Book 1_Agness2.pdf

INVITATION FOR BIDS

Solicitation No. DTFH70-10-B-00011

OR FS ARRA FDR 33(4)

AGNESS ROAD RECONSTRUCTION, PHASE 2 BOOK 1

Solicitation, Offer & Award, Bid Schedule, Contract Clauses, Minimum Wage Schedule, Special Contract Requirements, and Plans

This solicitation cites

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 Metric Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

610 EAST FIFTH STREET

VANCOUVER, WA 98661-3801

Phone: (360) 619-7520 – FAX: (360) 619-7932

Web site: http://www.wfl.fhwa.dot.gov/contracting/ e-mail : wfl.contracts@dot.gov

This solicitation is a HUBZone Small Business Set-aside See FAR clause 52.219-3 (pg C-19)

QUICK INDEX

Page Item --- Bid Submittal Checklist --- Authority to Sign --- Bid Bond --- Table of Contents A-1 Notice to Bidders A-3 SF 1442, Solicitation, Offer and

Award A-7 Bid Schedule B-1 Solicitation Provisions C-1 Contract Clauses D-1 Davis-Bacon Wage Rates E-1 Special Contract Requirements

BID REMINDERS

Electronic bids will not be accepted. Submit printed copy of bid to the address listed on the enclosed SF 1442. Before submitting your bid, please review the following:

Have you rechecked your bid figures?

Have you completed the bid schedule?

Have you completed and signed the SF 1442, Solicitation, Offer & Award?

Have you acknowledged all amendments?

Have you completed the Representations &

Certifications (Page B-1)?

Is your bid guarantee enclosed in proper form and amount (see FAR Clause 52.228-1), including Power of Attorney affidavit?

Does the lower left corner of the proposal envelope state “Bid Enclosed”?

Does the lower left corner include the Solicitation Number and the project number/name?

A-1 Notice to Bidders

Bid Opening Date:

See Page A-3, Block 13A

PROJECT NAME OR FS ARRA FDR 33(4)

AGNESS ROAD RECONSTRUCTION, PHASE 2

ALL SCHEDULES: STATIONS 15+546 AND 50+385

NATIONAL FOREST ROGUE RIVER - SISKIYOU

COUNTY CURRY

STATE OREGON

LENGTH 34.839 KILOMETERS

FIXED COMPLETION DATE See FAR Clause 52.211-10 (FAR Clauses begin on page C-1)

BidSubmittal Checklist

Bid Submittal Checklist

OR FS ARRA FDR 33(4)

AGNESS ROAD RECONSTRUCTION, PHASE 2

Before submitting your bid, please review the following:

Done?

Is this in the envelope?

Bid Envelope Did I correctly address the envelope? (See page A-3, blocks 7 & 8) Does the lower left corner of the envelope include the Solicitation Number and the project name/number?

Pages A-3 & A-4 (SF 1442, Solicitation Offer & Award) Did I include our firm name and address in block 14?

Did I include our firm’s phone number in block 15?

Did I include our firm’s remittance address in block 16?

(Use when different than block 14) Did I include my DUNS number?

Did I include the number & date of all amendments in block 19?

Did the appropriate official sign/date in block 20A, 20B & 20C?

Bid Schedule (see page A-7) Did I insert “Unit Bid Price” and “Amount Bid” for each bid item?

Did the appropriate official initial corrections?

Did I include the “Total” on the last page of each bid schedule?

Did I includethe firm’s name on the last page of each bid schedule?

When applicable, did I include the totals for each schedule in the summary page?

(See last page of bid schedules.)

Bid Bond (Standard Form 24) Bids received without a valid bid bond will be rejected.

Did I complete my bid bond correctly?

Did I attach the Power of Attorney to the bid bond?

Authority to Sign Did I include a completed form for each person signing the SF1442 and Bid Bond?

Representations & Certifications & other fill-ins Did I include the completed B-pages (beginning on B-1)?

Did I include the completed clause 1252.228-73 Notification of Miller Act Payment Bond Protection [DO NOT submit entire clause section. Only submit applicable page(s)].

Online Representations & Certifications Application (ORCA) http://orca.bpn.gov Do we have up-to-date data in ORCA ?

Central Contractor Registration (CCR) http://www.ccr.gov Did I ensure our firm is currently registered in CCR?

Vets100 Reporting https://vets100.vets.dol.gov/ Did I ensure our firm has completed this annual report?

NOTE: The Contractor is fully responsible to verify that all data is correct each time a bid package is submitted. Failure to properly input and/or update your data may cause the bid to be rejected.

BidSubmittal Checklist

Bid Submittal Checklist

OR FS ARRA FDR 33(4)

AGNESS ROAD RECONSTRUCTION, PHASE 2

Driving Directions to our Vancouver Washington Office:

See our web page at http://www.wfl.fhwa.dot.gov/about/directions.htm

Authority to Sign Project: OR FS ARRA FDR 33(4), AGNESS ROAD RECONSTRUCTION, PHASE 2

INSTRUCTIONS: When the offeror/principal is a corporation, include this certification with your offer/bid.

