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- DTFH70-12-R-00007
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Going to the Sun Road Rehabilitation IDIQ Task Order Request for Proposal
Solicitation No. DTFH70-12-R-00007
MT PRA GLAC 10(39)
GTSR Rehabilitation Siyeh Bend to Rising Sun, Phase XII
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 US Customary 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/
Email: wfl.contracts@dot.gov
WORLD HERITAGE SITE
QUICK INDEX
Page Item --- Special Notice - SATOC --- Bid Submittal Checklist --- Authority to Sign --- Bid Bond --- Table of Contents A-1 Notice to Offeror 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
PROPOSAL REMINDERS
Electronic proposals will not be accepted.
Submit printed copy of your proposal to the address listed on the enclosed SF 1442. Before submitting your proposal, please review the following:
Have you rechecked your figures?
Have you completed the schedule?
Have you completed and signed the SF 1442, Solicitation, Offer & Award?
Have you acknowledged all amendments?
Is your guarantee enclosed in proper form and amount (see FAR Clause 52.228-1), including Power of Attorney affidavit?
Have you completed the Task Order subcontracting plan? (If applicable)
Does the lower left corner of the proposal envelope state “Proposal Enclosed”?
Does the lower left corner include the Solicitation Number and the project number/name? A-1 Notice to Offeror
Proposal Due Date: See page A-3, Block 13A
HK CONTRACTORS, INC
P.O. BOX 51450
IDAHO FALLS, ID 83405
Book 1 of 3
PROJECT NAME MT PRA GLAC 10(39)
GTSR Rehabilitation Siyeh Bend to Rising Sun, Phase XII
BEGINNING AT 1823+61.00
SUSPEND AT 2298+00.00
RESUME AT 2534+00.00
ENDING AT 2542+00.00
LENGTH 9.13 MILES
NATIONAL PARK GLACIER
COUNTY GLACIER
STATE MONTANA
FIXED COMPLETION DATE See FAR Clause 52.211-10 (clauses begin on page C-1)
SPECIAL NOTICE
Solicitation No.: DTFH70-12-R-00007
GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII
THIS IS A TASK ORDER REQUEST FOR PROPOSAL SOLELY FOR THE
FOLLOWING CONTRACT AND CONTRACTOR:
Contract Number Contractor Name Contractor Number DTFH70-07-D-00009 HK Contractors Inc (208) 523-6600
THIS PROJECT IS BEING ADVERTISED ON THE FEDERAL BUSINESS
OPPORTUNITIES WEBSITE TO ANNOUNCE THE UPCOMING PROJECT
AND ASSIST POTENTIAL SUBCONTRACTORS BY PUBLICIZING
OPPORTUNITIES. A PROPOSAL WILL ONLY BE ACCEPTED FROM THE
ABOVE PRIME CONTRACTOR.
Additional information may be found on our web pages:
Construction Projects:
http://www.wfl.fhwa.dot.gov/contracting/construction/upcoming.htm
Description: This web page contains links to access upcoming (synopsized) projects, advertised (solicitation) projects, bids and proposals received, awarded projects, awarded IDIQ contracts, bid tabs, and bid history.
Advertised Projects:
http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm
Description: This web page contains projects that are out for bid with links to the Federal Business Opportunities project page, question submittals, and a link to the project Question and Answers.
Going to the Sun Road Rehabilitation IDIQ:
http://www.wfl.fhwa.dot.gov/contracting/construction/idiq/gtsr.htm
Description: This web page contains the contractor’s information, a description of the contract and the projects that have been awarded under the contract.
(Reserved)
Offer Submittal Checklist
Before submitting your offer, 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 include the 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) Offers received without a valid bid bond may be delayed.
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 & FAR Clause 1252.288-73 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 (See page C-108)?
System for Award Management (SAM) https://www.sam.gov/portal/public/SAM/ Do we have up-to-date data in SAM?
Vets100 Reporting https://vets100.vets.dol.gov/ If applicable, 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 offer to be delayed.
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: MT PRA GLAC 10(39)
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)
BID BOND
( See instructions on reverse)
DATE BOND EXECUTED (Must not be later than bid opening date) OMB Number: 9000-0045
Expiration Date: 5/31/2013 Public reporting burden for this collection of information is estimated to average 25 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspects of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat (MVR), Federal Acquisition Policy Division, GSA, Washington, DC 20405.
PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION ("X" one)
INDIVIDUAL
JOINT VENTURE
PARTNERSHIP
CORPORATION
STATE OF INCORPORATION
SURETY(IES) (Name and business address)
PERCENT
OF BID
PRICE
PENAL SUM OF BOND
AMOUNT NOT TO EXCEED
MILLION (S) THOUSAND(S) HUNDRED(S) CENTS
BID IDENTIFICATION
BID DATE
FOR (Construction, supplies, or Services)
INVITATION NO.
OBLIGATION
We, the Principal and Surety (ies) are firmly bound to the United States of America (hereinafter call the Government) in the above penal sum. For payment of the penal sum, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. However, where the sureties are corporations acting as co-sureties, we, the Sureties, bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us. For all other purposes, each Surety binds itself, jointly and severally with the Principal, for the payment of the sum shown opposite the name of the Surety. If no limit of liability is indicated, the limit or liability is the full amount of the penal sum.
CONDITIONS:
The principal has submitted the bid identified above.
THEREFORE:
The above obligation is void if the Principal - (a) upon acceptance by the Government of the bid identified above, within the period specified therein for acceptance (sixty (60) days if no period is specified), executes the further contractual documents and gives the bond(s) required by the terms of the bid as accepted within the time specified (ten (10 days if no period is specified) after receipt of the forms by the principal; or (b) in the event of failure to executes such further contractual documents and give such bonds, pays the Government for any cost of procuring the work which exceeds the amount of the bid.
Each surety executing this instrument agrees that its obligations is not impaired by any extension(s) of the time for acceptance of the bid that the principal may grand to the Government. Notice to the surety (ies) of extensions (s) are waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the periods originally allowed for acceptance of the bid.
WITNESS
The principal and Surety (ies) executed this bid bond and affixed their seals on the above date.
PRINCIPAL
SIGNATURE(S)
NAME(S) &
TITLE(S)
(Typed)
1.
1. 2.
2.
3.
3.
(Seal) (Seal) (Seal) Corporate Seal
INDIVIDUAL SURETY(IES)
SIGNATURE(S)
NAME(S)
(Typed)
1.
1.
2.
2.
(Seal) (Seal)
CORPORATE SURETY(IES)
SU
R
ET
Y
A
NAME &
ADDRESS
STATE OF INC. LIABILITY LIMIT ($)
SIGNATURE(S)
NAME(S) &
TITLE(S)
(Typed)
1.
1.
2.
2. Corporate Seal
AUTHORIZED FOR LOCAL REPRODUCTION
Pervious edition is usable
STANDARD FORM 24 (REV. 10/1998)
Prescribed by GSA - FAR (48 CFR) 53.228(a)
DTFH70-12-R-00007
Angy.Liljedahl Typewritten Text
MT PRA GLAC 10(39),
GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII
Angy.Liljedahl Typewritten Text
SU
R
ET
Y
B
NAME &
ADDRESS
STATE OF INC. LIABILITY LIMIT ($)
SIGNATURE(S)
NAME(S) &
TITLE(S)
(Typed)
1.
1.
2.
2. Corporate Seal
Corporate Seal
LIABILITY LIMIT ($)STATE OF INC.
2.
2.
1.
1.NAME(S) &
TITLE(S)
(Typed)
SIGNATURE(S)
NAME &
ADDRESS
SU
R
ET
Y
C
Corporate Seal
LIABILITY LIMIT ($)
2.
2.
STATE OF INC.
1.
1.
NAME(S) &
TITLE(S)
(Typed)
SIGNATURE(S)
NAME &
ADDRESS
SU
R
ET
Y
D
Corporate Seal
LIABILITY LIMIT ($)
2.
2.
STATE OF INC.
1.
1.
NAME(S) &
TITLE(S)
(Typed)
SIGNATURE(S)
NAME &
ADDRESS
SU
R
ET
Y
E
Corporate Seal
LIABILITY LIMIT ($)
2.
2.
STATE OF INC.
1.
1.
NAME(S) &
TITLE(S)
(Typed)
SIGNATURE(S)
NAME &
ADDRESS
SU
R
ET
Y
F
Corporate Seal
LIABILITY LIMIT ($)
2.
2.
STATE OF INC.
1.
1.
NAME(S) &
TITLE(S)
(Typed)
SIGNATURE(S)
NAME &
ADDRESS
SU
R
ET
Y
G
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., ab 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., 20% of the bid price but the amount not to exceed dollars).
