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INVITATION FOR BIDS
Solicitation No. 69056719B000009
MT DAR 2019(1), Defense Access Roads FY 2019 MT TETON 144(1), North Fork Project
Solicitation, Offer & Award, Bid Schedule, Contract Clauses, General Wage Decision, Special Contract Requirements, and Plans
This solicitation cites Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 This project uses U.S. Customary units of measure
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 e-mail : wfl.contracts@dot.gov
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 General Wage Decision E-1 Special Contract Requirements H-1 Permits I-1 Reserved J-1 Fire Protection and Suppression
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?
This solicitation is a Total Small Business Set-aside See FAR clause 52.219-6 (pg C-21)
Bid Opening Date:
See Page A-3, Block 13A
A-1 Notice to Bidders mailto:wfl.contracts@fhwa.dot.gov
PROJECT No. MT DAR 2019(1) & MT TETON 144(1)
PROJECT NAME Defense Access Roads FY 2019 & North Fork Project
BEGINNING AT See Plans
ENDING AT See Plans
LENGTH See Plans
COUNTY Cascade, Shouteau and Teton Counties, Montana
STATE Montana
FIXED COMPLETION DATE See FAR Clause 52.211-10 (FAR Clauses begin on page C-1)
Bid Submittal Checklist
Project: MT DAR 2019(1), Defense Access Roads FY 2019
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 unique entity identifier and Cage Code?
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?
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 include the original?
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 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-100)?
System for Award Management (SAM) https://www.sam.gov/portal/public/SAM/
Do we have up-to-date data in SAM?
Veteran Reporting (FAR Clause 52.222-37) 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 bid to be rejected.
Driving Directions to our Vancouver Washington Office:
Directions to WFLHD https://www.google.com/maps/place/610+E+5th+St,+Vancouver,+WA+98661/data=!4m2!3m1!1s0x5495a8ae3f2d7083:0x5b7adcfa96ade37a?hl=en
Authority to Sign
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)
MT TETON 144(1), North Fork Project
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)
MT TETON 144(1), North Fork Project
INSTRUCTIONS: When the offeror/principal is a partnership, include this
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)
MT TETON 144(1), North Fork Project
INSTRUCTIONS: When the offeror/principal is a joint venture, include this
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.
RESERVED
BID BOND
(See instructions on reverse)
DATE BOND EXECUTED (Must not be later than bid opening date) OMB Control Number: 9000-0045
Expiration Date: 7/31/2019 Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 25 minutes to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F Street, NW, Washington, DC 20405.
SURETY(IES) (Name and business address)
PENAL SUM OF BOND BID IDENTIFICATION
PERCENT
OF BID
PRICE
AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER 69056719B000009
MILLION(S) THOUSAND(S) HUNDRED(S) CENTS
FOR (Construction, Supplies or Services)
MT DAR 2019(1), Defense Access Roads FY 2019
OBLIGATION:
We, the Principal and Surety(ies) are firmly bound to the United States of America (hereinafter called 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 of 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 execute 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 obligation is not impaired by any extension(s) of the time for acceptance of the bid that the Principal may grant to the Government.
Notice to the surety(ies) of extension(s) is waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the period 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)
1.
(Seal)
2.
3.
Corporate Seal NAME(S) &
TITLE(S)
(Typed)
1. 2. 3.
INDIVIDUAL SURETY(IES)
SIGNATURE(S) 1.
2.
(Seal)
NAME(S)
(Typed)
1. 2.
CORPORATE SURETY(IES)
SU
R
ET
Y
A
NAME &
ADDRESS
STATE OF INCORPORATION LIABILITY LIMIT ($)
Seal
SIGNATURE(S) 1. 2.
NAME(S) &
TITLE(S)
(Typed)
1. 2.
AUTHORIZED FOR LOCAL REPRODUCTION
Previous edition is NOT usable
STANDARD FORM 24 (REV. 8/2016)
Prescribed by GSA - FAR (48 CFR) 53.228(a)
PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION ("X" one)
INDIVIDUAL PARTNERSHIP JOINT VENTURE
CORPORATION OTHER (Specify)
STATE OF INCORPORATION
SU
R
ET
Y
B
NAME &
ADDRESS
STATE OF INCORPORATION LIABILITY LIMIT ($)
Corporate Seal SIGNATURE(S) 1. 2.
NAME(S) &
TITLE(S)
(Typed)
1. 2.
