6982AF22B000021.pdf
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- CO FTNP DINO 11(1) Harpers Corner Road
- Solicitation number
- 6982AF22B000021
About this file
This is an invitation for bid for roadway construction services. The project involves rehabilitating approximately 14 miles of Harpers Corner Road and one parking area within Dinosaur National Monument in Moffat County, Colorado. The scope of work includes embankment construction, full depth reclamation, asphalt concrete pavement, guardrail, concrete curb, culverts, gates, and ADA improvements. The project is split into a base schedule of 4.33 miles and two options totaling 9.79 additional miles. Bids are due by 2:00pm on December 15th, 2022. The estimated cost range for the project is between $10 million to $20 million. The solicitation is issued by the Central Federal Lands Highway Division of the Federal Highway Administration.
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INVITATION FOR BID
SOLICITATION NUMBER: 6982AF22B000021
SOLICITATION TYPE: FULL AND OPEN
PROJECT NUMBER: CO FTNP DINO 11(1)
PROJECT NAME: HARPERS CORNER ROAD
BID OPENING DATE:
See Page A-1, Item 13A
This solicitation cites Standard Specifications for Construction of Roads and Bridges on
Federal Highway Projects, FP-14 US Customary Units
ISSUING OFFICE:
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 W. DAKOTA AVENUE, SUITE 360
LAKEWOOD, CO 80228
Web site: https://highways.dot.gov/federal-lands E-mail: CFLContracts@dot.gov https://highways.dot.gov/federal-lands mailto:CFLContracts@dot.gov
PROJECT CO FTNP DINO 11(1)
LOCATION DINOSAUR NATIONAL MOMUMNET
COUNTY MOFFAT
STATE COLORADO
LENGTH SCHEDULE A: 4.78 MILES
OPTION X: 2.22 MILES
OPTION Y: 7.06 MILES
TYPE OF IMPROVEMENT ROAD REHABILITATION:
EMBANKMENT CONSTRCUTION, FULL
DEPTH RECLAMATIO, ASPHALT
CONCRETE PAVEMENT, GUARDRAIL,
CONCRETE CURB, CULVERTS, GATES,
ADA IMPROVEMENTS, PAVEMENT
MARKINGS
TABLE OF CONTENTS
Notice to Bidders .................................................................................................................. A-i
Solicitation, Offer, and Award ............................................................................................ A-1
Basis for Award and Bid Schedule .................................................................................... A-5
Solicitation Provisions ......................................................................................................... B-7
Contract Clauses .................................................................................................................. C-1
Construction Wage Rate Requirement ............................................................................... D-1
Division 100 ..........................................................................................................................E-2 Division 150 ....................................................................................................................... E-22 Division 200 ....................................................................................................................... E-42 Division 300 ....................................................................................................................... E-45 Division 400 ....................................................................................................................... E-48 Division 500 ....................................................................................................................... E-61 Division 600 ....................................................................................................................... E-61 Division 700 ....................................................................................................................... E-74
APPENDICES
Appendix A .................................................................................................................. 404 Permit Appendix B..............................................................Sample Small Business Subcontracting Plan
PROJECT OVERVIEW
The Central Federal Lands Highway Division (CFLHD) of the Federal Highway Administration (FHWA), in cooperation with the National Park Service (NPS) is proposing to rehabilitate (3R) the pavement and curb conditions for Harpers Corner Road within the Dinosaur National Monument.
The project is located in Moffat County near Dinosaur, CO and will consist of rehabilitating approximately 14 miles of the road and one (1) parking area.