Corporate Certificate

I, ____________________________________________ (name), certify that I am the

________________________________________(title), of the corporation named as the Offeror/Principal herein;

that _________________________________________(name), who signed this offer and/or bid bond on behalf of ___________________________ (company name) is

________________________________________ (title) of this corporation;

that the offer was duly signed for and on behalf of said corporation by authority and scope of its governing body, and within the scope of its corporate powers.

_____________________________________ (signature) Affix Corporate Seal

_____________________________________ (title)

INSTRUCTIONS: When the offeror/principal is a limited liability company, include this certification with your offer/bid.

Limited Liability Certificate

I, ____________________________________________ (name), certify that I am the

________________________________________(title), of the limited liability company named as the Offeror/Principal herein;

that _________________________________________(name), who signed this offer and/or bid bond on behalf of ___________________________ (company name) is

________________________________________ (title) of this company;

that the offer was duly signed for and on behalf of said company by authority and scope of its governing body, and within the scope of its powers.

_____________________________________ (signature) Affix Company Seal (as applicable)

__________ _________________________ (title)

INSTRUCTIONS: When the offeror/principal is a partnership, include this certification with your offer/bid.

Authority to Bind Partnership

This certifies that the names and signatures of all partners are listed below, and that the person signing the proposal has the authority to actually bind the partnership pursuant to its partnership agreement. Each of the partners individually has full authority to enter into and execute contractual instruments on behalf of said partnership, except as follows:

(State “None” or describe limitations, if any)

This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting Officer.

(Include names and signatures of all partners)

INSTRUCTIONS: When the offeror/principal is a joint venture, include this certification with your offer/bid.

Authority to Bind Joint Venture

This certifies that the person signing the proposal has the authority to actually bind the joint venture pursuant to its joint venture agreement, and that each of the named persons listed below individually has full authority to enter into and execute contractual instruments on behalf of said joint venture, except as follows:

(State “None” or describe limitations, if any)

This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting Officer.

(Include names and signatures of all applicable individuals)

INSTRUCTIONS: When the offeror/principal is a sole proprietorship, the signature on the offer/bid and on the bonds must be as follows:

Sole Proprietorship Requirement

An Offeror/Principal that is a sole proprietorship must submit an offer/bid and a bond signed by the sole proprietor, or by one duly authorized to sign for the sole proprietor.

If the signature is by someone other than the sole proprietor, a copy of the power of attorney authorizing the individual to sign must be provided with the offer/bid.

0��1

,232(�32�

����������� � �*����45!���� ��"��%�����%��� � ����"���!���*����� �����"��������%�����������%��#��� �����-�'� �����$%��� !���6������$���������# �%"���� $���� ����������)������������#�� ����"����������75!���� ��"��%�����%��� � ����"���!��"������������%"�����"%�# �$���������������8�%���$!���������'����%"�"������ �%� �*������ ���� "��������%�����������%��#��� �����-�'�� ����$%�� ����� � �����%'���#���� "%�������% ��%"���%�����-� ����)%�9�)������*���� � ���

2���� ��������*������-� ��� � �� ���#�����-��� � ����� �� �%$��-���%�� � ��%�� �#�������$�������*��� �%�� !�%"� ���� ��#�� "%�� �����������%"� ����$��� ����� ��� �--��-����-��%��#%�������� �*����45!������������� ����������%���%���������%��%��-����������%)���"%�������������%"�����$���

�2���

�32:��75.;<!

��� ���$���$������.�(�3��=<�0(3!�>?�@@<��!

,�3 A21�(�3� �0� �32�3�1&0

&32��!

���2��!� B

2��!

&32��!

���2��!�

7� @� ?�

7� @�

7� @�

3.7� @�

1� 2����1� 2C20& 21�����

D�2��(��3��� A�

�1 1&�

E� � :2� &32

��3 �23�, 0�3��3�

2��(� �0�3��3�

�3 �0

�&32 D� 2�!����������������������������

PENAL SUM OF BOND

�2302� �3

��2C0221

,�&���1��! ,&�1321��! 02�

1� 12� 0�

1�1�

(�3��

���2�B �1132��

2��!

2��(� �0�

D�

� �F!

7� @�

7� @�

� �����%"���� ��%������%��%"���"%�#���%�����������-� �--� ��%� �"%���������-���� �$��������%�����(�3���������������:3!��(���������6�� ���%���%�����1�'� �%���������� ���-�%���10 @5=5>�

DTFH70-10-B-00011

OR FS ARRA FDR 33(4)

INSTRUCTIONS

1. This form is authorized for use when a bid guaranty is required. Any deviation from this form will require the written approval of the Administrator of General Services.

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond. Any person signing in a representative capacity (e.g., an attorney-in-fact) must furnish evidence of authority if that representative is not a member of the firm, partnership, or joint venture, or an officer of the corporation involved.

3. The bond may express penal sum as a percentage of the bid price. In these cases, the bond may state a maximum dollar limitation (e.g., �32:��75.;<!�� ��

���2�B �1132��

2��!

2��(� �0�

D�

� �F!