4. (a) Corporation 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 address 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), or 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."
STANDARD FORM 24 (REV. 10/1998) BACK
Table of Contents Project: MT PRA-GLAC 10(39), GTSR Rehabilitation - Siyeh Bend to Rising Sun, Phase XII
03USC04/26/10
TABLE OF CONTENTS
DESCRIPTION PAGE
Notice to Offeror ..................................................................................................................... A-1
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) U.S.
Customary Version, U.S. Department of Transportation, Federal Highway Administration.
Division 100..................................................................................................................... E-1 Division 150..................................................................................................................... E-36
Division 200..................................................................................................................... F-1 Division 250..................................................................................................................... F-22 Division 300..................................................................................................................... F-28 Division 400..................................................................................................................... F-34 Division 550..................................................................................................................... F-60 Division 600..................................................................................................................... F-80
Division 700..................................................................................................................... G-1
Permits .................................................................................................................................... H-1
Stormwater Pollution Prevention Plan .................................................................................... I-1
Fire Prevention and Suppression Plan .................................................................................... J-1
Table of Contents Project: MT PRA-GLAC 10(39), GTSR Rehabilitation - Siyeh Bend to Rising Sun, Phase XII
(This page intentionally left blank.)
A-1
Notice to Offeror Project: MT PRA GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII
03USC04/01/11
NOTICE TO OFFEROR
I. Project Location.
The project work is located within Glacier National Park, approximately 40 miles northeast of Columbia Falls in Glacier County, Montana.
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 data listed in FAR Clause 52.236-4, Physical Data, and plan sheets. Plan sheets can be found at http://www.wfl.fhwa.dot.gov/contracting/construction/plans/gtsr/.
The plan sheets can be viewed or downloaded by individual sections, or by the entire plan set. A paper copy of the plan sheets is available by submitting the form posted with this solicitation. A CD of the physical data is available by submitting the form posted with this solicitation.
REPS & CERTS. Submit or update Representations and Certifications online at https://www.sam.gov/portal/public/SAM/ 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 be accepted in writing (see Block 9 on page A-5).
Offer for the construction of this project is being invited under two bid schedules, designated Base Schedule A and Option Schedule B. Base Schedule A and Option Schedule B are additional amounts of work and NOT alternate methods of completing the work. Complete both Bid Schedules and the Bid Summary page (see A-22) according to Subsection 102.02 of the Special Contract Requirements. The offeror will be awarded all items in the Base schedule and may be awarded Option Schedule B. See Subsection 102.05A of the Special Contract Requirements.
TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR THIS PROJECT
WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON APRIL 11, 2013.
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.
http://www.wfl.fhwa.dot.gov/contracting/construction/plans/gtsr/ https://www.sam.gov/portal/public/SAM/ http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm
A-2
Project: MT PRA GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII
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 offer being delayed.
Current and potential U.S. Department of Transportation (DOT) Contractors have recently been receiving fraudulent letters purporting to be issued by DOT. These fraudulent letters request that the Contractors resubmit their banking information to DOT. If you receive such a letter, please DO NOT complete the requested worksheet that is attached to the letters and DO NOT release any information. To register or update information, Contractors are required to go directly through the System for Award Management (SAM) website and never through a third party.
You can access SAM at https://www.sam.gov/portal/public/SAM/.
III. Post Award Information.
Insurance requirements are set forth in Subsection 107.05.
Contractor Performance Evaluations. This office posts performance evaluations in the Construction Contractor Appraisal Support System (CCASS). A user’s manual can be found at https://www.cpars.csd.disa.mil/cparsfiles/pdfs/CCASSPolicyGuide.pdf. Upon receiving an email notice of evaluation availability, you will have 30 days to review the evaluation online and submit comments. If you are unable to access the system, call 360-619-7520 for assistance or for a copy of the evaluation.
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 U.S. Customary Units. Obtain paper copies of the FP-03 by calling 360-619-7520, e-mailing at plans_spec@fhwa.dot.gov, or writing Federal Highway Administration, 610 East Fifth Street, Vancouver, WA 98661. An electronic version may be found at http://flh.fhwa.dot.gov/resources/pse/specs/
Geotechnical, hydraulic, bridge, and design data applicable to this project is listed in FAR Clause 52.236-4, Physical Data.
The Government offers to make available to the Contractor a laboratory trailer with test equipment. See Subsection 154.04A, Laboratory Trailer and Testing Equipment.