SU
R
ET
Y
C
NAME &
ADDRESS
STATE OF INCORPORATION LIABILITY LIMIT ($)
Corporate Seal SIGNATURE(S) 1. 2.
NAME(S) &
TITLE(S)
(Typed)
1. 2.
SU
R
ET
Y
D
NAME &
ADDRESS
STATE OF INCORPORATION LIABILITY LIMIT ($)
Corporate Seal SIGNATURE(S)
1. 2.
NAME(S) &
TITLE(S)
(Typed)
1. 2.
SU
R
ET
Y
E
NAME &
SIGNATURE(S) 1. 2.
NAME(S) &
TITLE(S)
(Typed)
1. 2.
SU
R
ET
Y
F
NAME &
SIGNATURE(S) 1. 2.
NAME(S) &
TITLE(S)
(Typed)
1. 2.
SU
R
ET
Y
G
NAME &
SIGNATURE(S) 1. 2.
NAME(S) &
TITLE(S)
(Typed)
1. 2.
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., 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 limitations listed therein. The value put into the LIABILITY LIMIT block is the penal sum (i.e., the face value) of the bond, unless a co-surety arrangement is proposed.
(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE
SURETY(IES)." In the space designated "SURETY(IES)" on the face of the form, insert only the letter identifier corresponding to each of the sureties. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.
(c) When 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."
STANDARD FORM 24 (REV. 8/2016) BACK
Notice to Bidders
MT TETON 144(1), North Fork Project
TABLE OF CONTENTS
08/01/14–FP14
DESCRIPTION PAGE
Notice to Bidders ........................................................................................................................ A-1
Solicitation, Offer, and Award (SF 1442) ................................................................................... A-3
Bid Schedule ............................................................................................................................... A-7
Solicitation Provisions ................................................................................................................ B-1
Contract Clauses ......................................................................................................................... C-1
General Wage Decision .............................................................................................................. D-1
SCRs Table of Contents
SPECIAL CONTRACT REQUIREMENTS (SCR)
The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.
Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-24 Division 200 ..................................................................................................................... F-1 Division 250 ..................................................................................................................... F-5 Division 300 ..................................................................................................................... F-6 Division 550 ................................................................................................................... F-20 Division 600 ................................................................................................................... F-21 Division 700 .................................................................................................................... G-1
Permits ........................................................................................................................................ H-1
(Reserved) ..................................................................................................................................... I-1
Fire Protection and Suppression Plan .......................................................................................... J-1
(This page intentionally left blank)
A-1
Project: MT DAR 2019(1), Defense Access Roads FY 2019 MT TETON 144(1), North Fork Project
NOTICE TO BIDDERS
12/17/18–FP14
THIS PROJECT IS BEING SOLICITED AND AWARDED UNDER FP-14.
The FP-14 is FLH’s Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. To view the FP-14 electronically go to:
https://flh.fhwa.dot.gov/business/resources/specs/.
The FP-14 is a dual unit document with U.S. Customary units being the primary unit shown.
Metric equivalents are shown in parenthesis.
When submitting bids, drawings, calculations, and other construction documents, use only U.S. Customary units of measure, unless otherwise stated.
I. Project Location
General Location. The project work is located in Cascade, Chouteau, and Teton Counties, MT.
Project Limits. Signs have not been erected to identify the project limits. No Government personnel will be available for show-me tours.
II. Pre‐bid Information.
GENERAL AND TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR
THIS PROJECT WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON
05/17/2019
Refer to page A-5 for information on how to submit questions related to General Information and Technical Information. Answers to General and Technical Questions will be posted at https://www.fbo.gov/spg/DOT/FHWA/WFL/69056719B000009/listing.html.
Every attempt to respond to questions will be made. However, response to questions received after the above posted date is not guaranteed.
Multiple Schedules. Offers 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.
Electronic Plan Sheets. This solicitation includes electronic plan sheets available at https://www.fbo.gov/spg/DOT/FHWA/WFL/69056719B000009/listing.html. A paper copy of the plan sheets is available by submitting the form posted with this solicitation.
A-2
Project: MT DAR 2019(1), Defense Access Roads FY 2019 MT TETON 144(1), North Fork Project
Physical Data. Physical data applicable to this project is listed in FAR Clause 52.236-4 Physical Data.
Small Business Set-Aside. This solicitation is a total small business set-aside. Offers are solicited only from small business concerns; see FAR Clause 52.219-6 Notice of Total Small Business Set- Aside (clauses begin on page C-1).