7� @�

7� @�

���2�B �1132��

2��!

2��(� �0�

D�

7� @�

7� @�

���2�B �1132��

2��!

2��(� �0�

D�

7� @�

7� @�

���2�B �1132��

2��!

2��(� �0�

D�

7� @�

7� @�

���2�B �1132��

2��!

2��(� �0�

D�

7� @�

7� @�

���2�B �1132��

2��!

2��(� �0�

D�

7� @�

7� @�

(e.g., 20% of the bid price but the amount not to exceed dollars).

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitation listed therein. where more than one corporate surety is involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY(IES)." In the space designed "SURETY(IES)" on the face of the form, insert only the letter identification of the sureties.

(b) Where individual sureties are involved, a completed Affidavit of Individual surety (Standard Form 28), for each individual surety, shall accompany the bond. The Government may require the surety to furnish additional substantiating information concerning its financial capability.

5. Corporations executing the bond shall affix their corporate seals. Individuals shall execute the bond opposite the word "Corporate Seal";

and shall affix an adhesive seal if executed in Maine, New Hampshire, or any other jurisdiction requiring adhesive seals.

6. Type the name and title of each person signing this bond in the space provided.

7. In its application to negotiated contracts, the terms "bid" and "bidder" shall include "proposal" and "offeror."

Table of Contents Project: OR FS ARRA FDR 33(4), Agness Road Reconstruction Phase 2

03M04/26/10

TABLE OF CONTENTS

Notice to Bidder ..................................................................................................................... A-1

DESCRIPTION PAGE

Solicitation, Offer, and Award (SF 1442) .............................................................................. A-3

Bid Schedule .......................................................................................................................... A-7

Solicitation Provisions ........................................................................................................... B-1

Contract Clauses .................................................................................................................... C-1

Minimum Wage Schedule ...................................................................................................... D-1

SCRs Table of Contents

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-

03) Metric Version, U.S. Department of Transportation, Federal Highway Administration.

Division 100....................................................................................................................E-1 Division 150....................................................................................................................E-21

Division 200....................................................................................................................F-1 Division 250....................................................................................................................F-12 Division 300....................................................................................................................F-23 Division 400....................................................................................................................F-26 Division 500....................................................................................................................F-29 Division 600....................................................................................................................F-33

Division 700....................................................................................................................G-1

Permits ...................................................................................................................................H-1

Storm Water, Erosion Control And Sediment Control Best Management Practices .............I-1

Fire Protection and Suppression Plan ....................................................................................J-1

A-1

Notice to Bidder

03M04/26/10

NOTICE TO BIDDERS

I. Project Location.

The project work is located 16 km northeast of Highway 101 at Gold Beach Oregon, and 52 km South of Powers in Curry County. Approximate Global Positioning System(GPS) Coordinates for the beginning of the project are 42°29’56” N, 124°17’55” W.

Signs have not been erected to identify the project limits. No Government personnel will be available for show-me tours.

II. Pre-bid Information.

This solicitation includes electronic plan sheets. Plan sheets can be found at http://www.wfl.fhwa.dot.gov/contracting/construction/plans/agness-road-2/ and viewed by individual sections, downloaded by individual sections, or the entire plan set downloaded in a zip file. A paper copy of the plan sheets is available by submitting the form included in this solicitation. A CD of the physical data is available by submitting the form included in this solicitation.

Recovery Act Requirements. This procurement action will be conducted as part of the American Recovery and Reinvestment Act (Recovery Act) dated February 17, 2009. This solicitation and the resulting contract will be subject to the transparency, accountability, and reporting requirements of the Recovery Act. Special Provisions and Clauses included in this solicitation and the resulting contract pursuant to the Recovery Act are Federal Acquisition Regulation (FAR) Provisions and Clauses:

• 52.203-15 dealing with whistleblower protections;

TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR THIS

PROJECT WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON JULY 15,

2010.

Questions can be submitted and answers viewed by going to project information at:

http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm.

Every attempt to respond to questions will be made. However, response to questions received after the above posted date is not guaranteed.

This solicitation is a HUBZone small business set-aside. Offers are solicited only from HUBZone small business concerns; see FAR Clause 52.219-3 Notice of HUBZone Set-Aside (clauses begin on page C-1.). Offers received from concerns that are not HUBZone small business concerns shall not be considered. Since this solicitation is a HUBZone small business set-aside, at least 50 percent of the cost of the contract performance incurred for personnel must be spent on the prime Contractor’s employees or the employees of other qualified HUBZone small business concerns. See Subsection 108.02A.

http://www.wfl.fhwa.dot.gov/contracting/construction/plans/agness-road-2/� http://www.wfl.fha.dot.gov/edi/current.htm�

A-2

• 52.204-11 dealing with reporting requirements;

• 52.214-26 (Alt. I) dealing with record keeping and access to records requirements; and

• 52.225-21 and 52.225-22 dealing with Buy American Act requirements.

The provisions begin on page B-1. The clauses begin on page C-1. The full text of the FAR is available online at: http://www.acquisition.gov/comp/far/index.html.