Carefully review Section 155 Schedules For Construction Contracts in the Special Contract Requirements. New requirements are included that change the work required under this section as compared to previous versions. A change to the progress payment approval concerning schedule submissions has also been included in this contract. See Subsections 155.03 and 155.05.
https://www.sam.gov/portal/public/SAM/ https://www.cpars.csd.disa.mil/cparsfiles/pdfs/CCASSPolicyGuide.pdf http://flh.fhwa.dot.gov/resources/pse/specs/
A-2a
Project: MT PRA GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII
A price adjustment specification for fuel and asphalt binder has been included in this contract.
See Subsection 109.06A. Unit bid prices will be evaluated without the adjustment for price fluctuations.
Material sources have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(b) and 107.10.
Materials obtained from within the boundaries of the Blackfeet Reservation are subject to Blackfeet Tribes’ political jurisdiction. There is a Tribal Employment Rights Ordinance (TERO) which requires all employers subject to the Tribe’s jurisdiction to give preference in employment, training, and subcontracting to Indians and Indian-owned businesses and pay certain fees. The Government is not subject to TERO requirements and is not a party to any agreements between the Tribe and Contractor pursuant to the TERO. Take into consideration the Tribe’s TERO in preparing offers to the extent applicable. See Subsection 105.02(b).
Warm Mix Asphalt (WMA) technology is now allowed as an option and has been included in this contract. See Section 401 – Asphalt Concrete Pavement By Gyratory Mix Design Method.
A-2b
Project: MT PRA GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII
(This page intentionally left blank)
SOLICITATION, OFFER, AND
AWARD
1. Solicitation No. 2. Type of Solicitation 3. Date Issued Page
DTFH70-12-R-00007 Sealed Bid (IFB) 03/14/2013 A-3 (Construction, Alteration, or Repair) x 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
MT PRA GLAC 10(39), GTSR
Rehabilitation, Siyeh Bend to Rising Sun, Phase XII
7. Issued By Code: N/A 8. Address Offer to Code: N/A U.S. Department of Transportation Attn: Contracts 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 being offered under the Going to the Sun Road Rehabilitation IDIQ and is designated MT PRA GLAC 10(39), GTSR REHABILITATION, SIYEH BEND TO RISING SUN, PHASE XII, GLACIER NATIONAL PARK, GLACIER
COUNTY, MONTANA
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 US Customary
11. The Contractor shall begin performance within 10 calendar days and complete it within __*___ calendar days after receiving the award, notice to proceed. This performance period is 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.)
10 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 04/16/2013. If this is a sealed bid solicitation, offers must 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.
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)
Contact HK for due date.
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.
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)
Elizabeth Firestone
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 MT PRA GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII
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.
QUESTIONS/ANSWERS POSTED ONLINE. You can view questions and answers on our Western Federal Lands website http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm.
In “Advertised Projects” Scroll to the project.
Click on “View all answered Questions”.
FOR DAVIS-BACON WAGE RATE INFORMATION call the Department of Labor at 972.850.2634 (DRBA – Southwest Region).
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.
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 (U.S. Customary 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 (U.S. Customary Units).
Block 24 SUBMITTING INVOICES: See Subsection 109.08 of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-03 (U.S. Customary Units).
ESTIMATED PRICE RANGE. The price range of the project work is more than $20,000,000.
A-6
Continuation SF 1442 MT PRA GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII
SUBCONTRACTING PLAN. This Request for Proposals requires the offeror to submit an acceptable subcontracting plan prior to contract award.
Subcontracting Plan – A-6a
For Information Only. Do not submit with your bid.
1. NOTES:
Where the bidder/offeror has an existing approved master subcontracting plan, those goals may be reflected in the proposed plan for this task order. Please note as such.
Where subcontracting opportunities will not exist for this task order, furnish a statement to that effect signed by an authorized official.
Bidder/offeror may use their subcontracting plan format provided the information remains clear, consistent, and meets the requirements of FAR Clause 52.219-9 Small Business Subcontracting Plan.
Text lines may be added to this form as needed.
In the first table, provide information expressed in terms of goal percentages of the total planned subcontracting dollars.
If a subcontractor qualifies in more than one category, include the subcontract amount in each applicable category. If you have questions, contact the Contracting Officer. [Example: If ABC Inc is a small business, a certified HUBZone small business, and a Women-owned small business, then their subcontract amount of $100,000 would be included in the dollar values shown in rows d, g, and i.]