Representations & Certifications. 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 Information. 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).
SF 1442, Solicitation, Offer, and Award. 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, modifications, and withdrawals. 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 failure attributable to the transmission or receipt of facsimile data. See FAR Provision 52.214-5, Submission of Bids. FAX 406.449.5314. To confirm receipt, call 406.441.3900.
Surety Bond Guarantee Program. Small businesses that need surety bonds can qualify for U.S.
Small Business Administration (SBA) backed surety bonds. 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/content/contractors or call 1-800-U-ASK-SBA.
A-2a
Project: MT DAR 2019(1), Defense Access Roads FY 2019 MT TETON 144(1), North Fork Project
Fraud Alert. 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. Insurance requirements are described in Subsection 107.05.
Contractor Performance Evaluations. This office posts performance evaluations in the Contractor Performance Assessment Reporting System (CPARS); for additional information see http://www.cpars.gov/index.htm. Upon receiving an email notice of evaluation availability, you will have 14-60 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.
Specifications. 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-14. An electronic version may be found at http://flh.fhwa.dot.gov/business/resources/specs/. A single paper copy can also be obtained from the Research & Technology Product Distribution Center (RTPDC) by e-mail to:
report.center@dot.gov, or by phone 814-239-1160, or fax 814-239-2156.
Electronic Documentation. Requires all documents (including but not limited to correspondence, notifications, submittals, reports, and pay notes) to be submitted in a pdf format, or an approved fixed-layout electronic format. See Subsection 103.06.
Material Sources. Material and water sources have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(c).
Teton Canyon Road. The Teton Canyon Road Department will be clearing brush, reconditioning the existing roadway, and adding four inches of new aggregate on Teton Canyon Road prior to this contract work. Refer to Subsection 108.01 for date restrictions. The plans and specifications of this contract are based on post-County work road conditions.
A-2b
Project: MT DAR 2019(1), Defense Access Roads FY 2019
(This page intentionally left blank)
SOLICITATION, OFFER,
AND AWARD
2. TYPE OF SOLICITATION
6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.
PAGE OF PAGES
7. ISSUED BY CODE
SOLICITATION
(Construction, Alteration, or Repair)
3. DATE ISSUED
IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.
9.
INFORMATION
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."
CALL:
FOR
SEALED BID (IFB)
NEGOTIATED (RFP)
Federal Highway Administration
Western Federal Lands Highway Div.
610 E. 5th St.
Vancouver WA 98661
690567 8. ADDRESS OFFER TO
Federal Highway Administration Western Federal Lands Highway Div.
610 E. 5th St. Vancouver WA 98661
a. NAME
See Page A-5
b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
360-619-7520
See Block 10 x
04/25/2019
1. SOLICITATION NO.
69056719B000009
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)
This solicitation is designed MT DAR 2019(1), Defense Access Roads FY 2019 & MT Teton 144(1), North Fork Project.
IN STRICT ACCORDANCE WITH:
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-14
11. The Contractor shall begin performance
12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)
13. ADDITIONAL SOLICITATION REQUIREMENTS:
is not required.is, b. An offer guarantee
c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
d. Offers providing less than
12b. CALENDAR DAYSYES NO
(If "YES", indicate within how many calendar days after award in Item 12b.)
10 calendar days and complete it within ________________ ________________ calendar days after receiving
See Page A-5
a. Sealed offers in original and
_______________________ 05/24/2019
NSN 7540-01-155-3212
x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________
STANDARD FORM 1442 (Rev. 4-85)
Prescribed by GSA
FAR(48 CFR) 53.236-1(d)
A-3
17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)
16. REMITTANCE ADDRESS (Include only if different than item 14.)
CODE FACILITY CODE
AMOUNTS
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGEMENT OF AMENDMENTS
OFFER (Must be fully completed by offeror)
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE.
20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this document and return (Contractor is not required to sign this document.)
Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.
No further contractual document is necessary.
30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)
30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE
BY
2PAGE OF
Federal Highway Administration Western Federal Lands Highway Div.
610 E. 5th St.
Vancouver WA 98661
690567
DEAN UMATHUM
28. NEGOTIATED AGREEMENT 29. AWARD
Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
STANDARD FORM 1442 (REV. 4-85) BACK
Unique Entity Identifier (Formerly DUNS) Cage Code:
See Bid Schedule
All Items on Bid Schedule
See Page A-5
X
A-4
Federal Highway Administration Western Federal Lands Highway Div.