SPECIAL CONTRACT REQUIREMENTS (SCRs)
The following Special Contract Requirements amend and supplement the Standard Specification for Construction of Roads and Bridges on Federal Highway Projects
NOTICE TO BIDDERS
A-i
I. PRE-BID INFORMATION
ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Item 8). Submit the following documents with your Bid Package–
• SF-1442, Solicitation, Offer & Award, Pages A-1 and A-2
• Indication of interest in formal Partnering, Page A-6
• Bid Schedule Pages A-7 through A-22
• Completed an applicable Authority to Bind certificate, pages A-23 through A-27
• Buy American Act & Hazardous Materials, Pages A-28 through A-29
• Bid Guarantee (see FAR Clause 52.228-1), Pages B-1 and B-2. Bid bonds must be originals with original signatures and corporate seals. Photocopies and Faxed copies are NOT acceptable and will make your bid non-responsive.
o Digital copies may be downloaded at https://www.gsa.gov/forms-library/bid-bond
• Completed the VETS-4212 declaration, Page A-ii; Bidders’ Information, Pages B-3 through B-6.
• HUBZone small business concerns electing to waive the evaluation preference, complete 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, Section C of the IFB.
Bidders should retain all other pages for their information. Bids should be submitted in a sealed envelope and include the Contractor’s Name, Solicitation Number and the Project Number/Name.
It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at https://sam.gov and viewed by individual sections, downloaded by individual sections, or the entire plan set downloaded in a zip file. Physical data relevant to this solicitation may also be viewed or downloaded at the above site.
This solicitation and subsequent contract are governed by the Federal Acquisition Regulations (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.
The FP-14 was utilized for the design of this project. Paper copies of the FP-14 will not be provided to bidders or the awarded Prime Contractor. The FP-14 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ and a copy is uploaded with this solicitation. A single paper copy can be obtained from the Research & Technology Distribution Center (RTPDC) by email report.center@dot.gov.
https://www.gsa.gov/forms-library/bid-bond https://sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov
A-ii
Applicable FAR/TAR provisions and clauses in this IFB are incorporated by reference or full text.
FAR provisions and clauses incorporated by reference can be accessed on the Internet at https://www.acquisition.gov/content/regulations.
Notice of SAM Registration – you must be registered in the System for Award Management (SAM) prior to submission of a bid in response to this solicitation. Failure to register prior to submission of a bid may require award to the next successful registered offeror. See FAR Subpart
4.1102. Register online at www.sam.gov.
Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $39.5 million. If your average annual gross receipts for the past 5 years are above $39.5 million, you are a large business for this solicitation. If they are below $39.5 million you are a small business. Before submitting bids, you must ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov. Include NAICS 237310 in your SAM profile.
Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: https://www.dol.gov/agencies/vets/contractor/instructions-for-electronic-submission-vets-4212-reports.
• My firm had a qualifying Federal Contract in 2022 and has complied with the reporting requirements.
• My firm did not have a qualifying Federal Contract in 2022 and is therefore exempt from the reporting requirements
This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to the price of all offers except HUBZone small business concerns that have not waived the evaluation preference and otherwise successful offers from small business concerns. See FAR Clause 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns.
In the event this full and open competition results in a contract award to a qualified HUBZone SBC after a price evaluation preference, FAR Clause 52.219-14, Limitations on Subcontracting will apply.
Bid Guarantee – Follow the requirements of FAR Clause 52.228-1 Bid Guarantee and Subpart
102.03 of the FP-14. Bid bonds must be originals and have original signatures and corporate seals.
Photocopied and faxed copies of bonds will be rejected and cause your bid to be non-responsive.
Accuracy and Completeness of Bid- The Contractor is fully responsible to verify that all data is correct when an offer is submitted. Failure to properly update your data may cause the offer to be rejected.
Request for Technical Information – Questions relative to the plans and SCRs for this solicitation will only be accepted in writing (see Item 9 on Page A-3).
https://www.acquisition.gov/content/regulations http://www.sam.gov/ http://www.sam.gov/
A-iii
TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE
ACCEPTED AFTER 4 P.M. ON DECEMBER 08, 2022
Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at https://sam.gov
Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce (email) or facsimile, if such notice is received prior to the time specified for receipt of bids. The Government will not be responsible for ANY failure attributable to the transmission or receipt of electronic commerce (email) or facsimile data.
For all modifications, we STRONGLY ENCOURAGE you to resubmit the entire bid schedule with a unit price and amount for every bid item, and a Schedule Total. See FAR Provision 52.214-5, Submission of Bids. Modifications which make the bid ambiguous, indefinite, or uncertain as to any essential requirement of the contract will cause the bid to be rejected as nonresponsive.