TASK ORDER SUBCONTRACTING PLAN
a. Total prime task order amount $
Ratio Goals
Percent
b. Total planned subcontract awards $
c. Total planned subcontract awards to Large Business concerns (LARGE) $
d. Total planned subcontract awards to all Small
Business concerns (SB) $ (d/b) %
e. Total planned subcontract awards to Veteran-Owned
Small Business concerns (VOSB) $ (e/b) %
f. Total planned subcontract awards to Service-Disabled
Veteran-Owned Small Business concerns (SDVOSB) $ (f/b) %
g. Total planned subcontract awards to certified
HUBZone Small Business concerns (HUBz) $ (g/b) %
h. Total planned subcontract awards to Small Disadvantaged Business concerns (SDB) (includes ANCs and Indian Tribes) $ (h/b) %
i. Total planned subcontract awards to Women-Owned Small Business concerns (WOSB) $ (i/b) %
Subcontracting Plan – A-6b
2. The following principal types of supplies and/or services are planned to be subcontracted under this task order. (Indicate if planned to subcontract to a LARGE, SB, VOSB, SDVOSB, HUBz, SDB, or WOSB business concern.)
Type of Supply/Service to be subcontracted
Company (if known)
Address (city/state)
Subcontractor type
LARGE, SB, VOSB,
SDVOSB, HUBz, SDB, WOSB
(enter one or more as applicable)
3. The following methods were used to develop the subcontract percentage goals:
4. The following methods were used to identify potential subcontract sources for solicitation purposes.
(What source lists were used, such as SAM, Veterans service organizations, the National Minority Purchasing Council Vendor Information Service, the Research and Information Division of the Minority Business Development Agency in the Department of Commerce, or small, HUBZone, small disadvantaged, and women-owned small business trade associations, and what organizations were contacted to identify potential SB, VOSB, SDVOSB, HUBz, SDB, and WOSB subcontractors.):
5. (Check one) Indirect costs (_)were (__)were not included in establishing the subcontracting goals specified in the table above.
6. If indirect costs were included, the following method was used to determine the proportionate share
Subcontracting Plan – A-6c of indirect costs to be incurred with SB, SDVOSB, HUBz, SDB, and WOSB subcontractors:
7. The following individual will administer the subcontracting program:
Name:_______________________________________________ Title:________________________________________________ Telephone & e-mail:____________________________________________________________
This individual's specific duties, as they relate to the subcontracting program, are as follows:
8. The following efforts will be taken to ensure that SB, VOSB, SDVOSB, HUBz, SDB, and WOSB business concerns will have an equitable opportunity to compete for subcontracts:
9. It is agreed that: a) FAR Clause 52.219-8, Utilization of Small Business Concerns, will be included in all subcontracts that offer further subcontracting opportunities; and b) All subcontractors (except small business concerns) at all tiers below the prime contractor who receive subcontracts in excess of $650,000 ($1,500,000 if construction) will be required to adopt and comply with a subcontracting plan in accordance with FAR Clause 52.219-9 Small Business Subcontracting Plan.
10. The Contractor agrees to:
a. Cooperate in any studies or surveys as may be required.
b. Submit periodic reports as may be required so that the Government can determine the extent of compliance by the Contractor with the subcontracting plan.
c. Submit Subcontracting Report for Individual Contracts and Summary Subcontract Report, to the following Electronic Subcontract Reporting System (eSRS) web site: http://esrs.gov/
d. Ensure that its large business subcontractors with subcontracting plans agree to submit eSRS documents online as required.
e. Provide its prime task order number, its DUNS number, and the email address of the offeror/bidder’s official responsible for reviewing reports to all first-tier subcontractors with a subcontracting plan.
Subcontracting Plan – A-6d
f. Require that each subcontractor with a subcontracting plan provide the prime task order number, its own DUNS number, and the email address of the subcontractor official responsible for reviewing the reports to its subcontractors.