610 E. 5th St.
Vancouver WA 98661
A-5
Continuation SF 1442
MT TETON 144(1), North Fork Project
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.
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 wfl.plans-spec@dot.gov.
QUESTIONS/ANSWERS POSTED ONLINE. You can view questions and answers on the Federal Business Opportunities (FBO) Website https://www.fbo.gov/ .
• Insert the solicitation number in “Keyword / Solicitation #:”
• Scroll to the project.
• Make sure you are on the most recent view and look in the right section of the page for the most recent Q&A document.
FOR DAVIS-BACON WAGE RATE INFORMATION call the Department of Labor at 972.850.2627 (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. Physical Data will be posted with the solicitation on the Federal Business Opportunities website.
FOR BID RESULTS, Bid opening summary will be posted on the Federal Business Opportunities (FBO) Website https://www.fbo.gov/ shortly after bid opening. Bid tabulations will be available on our website approximately 3 work days after the bid opening. Our website is located at: http://flh.fhwa.dot.gov/business/construction/bids/ filter by WFL Division and applicable state.
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-14, 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- 14, 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-14, U.S. Customary Units.
mailto:wfl.contracts@dot.gov mailto:wfl.plans-spec@dot.gov https://www.fbo.gov/ https://www.fbo.gov/ http://flh.fhwa.dot.gov/business/construction/bids/
A-6
Continuation SF 1442 Project: MT DAR 2019(1), Defense Access Roads FY 2019
MT TETON 144(1), North Fork Project
ESTIMATED PRICE RANGE. The price range of the project work is between $4,000,000 and $7,000,000.
A - 7
BID SCHEDULE
Bidder/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 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 corrected unit price extension shall govern.
When the word "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 all of the amounts bid for each pay item and show the total bid amount for each Schedule on the last page of each schedule, and on the Bid Schedule Summary (Page A - 22).
Bid Schedule
Project No:MT DAR 2019(1) & MT Teton 144(1)
Project Name:Defense Access Roads FY 2019 & North Fork Project
A - 8
Contract Quantity Pay Items
30302-5000 AGGREGATE SURFACE RECONDITIONING (TCR)
30302-6000 ROADWAY RECONDITIONING
Item No. Pay Item No. Description Quantity Unit Unit Price Amount
A0020 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING
ALL LPSM $___LPSM_____ $____________
A0060 15201-0000 CONSTRUCTION SURVEY AND STAKING (TCR)
ALL LPSM $___LPSM_____ $____________
A0080 15301-0000 CONTRACTOR QUALITY CONTROL
ALL LPSM $___LPSM_____ $____________
A0100 15301-0000 CONTRACTOR QUALITY CONTROL (TCR)
ALL LPSM $___LPSM_____ $____________
A0120 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
A0140 15401-0000 CONTRACTOR TESTING (TCR)
ALL LPSM $___LPSM_____ $____________
A0160 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
A0180 15501-0000 CONSTRUCTION SCHEDULE (TCR)
ALL LPSM $___LPSM_____ $____________
A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL
700 LNFT $____________ $____________
A0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (TCR)
150 LNFT $____________ $____________
A0240 15801-0000 WATERING FOR DUST CONTROL
3,960 MGAL $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 9
A0260 15801-0000 WATERING FOR DUST CONTROL (TCR)
288 MGAL $____________ $____________
A0280 20310-1000 PLUG, EXISTING PIPE
1 EACH $____________ $____________
A0300 20404-0000 UNCLASSIFIED BORROW
97 TON $____________ $____________
A0320 20425-1000 DITCH, EXCAVATION
275 LNFT $____________ $____________
A0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR)
32 CUYD $____________ $____________
A0360 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP HEADWALL)
13 CUYD $____________ $____________
A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 (J ROADS)
1,860 TON $____________ $____________
A0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 (TCR)
295 TON $____________ $____________
A0420 30302-5000 AGGREGATE SURFACE RECONDITIONING (TCR)
14,414 LNFT $____________ $____________
A0440 30302-6000 ROADWAY RECONDITIONING
185,381 LNFT $____________ $____________
A0460 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (J ROADS)
100,171 TON $____________ $____________
A0500 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (APPROACH ROADS)