FAX Number to submit modifications to bids for this project is (720) 963-3360
Email Address to submit modifications to bids for this project is cflcontracts@dot.gov
II. POST AWARD INFORMATION
CFLHD will no longer be providing paper copies of the conformed contract to the Awarded Prime Contractor.
Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.
FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $1.5 million, is required to submit a subcontracting plan prior to contract award.
The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of request of the CO, that bidder may be ineligible for award of the contract.
Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) https://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net mailto:CFLContracts@dot.gov https://sam.gov/ https://web.sba.gov/subnet/
A-iv fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of Subcontracting Opportunities, for contractors and subcontractors to post notices and thereby increase competition for subcontracts.
A list of currently known business concerns owned and controlled by socially and economically disadvantaged individuals and/or women-owned small business concerns that have indicated an interest in participating in highway construction is available at https://www.sam.gov.
See Appendix B for Sample Small Business Subcontracting Plan.
NOTE:
• Consider the following FHWA small business goals in development of Subcontracting plans and efforts:
FHWA Small Business Subcontracting Goals (As of FY 2022) Business Size Goal (%)
SB 46.0%
SDB 5.0%
HUBZone 3.0%
WOSB 5.0%
SDVOSB 3.0%
Insurance requirements - See Subsection 107.05 of the FP-14.
EEBACS - Contractors shall use the Government’s web-based system, Engineer’s Estimating, Bidding, Award, and Construction System (EEBACS), to prepare all “Inspector’s Daily Record of Construction Operations” (Contractors Daily Reports) and measurement notes (pay notes).
The Contractor shall be required to attend a training session on the use of EEBACS. The training session will require up to 4 hours. No more than 3 Contractor staff may attend the training unless approved by the CO. The Contractor shall be responsible for training additional staff.
The Contractor shall be required to submit a user account form to gain access to the EEBACS system.
See Subsection 108.01.
A user guide, “EEBACS for Construction Contractors”, is available. An electronic version can be found at https://highways.dot.gov/federal-lands/estimates/eebacs-guide https://www.sam.gov/ https://highways.dot.gov/federal-lands/estimates/eebacs-guide
A-1
SOLICITATION, OFFER
AND AWARD
(Construction, Alteration or Repair)
1. SOLICITATION NO.
6982AF22B000021
2. TYPE OF SOLICITATION
SEALED BID (IFB)
NEGOTIATED (RFP)
3. DATE ISSUED
11/04/2022
PAGE OF
PAGES
IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.
4. CONTRACT NO.
5. REQUISITION/PURCHASE REQUEST NO.
HFLCEO180066PR
6. PROJECT NO.
CO FTNP DINO 11(1)
7. ISSUED BY:
CENTRAL FEDERAL LANDS DIVISION
12300 WEST DAKOTA AVENUE, SUITE 167
LAKEWOOD, COLORADO 80228
CODE: 69050001 8. ADDRESS OFFER TO:
Laura Vallejos, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228
9. FOR INFORMATION CALL
SEE PAGE A-3
A. NAME:
SEE PAGE A-3
B. TELEPHONE NO. (Include area code)
SEE PAGE A-3
SOLICITATION
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:
ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:
1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)
2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES
3. SPECIAL CONTRACT REQUIREMENTS
4. PLANS
5. BID SCHEDULE
6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY
PROJECTS, FP-14, U.S. CUSTOMARY UNITS
7. SUBCONTRACTING PLAN (IF APPLICABLE)
See Subsection 104.04 of the FP-14 for governing order of precedence
11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.
12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO
12B. CALENDAR DAYS
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 p.m. (hour) local time on 12/15/2022 (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.
B. An offer guarantee 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.
STANDARD FORM 1442 (REV. 8/2014)
Prescribed by GSA FAR (48 CFR) 53.236-1(d)
X
A-2
STANDARD FORM 1442 (REV. 8/2014) BACK
OFFEROR (Must be fully completed by offeror)
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)
DUNS NO.