11. The following types of records concerning procedures that have been adopted to comply with the requirements and goals in the plan shall be maintained through task order completion:
a. Source lists, guides, and other data used to identify SB, VOSB, SDVOSB, HUBz, SDB, and
WOSB concerns.
b. Organizations contacted in an attempt to locate sources that are SB, VOSB, SDVOSB, HUBz, SDB, and WOSB concerns.
c. Records on each subcontract award of more than $150,000 indicating:
i. whether Small businesses were solicited, and if not, why not;
ii. whether VOSB were solicited, and if not, why not:
iii. whether SDVOSB were solicited, and if not, why not:
iv. whether HUBz's were solicited, and if not, why not;
v. whether SDB's were solicited, and if not, why not;
vi. whether WOSB's were solicited, and if not, why not; and
vii. if applicable, the reason award was not made to a small business concern.
d. Records of outreach efforts to contact the following in an attempt to locate SB, VOSB, SDVOSB, HUBz, SDB, and WOSB sources:
i. trade associations,
ii. business development organizations,
iii. conferences, and trade fairs
iv. veterans service organizations
e. Records of internal guidance and encouragement provided to buyers through:
i. Workshops, seminars, training programs, etc.
ii. Monitoring performance to evaluate compliance with the program’s requirements.
f. On a task order-by-task order basis, records to support award data submitted by the Contractor to the Government, including the name, address and business size of each subcontractor.
12. In order to effectively implement this plan, the contractor agrees to perform the functions listed in paragraph (e) of FAR Clause 52.219-9 Small Business Subcontracting Plan.
13. The Contractor acknowledges that a failure of the Contractor or subcontractor to comply in good faith with clause 52.219-8, Utilization of Small Business Concerns, or this approved subcontracting plan shall be considered a material breach of the task order.
Subcontracting Plan – A-6e
Contractor
Signed Date
Printed Name Title
Company Name and Address
Email address
Federal Highway Administration
Accepted by: _______________________________________ __________________ Elizabeth Firestone, Contracting Officer Date
Subcontracting Plan – A-6f
Reserved
A - 7
Offeror 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 bid 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 a "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.
Do not include an amount to protect against contingent cost increases to prices subject to the escalation coverage.
Bid Schedule
Project No:MT PRA GLAC 10(39)
Project Name:GTSR Siyeh Bend to Rising Sun, Phase XII
A - 8
Contract Quantity Pay Items
20401-0000 ROADWAY EXCAVATION
20801-0000 STRUCTURE EXCAVATION (ROES CREEK BRIDGE)
55104-1000 DYNAMIC PILE LOAD TEST
55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (ROES CREEK BRIDGE)
55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDERS (AASHTO TYPE IV)
55401-1000 REINFORCING STEEL
55401-2000 REINFORCING STEEL, EPOXY COATED
56401-1000 BEARING DEVICE, ELASTOMERIC
Item No. Pay Item No. Description Quantity Unit Unit Price Amount
A1000 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
A1020 15201-0000 CONSTRUCTION SURVEY AND STAKING
ALL LPSM $___LPSM_____ $____________
A1040 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
A1060 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
A1080 15705-0100 SOIL EROSION CONTROL, SILT FENCE
9,500 LNFT $____________ $____________
A1100 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE (ROCK SOCK)
300 LNFT $____________ $____________
A1120 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE
14,450 LNFT $____________ $____________
A1140 15706-0300 SOIL EROSION CONTROL, SANDBAG
250 EACH $____________ $____________
A1160 15802-0000 WATERING FOR DUST CONTROL
ALL LPSM $___LPSM_____ $____________
A1180 20103-0000 CLEARING AND GRUBBING
2,876 SQYD $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 9
A1200 20301-0080 REMOVAL OF BENCH
8 EACH $____________ $____________
A1220 20301-0200 REMOVAL OF BOULDER
136 EACH $____________ $____________
A1240 20301-1100 REMOVAL OF GATE
1 EACH $____________ $____________
A1260 20301-1200 REMOVAL OF HEADWALL
10 EACH $____________ $____________
A1280 20301-1400 REMOVAL OF INLET