663 TON $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 10
A0540 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (TCR)
6,873 TON $____________ $____________
A0580 31110-0000 CALCIUM CHLORIDE
1,810 TON $____________ $____________
A0600 31110-0000 CALCIUM CHLORIDE (TCR)
123 TON $____________ $____________
A0620 60201-0800 24-INCH PIPE CULVERT
42 LNFT $____________ $____________
A0640 60704-0000 CLEANING CULVERT IN PLACE
17 EACH $____________ $____________
A0660 60704-0000 CLEANING CULVERT IN PLACE (TCR)
2 EACH $____________ $____________
A0680 60705-0000 REPAIRING DRAINAGE STRUCTURE
23 EACH $____________ $____________
A0700 61903-0700 CATTLE GUARD, 24 FEET (TCR)
1 EACH $____________ $____________
A0720 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY
49 HOUR $____________ $____________
A0740 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY (TCR)
10 HOUR $____________ $____________
A0760 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
24-INCH WIDTH
49 HOUR $____________ $____________
A0780 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
24-INCH WIDTH (TCR)
10 HOUR $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A - 11
A0800 62201-2050 ROLLER
26 HOUR $____________ $____________
A0820 62201-2050 ROLLER (TCR)
10 HOUR $____________ $____________
A0840 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE
57 HOUR $____________ $____________
A0860 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE (TCR)
10 HOUR $____________ $____________
A0880 62301-0000 GENERAL LABOR
46 HOUR $____________ $____________
A0900 62301-0000 GENERAL LABOR (TCR)
10 HOUR $____________ $____________
A0920 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH
1,735 SQYD $____________ $____________
A0940 62502-0000 TURF ESTABLISHMENT (DRY METHOD)
1,735 SQYD $____________ $____________
A0960 63501-0000 TEMPORARY TRAFFIC CONTROL
ALL LPSM $___LPSM_____ $____________
A0980 63501-0000 TEMPORARY TRAFFIC CONTROL (TCR)
ALL LPSM $___LPSM_____ $____________
A1000 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER
2,400 FXHR $50.00 $120,000.00
A1020 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER (TCR)
160 FXHR $50.00 $8,000.00
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:A Schedule Type:Base
A - 12
30302-5000 AGGREGATE SURFACE RECONDITIONING (TCR)
30302-6000 ROADWAY RECONDITIONING
Item No. Pay Item No. Description Quantity Unit Unit Price Amount
B0020 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING
ALL LPSM $___LPSM_____ $____________
B0060 15201-0000 CONSTRUCTION SURVEY AND STAKING (TCR)
ALL LPSM $___LPSM_____ $____________
B0080 15301-0000 CONTRACTOR QUALITY CONTROL
ALL LPSM $___LPSM_____ $____________
B0100 15301-0000 CONTRACTOR QUALITY CONTROL (TCR)
ALL LPSM $___LPSM_____ $____________
B0120 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
B0140 15401-0000 CONTRACTOR TESTING (TCR)
ALL LPSM $___LPSM_____ $____________
B0160 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
B0180 15501-0000 CONSTRUCTION SCHEDULE (TCR)
ALL LPSM $___LPSM_____ $____________
B0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL
2,730 LNFT $____________ $____________
B0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (TCR)
150 LNFT $____________ $____________
B0240 15801-0000 WATERING FOR DUST CONTROL
4,585 MGAL $____________ $____________
Bid Schedule Schedule:B Schedule Type:Alternate
A - 13
B0260 15801-0000 WATERING FOR DUST CONTROL (TCR)
288 MGAL $____________ $____________
B0280 20310-1000 PLUG, EXISTING PIPE
1 EACH $____________ $____________
B0300 20404-0000 UNCLASSIFIED BORROW
97 TON $____________ $____________
B0320 20425-1000 DITCH, EXCAVATION
575 LNFT $____________ $____________
B0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR)
32 CUYD $____________ $____________
B0360 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP HEADWALL)
13 CUYD $____________ $____________
B0380 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (RIPRAP HEADWALL)
63 CUYD $____________ $____________
B0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 (H ROADS)
485 TON $____________ $____________
B0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 (J ROADS)
1,860 TON $____________ $____________
B0440 30202-2000 ROADWAY AGGREGATE, METHOD 2 (TCR)
295 TON $____________ $____________
B0460 30302-5000 AGGREGATE SURFACE RECONDITIONING (TCR)
14,414 LNFT $____________ $____________
B0480 30302-6000 ROADWAY RECONDITIONING