REPS & CERTS. Submit or update Representations and Certifications online at http://orca.bpn.gov before bid submittal. For more details go to FAR Provision 52.204-8 Annual Representations and Certifications (see page B-2). If you have previously registered on-line and the NAICS code for this solicitation is different than the code listed in your online file, please note the amended changes on the lines provided in FAR 52.204-8.

Requests for technical information (Plan and Division 100 – 700 Specification questions only) about this project will only

Bids for the construction of this project are being invited under three bid schedules, designated A, B, and C. Schedule A, Schedule B, and Schedule C are not alternate bids. Complete all schedules according to Subsection 102.02 of the special contract requirements. Award of the contract will be made according to Subsection 102.05A.

be accepted in writing (see Block 9 on page A-5).

Particular attention should be paid to Standard Form l442, Solicitation, Offer and Award, to assure that Blocks 14, 15, 16, 19, 20A, and 20C are completed correctly. Sign Block 20B according to the instructions in Subsection 102.02. You must submit a completed ‘Authority to Sign’ document. You must also complete the representations and certifications contained in the Contract Provisions beginning on page B-1. Failure to furnish or complete any of the above may result in your bid being considered nonresponsive and being rejected.

Facsimile and email bids are not authorized for this solicitation. Bids may be modified or withdrawn by facsimile, if such notice is received by the time specified for receipt of bids. The Government will not be responsible for any

Notice of CCR Registration. You must register in the Central Contract Registration (CCR) prior to award of this contact. Failure to register prior to contract award will require award to be offered to the next successful registered Offeror. See FAR Subpart 4.1103(c). Register online at failure attributable to the transmission or receipt of facsimile data. See FAR Provision 52.214-5, Submission of Bids. FAX 360.619.7932.

http://www.ccr.gov.

Surety Bond Guarantee Program. Small businesses that need surety bonds can qualify for U.S.

Small Business Administration (SBA) backed surety bonds of up to $5,000,000. SBA assistance in locating a participating surety company or agent, and completing application forms is available online. For more information on the U.S. SBA’s Surety Bond Guarantee program, go online to http://www.sba.gov/aboutsba/sbaprograms/osg/index.html or call 1-800-U-ASK-SBA.

http://www.acquisition.gov/comp/far/index.html� http://orca.bpn.gov/� http://www.ccr.gov/� http://www.sba.gov/aboutsba/sbaprograms/osg/index.html�

A-2a

III. Post Award Information.

Insurance requirements are set forth in Subsection 107.05.

Contractor Performance Evaluations. FHWA is now posting evaluations in the National Institutes of Health’s Contractor Performance System (CPS) for completed projects. Register at https://cps.nih.gov/infopage.asp (Click on “CPS Info” tab, then click on “Contractor Information” button) to view and comment on evaluations. System registration is only required once. Review the evaluation and submit comments within 30 days of notification. Reviewing the evaluation and submitting comments is limited to one entry. If unable to register, call

360.619.7520 for assistance or a copy of the evaluation. You can also access the Contractor User Manual from this web link.

IV. Specifications and Permits.

This solicitation and subsequent contract are governed by the Federal Acquisition Regulation (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 Metric Units. Obtain paper copies of the FP-03 by calling 360.619.7520, e-mailing at plans_spec@dot.gov, or writing Federal Highway Administration, 610 East Fifth Street, Vancouver, WA 98661. An electronic version may be found at http://www.wfl.fhwa.dot.gov/resources/design/specs/.

Material sources have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsections 105.02(b) and 107.10.

https://cps.nih.gov/infopage.asp� http://www.wfl.fhwa.dot.gov/resources/design/specs/�

A-2b

(This page intentionally left blank.)

SOLICITATION, OFFER, AND

AWARD

1. Solicitation No. 2. Type of Solicitation 3. Date Issued Page

DTFH70-10-B-00011 x Sealed Bid (IFB) June 21, 2010 A-3 (Construction, Alteration, or Repair) Negotiated (RFP)

IMPORTANT –The “offer” section on the reverse must be fully completed by offeror.

4. Contract No. - 5. Requisition/Purchase Request No. 6. Project No.

N/A

OR FS ARRA FDR 33(4)

AGNESS ROAD

RECONSTRUCTION, PHASE 2

7. Issued By Code: N/A 8. Address Offer to Code: N/A U.S. Department of Transportation Attn: Contracts Section Federal Highway Administration 610 East Fifth Street .

Vancouver WA 98661-3801

9. For Information Call:

A. Name B. Telephone No. (Include area code) (No Collect Calls)

See page A-5. 360.619.7520

SOLICITATION

NOTE: In sealed bid solicitation “offer” and “offeror” mean “bid” and “bidder”

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

This solicitation is designated OR FS ARRA FDR 33(4), AGNESS ROAD RECONSTRUCTION, PHASE 2, ROGUE RIVER–

SISKIYOU NATIONAL FOREST, CURRY COUNTY, OREGON

IN STRICT ACCORDANCE WITH:

Bid Schedule Federal Acquisition Regulations (FAR) and Transportation Acquisition Regulations (TAR) General Wage Decision Special Contract Requirements Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 Metric Units

11. The Contractor shall begin performance within 10 calendar days and complete it within __*___ calendar days after receiving the award, x notice to proceed. This performance period is x mandatory negotiable. ( See *see page A-5 .)