3 EACH $____________ $____________
A1300 20301-1900 REMOVAL OF PIPE CULVERT
32 EACH $____________ $____________
A1320 20301-2400 REMOVAL OF SIGN (SHUTTLE SIGN)
4 EACH $____________ $____________
A1340 20301-2400 REMOVAL OF SIGN
70 EACH $____________ $____________
A1360 20301-2700 REMOVAL OF STRUCTURE (Wayside Exhibit)
2 EACH $____________ $____________
A1380 20301-2700 REMOVAL OF STRUCTURE (Monitoring Well Decommission)
7 EACH $____________ $____________
A1400 20301-3000 REMOVAL OF TRASH RECEPTACLE
8 EACH $____________ $____________
A1420 20302-0600 REMOVAL OF CURB, STONE
198 LNFT $____________ $____________
A1440 20302-1700 REMOVAL OF PAVED WATERWAY, ASPHALT (Gutter)
1,230 LNFT $____________ $____________
A1460 20302-2200 REMOVAL OF SEWERLINE
800 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 10
A1480 20303-3000 REMOVAL OF SIDEWALK, ASPHALT
78 SQYD $____________ $____________
A1500 20303-3500 REMOVAL OF STONE MASONRY (GUARDWALL)
457 SQYD $____________ $____________
A1520 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (ROES CREEK BRIDGE)
ALL LPSM $___LPSM_____ $____________
A1540 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (Hitching Post and Livestock
Loading Ramp)
ALL LPSM $___LPSM_____ $____________
A1560 20401-0000 ROADWAY EXCAVATION
13,500 CUYD $____________ $____________
A1580 20402-0000 SUBEXCAVATION (Slide Stabilization)
4,500 CUYD $____________ $____________
A1600 20402-0000 SUBEXCAVATION (Deep Patch)
6,500 CUYD $____________ $____________
A1620 20402-0000 SUBEXCAVATION (Subgrade Stabilization)
1,700 CUYD $____________ $____________
A1640 20410-0000 SELECT BORROW
1,800 CUYD $____________ $____________
A1660 20410-0000 SELECT BORROW (DEEP PATCH)
2,000 CUYD $____________ $____________
A1680 20502-0000 CONTROLLED BLASTING
10,456 SQFT $____________ $____________
A1700 20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A
2,343 SQYD $____________ $____________
A1720 20801-0000 STRUCTURE EXCAVATION (ROES CREEK BRIDGE)
190 CUYD $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 11
A1740 25101-1000 PLACED RIPRAP, CLASS 1
1 CUYD $____________ $____________
A1760 25101-4000 PLACED RIPRAP, CLASS 4
774 CUYD $____________ $____________
A1780 25101-5000 PLACED RIPRAP, CLASS 5
742 CUYD $____________ $____________
A1800 30302-1000 DITCH RECONDITIONING
9,000 LNFT $____________ $____________
A1820 55101-0200 CONCRETE FILLED STEEL PIPE PILES, IN PLACE (16" DIA X 0.5")
730 LNFT $____________ $____________
A1840 55104-1000 DYNAMIC PILE LOAD TEST
2 EACH $____________ $____________
A1860 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (ROES CREEK BRIDGE)
160 CUYD $____________ $____________
A1880 55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDERS (AASHTO TYPE IV)
340 LNFT $____________ $____________
A1900 55401-1000 REINFORCING STEEL
5,900 LB $____________ $____________
A1920 55401-2000 REINFORCING STEEL, EPOXY COATED
30,500 LB $____________ $____________
A1940 56401-1000 BEARING DEVICE, ELASTOMERIC
8 EACH $____________ $____________
A1960 60101-0000 CONCRETE (BOX CULVERT REPAIR)
38 CUYD $____________ $____________
A1980 60201-0600 18-INCH PIPE CULVERT
950 LNFT $____________ $____________
A2000 60201-0800 24-INCH PIPE CULVERT
549 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 12
A2020 60201-0900 30-INCH PIPE CULVERT
105 LNFT $____________ $____________
A2040 60201-1000 36-INCH PIPE CULVERT
347 LNFT $____________ $____________
A2060 60201-1200 48-INCH PIPE CULVERT
190 LNFT $____________ $____________
A2080 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (FLARED)
1 EACH $____________ $____________
A2100 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (FLARED)
1 EACH $____________ $____________
A2120 60403-0000 INLET , TYPE 4
2 EACH $____________ $____________
A2140 60403-0100 INLET, TYPE 1
1 EACH $____________ $____________
A2160 60501-0000 STANDARD UNDERDRAIN SYSTEM (BARING CREEK BRIDGE)
215 LNFT $____________ $____________
A2180 60501-0000 STANDARD UNDERDRAIN SYSTEM (DEEP TRENCH)
50 LNFT $____________ $____________
A2200 60706-0000 CLEANING DRAINAGE STRUCTURE
31 EACH $____________ $____________
A2220 60706-0000 CLEANING DRAINAGE STRUCTURE (HORIZONTAL DRAINS)
29 EACH $____________ $____________
A2240 60811-0000 DRAINAGE CHUTE (TYPE 3)
6 EACH $____________ $____________