219,965 LNFT $____________ $____________
B0500 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (H ROADS)
10,609 TON $____________ $____________
Bid Schedule Schedule:B Schedule Type:Alternate
A - 14
B0540 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (IN-PLACE STABILIZATION, H-02 ROAD)
2,895 TON $____________ $____________
B0580 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (J ROADS)
100,171 TON $____________ $____________
B0620 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (APPROACH ROADS)
769 TON $____________ $____________
B0660 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (TCR)
6,873 TON $____________ $____________
B0700 31110-0000 CALCIUM CHLORIDE
2,112 TON $____________ $____________
B0720 31110-0000 CALCIUM CHLORIDE (TCR)
123 TON $____________ $____________
B0740 60201-0800 24-INCH PIPE CULVERT
80 LNFT $____________ $____________
B0760 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT
38 LNFT $____________ $____________
B0780 60202-1300 78-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT
50 LNFT $____________ $____________
B0800 60704-0000 CLEANING CULVERT IN PLACE
22 EACH $____________ $____________
B0820 60704-0000 CLEANING CULVERT IN PLACE (TCR)
2 EACH $____________ $____________
B0840 60705-0000 REPAIRING DRAINAGE STRUCTURE
27 EACH $____________ $____________
Bid Schedule Schedule:B Schedule Type:Alternate
A - 15
B0860 61903-0700 CATTLE GUARD, 24 FEET (TCR)
1 EACH $____________ $____________
B0880 61921-1000 REMOVE AND RESET FENCE
70 LNFT $____________ $____________
B0900 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY
52 HOUR $____________ $____________
B0920 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY (TCR)
10 HOUR $____________ $____________
B0940 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
24-INCH WIDTH
52 HOUR $____________ $____________
B0960 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
24-INCH WIDTH (TCR)
10 HOUR $____________ $____________
B0980 62201-2050 ROLLER
26 HOUR $____________ $____________
B1000 62201-2050 ROLLER (TCR)
10 HOUR $____________ $____________
B1020 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE
57 HOUR $____________ $____________
B1040 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE (TCR)
10 HOUR $____________ $____________
B1060 62301-0000 GENERAL LABOR
49 HOUR $____________ $____________
B1080 62301-0000 GENERAL LABOR (TCR)
10 HOUR $____________ $____________
B1100 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH
2,785 SQYD $____________ $____________
Bid Schedule Schedule:B Schedule Type:Alternate
A - 16
B1120 62502-0000 TURF ESTABLISHMENT (DRY METHOD)
2,785 SQYD $____________ $____________
B1140 63501-0000 TEMPORARY TRAFFIC CONTROL
ALL LPSM $___LPSM_____ $____________
B1160 63501-0000 TEMPORARY TRAFFIC CONTROL (TCR)
ALL LPSM $___LPSM_____ $____________
B1180 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER
2,920 FXHR $50.00 $146,000.00
B1200 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER (TCR)
160 FXHR $50.00 $8,000.00
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:B Schedule Type:Alternate
A - 17
30302-5000 AGGREGATE SURFACE RECONDITIONING (TCR)
30302-6000 ROADWAY RECONDITIONING
Item No. Pay Item No. Description Quantity Unit Unit Price Amount
C0020 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING
ALL LPSM $___LPSM_____ $____________
C0060 15201-0000 CONSTRUCTION SURVEY AND STAKING (TCR)
ALL LPSM $___LPSM_____ $____________
C0080 15301-0000 CONTRACTOR QUALITY CONTROL
ALL LPSM $___LPSM_____ $____________
C0100 15301-0000 CONTRACTOR QUALITY CONTROL (TCR)
ALL LPSM $___LPSM_____ $____________
C0120 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
C0140 15401-0000 CONTRACTOR TESTING (TCR)
ALL LPSM $___LPSM_____ $____________
C0160 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
C0180 15501-0000 CONSTRUCTION SCHEDULE (TCR)
ALL LPSM $___LPSM_____ $____________
C0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL
2,790 LNFT $____________ $____________
C0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (TCR)
150 LNFT $____________ $____________
C0240 15801-0000 WATERING FOR DUST CONTROL
5,744 MGAL $____________ $____________
Bid Schedule Schedule:C Schedule Type:Alternate
A - 18
C0260 15801-0000 WATERING FOR DUST CONTROL (TCR)
288 MGAL $____________ $____________
C0280 20310-1000 PLUG, EXISTING PIPE
1 EACH $____________ $____________
C0300 20404-0000 UNCLASSIFIED BORROW
97 TON $____________ $____________