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 with 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 INDIVIDUAL BID SCHEDULE(S)
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
(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 BLOCK 27
(4 copies unless otherwise specified)
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
□ 10 U.S.C. 2304(c)( ) □ 41 U.S.C. 3304(a)( )
26. ADMINISTERED BY CODE:
27. PAYMENT WILL BE MADE BY
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 W. DAKOTA AVENUE, SUITE 167
LAKEWOOD, COLORADO 80228
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)
30B. SIGNATURE
30C. DATE 31B. UNITED STATES OF AMERICA
BY
31C. AWARD
DATE
A-3
Item 8: LOCATION OF PUBLIC BID OPENING: Offers must be received by designated date and time as stated in Item 13A.
Item 9: FOR GENERAL INFORMATION: E-mail us at CFLContracts@dot.gov.
FOR TECHNICAL INFORMATION (plans and specifications): Questions must be submitted in writing by e-mail at CFLContracts@dot.gov .
Item 11: COMPLETION DATE: Work shall be completed on or before the date specified in Subsection 108.01 of the SCRs.
Item 12A: PERFORMANCE AND 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 FP-14.
Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee
(Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-
14. All bid guarantees must have original signatures with original corporate seals.
Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO
ACKNOWLEDGE AMENDMENTS, IN ITEM 19 OF THE SF-1442, BY THE
DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY
RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to https://sam.gov.
Item 24: SUBMITTING INVOICES: See Subsection 109.08 Progress Payments of the
FP-14.
ESTIMATED
PRICE: The price range of the project work is between $10,000,000 and $20,000,000.
https://sam.gov/
A-4
Bid Schedule Instructions
BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and two options.
Before preparing the bid, carefully read the Solicitation Provisions and the following:
• Insert a numeric unit bid price for each pay item for which a quantity appears in the bid schedule. Unit bid prices should be quoted no more precisely than the nearest cent (2 decimal places). Unit bid prices quoted more precisely will be rounded up to the nearest cent by the Government
• Multiply the unit price by the quantity for each pay item and show the amount bid.
When the words “Lump Sum” appear as a unit bid price, insert an amount for each lump sum pay item.
• Total all amounts bid for each pay item and show the Construction Cost Total on the space provided on the last page of each schedule or option.
• Also show the Construction Cost Total for each schedule/option as well as the combined Total of each Schedule and the Option in the spaces provided on the Bid Summary page.
NOTE: If the amount bid for a pay item is inconsistent with the product of the unit price provided by the bidder and the quantity provided by the Government, the unit price will govern and the Government will determine a corrected amount bid for the pay item by multiplying the unit price by the quantity.
Pay Item 15401-0000, Contractor testing
Bidders must provide prices on alternative Contractor Testing pay items for EACH SCHEDULE.
Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory for each schedule. The price for this item will be included in the Construction Cost Total for each schedule and all totals on the Bid Summary, page A-15 and A-25, therefore, included in the evaluation for award.
Bidders must also provide a stand alone price on the last page of each schedule for the alternative item, Contractor Testing using a Government-furnished field laboratory, at the end of each bid schedule. This price will not be factored into the evaluation for award.
The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.
A-5
Basis for Award
To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A, Option X and Option Y. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.
Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A.
Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 90 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).
A-6
Partnering
A Partnership recognizes the Government and the Contractor are both responsible and can affect the successful completion of this project. Partnering is a vehicle to ensure the partnership has structure and quality. It recognizes the strengths of each party and uses those strengths to identify and achieve shared goals. One of the primary objectives of Partnering is to facilitate the resolution of disputes in a timely, professional, and non-adversarial manner with the outcome focused on achieving those shared goals.
CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and it’s subcontractors to establish a Partnering relationship on this project.
A formal Partnering meeting can help facilitate this relationship by helping do document the parties’ common purpose and goals, and ensuring alignment. The goals are mutually agreed upon and address effective and efficient performance within the scope of the contract.
Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-14. Costs of partnering would be in addition to the contract award amount.