A2260 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH
407 LNFT $____________ $____________
A2280 61103-0600 6-INCH ENCASEMENT PIPE, POLYVINYL CHLORIDE (PVC) (Power utility conduit)
331 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 13
A2300 61902-0900 GATE, METAL
2 EACH $____________ $____________
A2320 62010-1000 STONE MASONRY GUARDWALL (ASHLAR CORE, TYPE 7)
40 LNFT $____________ $____________
A2340 62010-1000 STONE MASONRY GUARDWALL (ASHLAR, TYPE 9)
56 LNFT $____________ $____________
A2360 62010-1000 STONE MASONRY GUARDWALL (ASHLAR CORE, TYPE 8)
172 LNFT $____________ $____________
A2380 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT
3 EACH $____________ $____________
A2400 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT
7 EACH $____________ $____________
A2420 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT
3 EACH $____________ $____________
A2440 62011-0900 STONE MASONRY HEADWALL FOR 48-INCH PIPE CULVERT
1 EACH $____________ $____________
A2460 62013-2000 STONE MASONRY WALL (ASHLAR GUARDWALL, TYPE 3)
330 SQYD $____________ $____________
A2480 62013-2000 STONE MASONRY WALL (ASHLAR GUARDWALL, TYPE 2)
132 SQYD $____________ $____________
A2500 62013-2000 STONE MASONRY WALL (VENEER)
89 SQYD $____________ $____________
A2520 62026-1000 REMOVE AND RESET STONE MASONRY (MASONRY WALL REPAIR)
27.8 SQYD $____________ $____________
A2540 62026-1000 REMOVE AND RESET STONE MASONRY (MASONRY SPILLWAY REPAIR)
20 SQYD $____________ $____________
A2560 62027-0000 REMOVE AND RESET STONE MASONRY (MASONRY GUARDWALL)
25 LNFT $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 14
A2580 62031-0000 REPOINT STONE MASONRY (GOLDEN STAIRCASE GUARDWALLS)
733 SQFT $____________ $____________
A2600 62031-0000 REPOINT STONE MASONRY (GOLDEN STAIRCASE RETAINING WALLS)
874 SQFT $____________ $____________
A2620 62031-0000 REPOINT STONE MASONRY (GUARDWALL)
3,385 SQFT $____________ $____________
A2640 62031-0000 REPOINT STONE MASONRY (SUNRIFT GORGE)
1,170 SQFT $____________ $____________
A2660 62031-0000 REPOINT STONE MASONRY (HEADWALL)
109.1 SQFT $____________ $____________
A2680 62031-0000 REPOINT STONE MASONRY (SPILLWAYS)
1,600 SQFT $____________ $____________
A2700 62032-0000 REPOINT STONE MASONRY (DEAD HORSE POINT)
ALL LPSM $___LPSM_____ $____________
A2720 62032-0000 REPOINT STONE MASONRY (HORSE UNDERPASS)
ALL LPSM $___LPSM_____ $____________
A2740 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY
150 HOUR $____________ $____________
A2760 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY
250 HOUR $____________ $____________
A2780 62201-3000 HYDRAULIC EXCAVATOR WITH HOE RAM
160 HOUR $____________ $____________
A2800 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM
CAPACITY WITH THUMB ATTACHMENT
230 HOUR $____________ $____________
A2820 62201-3800 PICKUP TRUCK, 1 TON (with snow plow)
200 HOUR $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 15
A2840 62201-3800 PICKUP TRUCK, 1 TON , WITH PRESSURE WASHER WITH 100' OF WATER
LINE
200 HOUR $____________ $____________
A2860 62301-0000 GENERAL LABOR
783 HOUR $____________ $____________
A2880 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Restrooms Ahead)
2 EACH $____________ $____________
A2900 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
2 EACH $____________ $____________
A2920 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH
500 EACH $____________ $____________
A2940 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
75 EACH $____________ $____________
A2960 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A
10 EACH $____________ $____________
A2980 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C
20 EACH $____________ $____________
A3000 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS
75,700 LNFT $____________ $____________
A3020 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
1,154 SQFT $____________ $____________
A3040 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR
1,560 HOUR $____________ $____________
A3060 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR
220 DAY $____________ $____________
A3080 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER
14,000 FXHR $45.00 $630,000.00
Bid Schedule Schedule:A Schedule Type:Base
A - 16
A3100 63706-0000…
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