C0320 20425-1000 DITCH, EXCAVATION
575 LNFT $____________ $____________
C0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR)
32 CUYD $____________ $____________
C0360 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP HEADWALL)
13 CUYD $____________ $____________
C0380 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (RIPRAP HEADWALL)
63 CUYD $____________ $____________
C0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 (H ROADS)
485 TON $____________ $____________
C0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 (J ROADS)
2,605 TON $____________ $____________
C0440 30202-2000 ROADWAY AGGREGATE, METHOD 2 (TCR)
295 TON $____________ $____________
C0460 30302-5000 AGGREGATE SURFACE RECONDITIONING (TCR)
14,414 LNFT $____________ $____________
C0480 30302-6000 ROADWAY RECONDITIONING
277,094 LNFT $____________ $____________
C0500 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (H ROADS)
10,609 TON $____________ $____________
Bid Schedule Schedule:C Schedule Type:Alternate
A - 19
C0540 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (IN-PLACE STABILIZATION, H-02 ROAD)
2,895 TON $____________ $____________
C0580 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (J ROADS)
128,227 TON $____________ $____________
C0620 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (APPROACH ROADS)
769 TON $____________ $____________
C0660 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,
IMPORTED AGGREGATE (TCR)
6,873 TON $____________ $____________
C0700 31110-0000 CALCIUM CHLORIDE
2,612 TON $____________ $____________
C0720 31110-0000 CALCIUM CHLORIDE (TCR)
123 TON $____________ $____________
C0740 60201-0800 24-INCH PIPE CULVERT
80 LNFT $____________ $____________
C0760 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT
38 LNFT $____________ $____________
C0780 60202-1300 78-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT
50 LNFT $____________ $____________
C0800 60704-0000 CLEANING CULVERT IN PLACE
23 EACH $____________ $____________
C0820 60704-0000 CLEANING CULVERT IN PLACE (TCR)
2 EACH $____________ $____________
C0840 60705-0000 REPAIRING DRAINAGE STRUCTURE
33 EACH $____________ $____________
Bid Schedule Schedule:C Schedule Type:Alternate
A - 20
C0860 61903-0700 CATTLE GUARD, 24 FEET (TCR)
1 EACH $____________ $____________
C0880 61921-1000 REMOVE AND RESET FENCE
70 LNFT $____________ $____________
C0900 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY
54 HOUR $____________ $____________
C0920 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY (TCR)
10 HOUR $____________ $____________
C0940 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
24-INCH WIDTH
54 HOUR $____________ $____________
C0960 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
24-INCH WIDTH (TCR)
10 HOUR $____________ $____________
C0980 62201-2050 ROLLER
26 HOUR $____________ $____________
C1000 62201-2050 ROLLER (TCR)
10 HOUR $____________ $____________
C1020 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE
57 HOUR $____________ $____________
C1040 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE (TCR)
10 HOUR $____________ $____________
C1060 62301-0000 GENERAL LABOR
51 HOUR $____________ $____________
C1080 62301-0000 GENERAL LABOR (TCR)
10 HOUR $____________ $____________
C1100 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH
3,055 SQYD $____________ $____________
Bid Schedule Schedule:C Schedule Type:Alternate
A - 21
C1120 62502-0000 TURF ESTABLISHMENT (DRY METHOD)
3,055 SQYD $____________ $____________
C1140 63501-0000 TEMPORARY TRAFFIC CONTROL
ALL LPSM $___LPSM_____ $____________
C1160 63501-0000 TEMPORARY TRAFFIC CONTROL (TCR)
ALL LPSM $___LPSM_____ $____________
C1180 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER
3,560 FXHR $50.00 $178,000.00
C1200 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER (TCR)
160 FXHR $50.00 $8,000.00
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:C Schedule Type:Alternate
A-22
Bid Schedule Summary
SCHEDULE SCHEDULE AMOUNT
Schedule A (page A-8 to A-11) $ _________________________
Schedule B (page A-12 to A-16) $ _________________________
Schedule C (page A-17 to A-21) $ _________________________
Submitted by: _____________________________________________________________
Bid Schedule
B - 1
Solicitation Provisions
MT TETON 144(1), North Fork Project
FEDERAL ACQUISITION REGULATION
SOLICITATION PROVISIONS
Representations, Certifications…
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