12A. The Contractor must furnish any required performance and payment bonds? 12B. Calendar Days (If “YES”, indicate within how many calendar days after award in item 12B.)

10x Yes No

13. Additional Solicitation Requirements:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 2:00 PM local time July 23, 2010. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to showthe offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee x is Is not required.

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.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101 Standard Form 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1 (e)

A-4 OFFER (Must be fully completed by offeror)

14. Name and Address of Offeror (Include ZIP Code) 15. Telephone No. (Include are code)

16. Remittance Address (Include on it different than Item 14)

DUNS number:

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 is accepted by the Government in writing within 60 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.)

AMOUNTS

See Bid Schedule

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

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

AMENDMENT

No.

DATE

20A NAME,TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or Print) 20B. SIGNATURE 20c. OFFER DATE

AWARD (to be completed by Government)

21. ITEM(S) ACCEPTED

All items on Bid Schedule.

22. Amount 23. Accounting and Appropriation Data

24. Submit Invoices to Address shown in (4 copies unless otherwise specified)

Item See

Page A-5

25. Other Than full and open competition pursuant to

10 U.S.C. 2304(c) (_____) 41 U.S.C 253 (c) (_____)

26. Administered by Payment will be made by Federal Highway Administration Western Federal Lands Highway Division 610 East Fifth Street Vancouver WA 98661-3801

Finance Section Western Federal Lands Highway Division 610 East Fifth Street Vancouver WA 98661-3801

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to issuing office) 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.

X 29. AWARD (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)

Julee McTaggart 30b. Signature 30C. Date 31B. United States of America

By

31C. Award Date

STANDARD FORM 1442 BACK (REV. 4-85)

A-5

Continuation SF 1442

OR FS ARRA FDR 33(4), AGNESS ROAD RECONSTRUCTION, PHASE 2

Block 9 FOR GENERAL INFORMATION, call 360.619.7520 from the hours of 8:00 a.m. to 4:00 p.m. local time or e-mail us at wfl.contracts@dot.gov. You can also submit questions online from our Western Federal Lands webpage as described below.

FOR TECHNICAL INFORMATION (plan and specification questions only), requests for technical information about this project will only be accepted in writing.

Submit questions via fax (360.619.7932) or e-mail at plans_spec@dot.gov (plans_spec@dot.gov).You can also submit questions online from our Western Federal Lands webpage as described below.

SUBMIT QUESTIONS ONLINE. You can submit your questions from our Western Federal Lands website http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm.

In “Advertised Projects”, scroll to the project.

Clickon “Technical Information Question”or“General Information Question”, as applicable.

Previously asked and answered questions will be available for viewing on the website.

FOR DAVIS-BACON WAGE RATE INFORMATION call the Department of Labor at 415.848.6616.

FOR PHYSICAL DATA, See FAR Contract Clause 52.236-4, Physical Data, (clauses begin on page C-1) for a listing of available data. To obtain copies of Physical Data, submit a written request to the Contracts Section, FAX 360.619-7932 or e-mail us at wfl.contracts@dot.gov. Requests should be made early to assure timely arrival.

FOR BID RESULTS, call 360.619.7773. Bid tabulations will be available on our website approximately 3 work days after the bid opening. Our website is located at:

http://www.wfl.fhwa.dot.gov/contracting/construction/tabs/.

Block 11 COMPLETION DATE: Work shall be completed on or before the date specified in FAR Clause 52.211-10, Commencement, Prosecution, and Completion of Work, subject to such extensions as may be authorized by the terms of the contract and the specifications made a part thereof. Contract Clauses begin on pages C-1.

Block 12A PERFORMANCE & PAYMENT BONDS: See FAR Clause, 52.228-15, Performance and Payment Bonds - Construction (clauses begin on page C-1) and Subsection 102.06 of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 Metric Units.

Block 13B BID BOND AMOUNT: See FAR Clause 52.228-1, Bid Guarantee (clauses begin on page C-1).

ADDITIONAL INFORMATION: See Subsections 102.03 and 102.04 of Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP- 03 Metric Units.

A-6

Continuation SF 1442

OR FS ARRA FDR 33(4), AGNESS ROAD RECONSTRUCTION, PHASE 2

Block 24 SUBMITTING INVOICES: See Subsection 109.08 of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-03 Metric Units.

ESTIMATED PRICE RANGE. The price range of the project work is between $5,000,000 and $7,000,000.

Project: OR FS ARRA FDR 33(4)

Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid.

Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

A- 7

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15201-0000 Construction survey and staking ALL Lump Sum $___________________

15301-0000 Contractor quality control ALL Lump Sum $___________________

15401-0000 Contractor testing ALL Lump Sum $___________________

15501-0000 Construction schedule ALL Lump Sum $___________________

15705-0100 Soil erosion control, silt fence 300.0 m $_______________ $___________________ 15705-1500 Soil erosion control, sediment wattle

1,700.0 m $_______________ $___________________

15801-0000 Watering for dust control 1,600 m3 $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 8

20301-1900 Removal of pipe culvert , down drain Each $_______________ $___________________

20302-2100 Removal of pipe culvert 20.0 m $_______________ $___________________ 20310-1000 Plug, existing pipe

Each $_______________ $___________________

20402-0000 Subexcavation 7,000 m3 $_______________ $___________________ 20410-0000 Select borrow

6,800 m3 $_______________ $___________________

20703-1000 Geogrid, uniaxial 18,000 m2 $_______________ $___________________ 25101-3000 Placed riprap, class 3 , energy dissipator m3 $_______________ $___________________

25501-1000 Mechanically stabilized earth wall, welded wire face 120.0 m2 $_______________ $___________________ 27201-1000 Reinforced soil slope, geogrid

120.0 m2 $_______________ $___________________

30801-1000 Roadway aggregate, method 1 1,100 m3 $_______________ $___________________ 30801-1000 Roadway aggregate, method 1 , traffic gravel m3 $_______________ $___________________

31001-0000 Recycled aggregate base , 200 mm depth 13,700 m2 $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 9

40301-0000 Hot asphalt concrete pavement 5,700.0 t $_______________ $___________________ 40910-0300 Surface treatment, designation 1C , aggregate grading D

280,000 m2 $_______________ $___________________

40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t $_______________ $___________________ 40940-1300 Emulsified asphalt, grade CRS-2P t $_______________ $___________________

41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h 13.6 t $_______________ $___________________ 41301-0000 Asphalt pavement milling , full depth

6,700 m2 $_______________ $___________________

41301-0200 Asphalt pavement milling, 25mm depth 7,000 m2 $_______________ $___________________ 55601-0900 Bridge railing, steel , traffic side

239.6 m $_______________ $___________________

55601-0900 Bridge railing, steel , pedestrian side 123.2 m $_______________ $___________________ 60101-0000 Concrete , minor structures, (approach curbs)

2.0 m3 $_______________ $___________________

60201-0800 600mm pipe culvert 1,100.0 m $_______________ $___________________ 60201-0800 600mm pipe culvert , down drain

400.0 m $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 10

60201-0900 750mm pipe culvert 40.0 m $_______________ $___________________ 60201-1000 900mm pipe culvert

20.0 m $_______________ $___________________

60210-0600 End section for 450mm pipe culvert Each $_______________ $___________________

60210-0800 End section for 600mm pipe culvert Each $_______________ $___________________

60210-0900 End section for 750mm pipe culvert Each $_______________ $___________________

60210-1000 End section for 900mm pipe culvert Each $_______________ $___________________

60501-0000 Standard underdrain system , deep trench 600.0 m $_______________ $___________________ 60501-0000 Standard underdrain system , shallow trench

70.0 m $_______________ $___________________

60510-1000 200mm outlet pipe , bored 240.0 m $_______________ $___________________ 60510-1000 200mm outlet pipe , non-bored

100.0 m $_______________ $___________________

60510-1060 250mm outlet pipe 40.0 m $_______________ $___________________ 60520-0000 Granular backfill

5,600 m3 $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 11

60601-0000 Spillway assembly Each $_______________ $___________________

60704-0000 Cleaning culvert in place Each $_______________ $___________________

60707-1100 Lining 1500mm pipe culvert 69.0 m $_______________ $___________________ 60901-2100 Curb, asphalt, 100mm depth

39.0 m $_______________ $___________________

61701-1850 Guardrail system G4, type 4, class A wood posts 342.0 m $_______________ $___________________ 61702-0600 Terminal section, type flared

Each $_______________ $___________________

61707-0000 Structure transition railing 72.0 m $_______________ $___________________ 62201-0200 Dump truck, 8 cubic meter minimum capacity

Hour $_______________ $___________________

62201-0450 Backhoe loader, 120 liter minimum rated capacity bucket, 450mm width Hour $_______________ $___________________

62201-3400 Hydraulic excavator, 1.1 cubic meter minimum capacity with thumb attachment Hour $_______________ $___________________

62201-3750 Chain Saw , without operator Hour $_______________ $___________________

62301-0000 General labor Hour $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 12

62511-1000 Seeding, dry method 4,300 m2 $_______________ $___________________ 62901-1100 Rolled erosion control product, type 4

2,100 m2 $_______________ $___________________

63401-0100 Pavement markings, type A, solid , white 143,000 m $_______________ $___________________ 63401-0100 Pavement markings, type A, solid , yellow

143,000 m $_______________ $___________________

63502-0900 Temporary traffic control, cone, type 700mm Each $_______________ $___________________

63502-1300 Temporary traffic control, drum Each $_______________ $___________________

63502-1500 Temporary traffic control, warning light type A Each $_______________ $___________________

63502-1600 Temporary traffic control, warning light type B Each $_______________ $___________________

63502-1700 Temporary traffic control, warning light type C Each $_______________ $___________________

63502-3100 Temporary traffic control, traffic signal system Each $_______________ $___________________

63503-0400 Temporary traffic control, concrete barrier m $_______________ $___________________ 63504-1000 Temporary traffic control, construction sign m2 $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 13

63505-1000 Temporary traffic control, pavement markings 76.0 km $_______________ $___________________ 63506-0600 Temporary traffic control, pilot car

1,850.0 Hour $_______________ $___________________

63507-0700 Temporary traffic control, traffic and safety supervisor Day $_______________ $___________________

63509-1000 Temporary traffic control, flagger 6,500.0

Fix hr rate 50.00 325,000.00

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: OR FS ARRA FDR 33(4)

Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid.

Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

A- 14

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 Mobilization ALL Lump Sum $___________________

15201-0000 Construction survey and staking ALL Lump Sum $___________________

15301-0000 Contractor quality control ALL Lump Sum $___________________

15401-0000 Contractor testing ALL Lump Sum $___________________

15501-0000 Construction schedule ALL Lump Sum $___________________

15705-0100 Soil erosion control, silt fence 300.0 m $_______________ $___________________ 15705-1500 Soil erosion control, sediment wattle

1,600.0 m $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Bid Schedule B

Estimated Quantity Unit Bid Price Amount Bid

A- 15

15801-0000 Watering for dust control 1,500 m3 $_______________ $___________________ 20301-1900 Removal of pipe culvert , down drain

Each $_______________ $___________________

20302-2100 Removal of pipe culvert 20.0 m $_______________ $___________________ 20310-1000 Plug, existing pipe

Each $_______________ $___________________

20402-0000 Subexcavation 7,000 m3 $_______________ $___________________ 20410-0000 Select borrow

6,800 m3 $_______________ $___________________

20703-1000 Geogrid, uniaxial 18,000 m2 $_______________ $___________________ 25101-3000 Placed riprap, class 3 , energy dissipator m3 $_______________ $___________________

25501-1000 Mechanically stabilized earth wall, welded wire face 120.0 m2 $_______________ $___________________ 27201-1000 Reinforced soil slope, geogrid

120.0 m2 $_______________ $___________________

30801-1000 Roadway aggregate, method 1 m3 $_______________ $___________________ 30801-1000 Roadway aggregate, method 1 , traffic gravel m3 $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 16

31001-0000 Recycled aggregate base , 200 mm depth 10,200 m2 $_______________ $___________________ 40301-0000 Hot asphalt concrete pavement

4,700.0 t $_______________ $___________________

40910-0300 Surface treatment, designation 1C , aggregate grading D 280,000 m2 $_______________ $___________________ 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t $_______________ $___________________

40940-1300 Emulsified asphalt, grade CRS-2P t $_______________ $___________________ 41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h

11.8 t $_______________ $___________________

41301-0000 Asphalt pavement milling , full depth 6,700 m2 $_______________ $___________________ 41301-0200 Asphalt pavement milling, 25mm depth

7,000 m2 $_______________ $___________________

55601-0900 Bridge railing, steel , traffic side 239.6 m $_______________ $___________________ 55601-0900 Bridge railing, steel , pedestrian side

123.2 m $_______________ $___________________

60101-0000 Concrete , minor structures, (approach curbs) 2.0 m3 $_______________ $___________________

60201-0800 600mm pipe culvert 1,100.0 m $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 17

60201-0800 600mm pipe culvert , down drain 400.0 m $_______________ $___________________ 60201-0900 750mm pipe culvert

40.0 m $_______________ $___________________

60201-1000 900mm pipe culvert 20.0 m $_______________ $___________________ 60210-0600 End section for 450mm pipe culvert

Each $_______________ $___________________

60210-0800 End section for 600mm pipe culvert Each $_______________ $___________________

60210-0900 End section for 750mm pipe culvert Each $_______________ $___________________

60210-1000 End section for 900mm pipe culvert Each $_______________ $___________________

60501-0000 Standard underdrain system , deep trench 300.0 m $_______________ $___________________ 60501-0000 Standard underdrain system , shallow trench

70.0 m $_______________ $___________________

60510-1000 200mm outlet pipe , bored 100.0 m $_______________ $___________________ 60510-1000 200mm outlet pipe , non-bored

30.0 m $_______________ $___________________

60510-1060 250mm outlet pipe 40.0 m $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 18

60520-0000 Granular backfill 2,700 m3 $_______________ $___________________ 60601-0000 Spillway assembly

Each $_______________ $___________________

60704-0000 Cleaning culvert in place Each $_______________ $___________________

60707-1100 Lining 1500mm pipe culvert 69.0 m $_______________ $___________________ 60901-2100 Curb, asphalt, 100mm depth

39.0 m $_______________ $___________________

61701-1850 Guardrail system G4, type 4, class A wood posts 342.0 m $_______________ $___________________ 61702-0600 Terminal section, type flared

Each $_______________ $___________________

61707-0000 Structure transition railing 72.0 m $_______________ $___________________ 62201-0200 Dump truck, 8 cubic meter minimum capacity

