________ $____________

A3950 60201-0900 30-INCH PIPE CULVERT

300 LNFT $____________ $____________

A4000 60201-1000 36-INCH PIPE CULVERT

100 LNFT $____________ $____________

A4050 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

A4100 60210-0500 END SECTION FOR 15-INCH PIPE CULVERT

24 EACH $____________ $____________

A4150 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

A4200 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

5 EACH $____________ $____________

A4250 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

2 EACH $____________ $____________

A4300 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

A4350 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT

2 EACH $____________ $____________

A4400 60401-0000 MANHOLE

34 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base Contract

B - 7

A4450 60403-1700 INLET, TYPE 6A (DOUBLE)

403 EACH $____________ $____________

A4500 60403-1700 INLET, TYPE 6A

3 EACH $____________ $____________

A4550 60404-1000 CATCH BASIN, TYPE 1 (FIELD INLET)

21 EACH $____________ $____________

A4600 60405-0000 MANHOLE ADJUSTMENT

47 EACH $____________ $____________

A4650 60421-0000 OIL/GRIT SEPARATOR

105 EACH $____________ $____________

A4700 60501-0000 STANDARD UNDERDRAIN SYSTEM

70,000 LNFT $____________ $____________

A4750 60703-0000 CLEANING CULVERTS IN PLACE

1,000 LNFT $____________ $____________

A4800 60705-0000 RECONDITIONING DRAINAGE STRUCTURE

16 EACH $____________ $____________

A4850…