Hour $_______________ $___________________

62201-0450 Backhoe loader, 120 liter minimum rated capacity bucket, 450mm width Hour $_______________ $___________________

62201-3400 Hydraulic excavator, 1.1 cubic meter minimum capacity with thumb attachment Hour $_______________ $___________________

62201-3750 Chain Saw , without operator Hour $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 19

62301-0000 General labor Hour $_______________ $___________________

62511-1000 Seeding, dry method 3,700 m2 $_______________ $___________________ 62901-1100 Rolled erosion control product, type 4

2,100 m2 $_______________ $___________________

63401-0100 Pavement markings, type A, solid , white 143,000 m $_______________ $___________________ 63401-0100 Pavement markings, type A, solid , yellow

143,000 m $_______________ $___________________

63502-0900 Temporary traffic control, cone, type 700mm Each $_______________ $___________________

63502-1300 Temporary traffic control, drum Each $_______________ $___________________

63502-1500 Temporary traffic control, warning light type A Each $_______________ $___________________

63502-1600 Temporary traffic control, warning light type B Each $_______________ $___________________

63502-1700 Temporary traffic control, warning light type C Each $_______________ $___________________

63502-3100 Temporary traffic control, traffic signal system Each $_______________ $___________________

63503-0400 Temporary traffic control, concrete barrier m $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 20

63504-1000 Temporary traffic control, construction sign m2 $_______________ $___________________

63505-1000 Temporary traffic control, pavement markings 73.0 km $_______________ $___________________ 63506-0600 Temporary traffic control, pilot car

1,850.0 Hour $_______________ $___________________

63507-0700 Temporary traffic control, traffic and safety supervisor Day $_______________ $___________________

63509-1000 Temporary traffic control, flagger 6,500.0

Fix hr rate 50.00 325,000.00

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: OR FS ARRA FDR 33(4)

AGNESS ROAD RECONSTRUCTION PHASE 2

Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid.

Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

A- 21

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 Mobilization ALL Lump Sum $___________________

15201-0000 Construction survey and staking ALL Lump Sum $___________________

15301-0000 Contractor quality control ALL Lump Sum $___________________

15401-0000 Contractor testing ALL Lump Sum $___________________

15501-0000 Construction schedule ALL Lump Sum $___________________

15705-0100 Soil erosion control, silt fence 300.0 m $_______________ $___________________ 15705-1500 Soil erosion control, sediment wattle

1,400.0 m $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Bid Schedule C

Estimated Quantity Unit Bid Price Amount Bid

A- 22

15801-0000 Watering for dust control 1,200 m3 $_______________ $___________________ 20301-1900 Removal of pipe culvert , down drain

Each $_______________ $___________________

20302-2100 Removal of pipe culvert 20.0 m $_______________ $___________________ 20310-1000 Plug, existing pipe

Each $_______________ $___________________

20402-0000 Subexcavation 6,000 m3 $_______________ $___________________ 20410-0000 Select borrow

5,600 m3 $_______________ $___________________

20703-1000 Geogrid, uniaxial 14,400 m2 $_______________ $___________________ 25101-3000 Placed riprap, class 3 , energy dissipator m3 $_______________ $___________________

25501-1000 Mechanically stabilized earth wall, welded wire face 120.0 m2 $_______________ $___________________ 27201-1000 Reinforced soil slope, geogrid

120.0 m2 $_______________ $___________________

30801-1000 Roadway aggregate, method 1 m3 $_______________ $___________________ 30801-1000 Roadway aggregate, method 1 , traffic gravel m3 $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 23

31001-0000 Recycled aggregate base , 200 mm depth 9,100 m2 $_______________ $___________________ 40301-0000 Hot asphalt concrete pavement

4,400.0 t $_______________ $___________________

41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h 11.3 t $_______________ $___________________ 41301-0000 Asphalt pavement milling , full depth

6,700 m2 $_______________ $___________________

41301-0200 Asphalt pavement milling, 25mm depth 7,000 m2 $_______________ $___________________ 55601-0900 Bridge railing, steel , traffic side

239.6 m $_______________ $___________________

55601-0900 Bridge railing, steel , pedestrian side 123.2 m $_______________ $___________________ 60101-0000 Concrete , minor structures, (approach curbs)

2.0 m3 $_______________ $___________________

60201-0800 600mm pipe culvert 1,100.0 m $_______________ $___________________ 60201-0800 600mm pipe culvert , down drain

400.0 m $_______________ $___________________

60201-0900 750mm pipe culvert 40.0 m $_______________ $___________________ 60201-1000 900mm pipe culvert

20.0 m $_______________ $___________________

Project: OR FS ARRA FDR 33(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 24

60210-0600 End section for 450mm pipe culvert Each $_______________ $___________________

60210-0800 End section for 600mm pipe culvert Each $_______________ $___________________

60210-0900 End section for 750mm pipe culvert Each $_______________ $___________________

60210-1000 End section for 900mm pipe culvert Each $_______________ $___________________

60501-0000 Standard underdrain system , deep trench 300.0 m $_______________ $___________________ 60501-0000 Standard underdrain system , shallow trench

70.0 m $_______________…