Please indicate your desire to participate in a formal partnering meeting on this project.
(___) We would like to participate in a formal partnering meeting.
(___) We do not want to participate in a formal partnering meeting.
A-7
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.
Bid Schedule
Project No:CO FTNP DINO 11(1)
Project Name:Harpers Corner Road
A-8
Item No. Pay Item No. Description Quantity Unit Unit Price Amount
A0001 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
A0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING
4.780 MILE $____________ $____________
A0003 15214-3000 SURVEY AND STAKING, PARKING AREA
ALL LPSM $___LPSM_____ $____________
A0004 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE
1 EACH $____________ $____________
A0005 15301-0000 CONTRACTOR QUALITY CONTROL
ALL LPSM $___LPSM_____ $____________
A0006 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
A0007 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
A0008 15705-0100 SOIL EROSION CONTROL, SILT FENCE
1,430 LNFT $____________ $____________
A0009 15705-1400 SOIL EROSION CONTROL, FIBER ROLL
365 LNFT $____________ $____________
A0010 15706-0200 SOIL EROSION CONTROL, CHECK DAM
32 EACH $____________ $____________
A0011 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION
1 EACH $____________ $____________
A0012 15720-0000 STORM WATER POLLUTION PREVENTION PLAN
ALL LPSM $___LPSM_____ $____________
A0013 20301-0700 REMOVAL OF DELINEATOR
60 EACH $____________ $____________
A0014 20301-1100 REMOVAL OF GATE
2 EACH $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:CO FTNP DINO 11(1)
(Contractor-furnished Lab)
A-9
A0015 20302-0400 REMOVAL OF CURB, ASPHALT
9,000 LNFT $____________ $____________
A0016 20302-1200 REMOVAL OF GUARDRAIL
2,640 LNFT $____________ $____________
A0017 20303-3200 REMOVAL OF SIDEWALK, CONCRETE
34 SQYD $____________ $____________
A0018 20402-0000 SUBEXCAVATION
2,800 CUYD $____________ $____________
A0019 20420-0000 EMBANKMENT CONSTRUCTION
1,030 CUYD $____________ $____________
A0020 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2
3.5 CUYD $____________ $____________
A0021 30202-2000 ROADWAY AGGREGATE, METHOD 2
2,550 TON $____________ $____________
A0022 30401-5000 FULL DEPTH RECLAMATION, METHOD 2
5.500 MILE $____________ $____________
A0024 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL
16,920 TON $____________ $____________
A0025 40105-3000 ANTISTRIP ADDITIVE, TYPE 3
169.0 TON $____________ $____________
A0027 40601-0000 FOG SEAL
47.1 TON $____________ $____________
A0028 41101-1000 PRIME COAT, METHOD 1
69.7 TON $____________ $____________
A0029 41105-0000 BLOTTER
5 TON $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A-10
A0030 41201-0000 TACK COAT
33.0 TON $____________ $____________
A0031 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH
96 SQYD $____________ $____________
A0032 60403-1900 INLET, FLH TYPE 6B
1 EACH $____________ $____________
A0033 60501-0000 STANDARD UNDERDRAIN SYSTEM
1,400 LNFT $____________ $____________
A0034 60702-1000 REMOVING, CLEANING, AND RELAYING CULVERT
185 LNFT $____________ $____________
A0035 60901-1000 CURB, CONCRETE, 12-INCH DEPTH
13,400 LNFT $____________ $____________
A0036 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH
750 LNFT $____________ $____________
A0037 60915-1000 WHEELSTOP, CONCRETE
1 EACH $____________ $____________
A0038 61501-0100 SIDEWALK, CONCRETE
27 SQYD $____________ $____________
A0039 61504-1000 ACCESSIBILITY RAMP, CONCRETE
7 SQYD $____________ $____________
A0040 61701-5100 GUARDRAIL SYSTEM MGS, TYPE 4, CLASS B STEEL POSTS
2,360 LNFT $____________ $____________
A0041 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL 3)
4 EACH $____________ $____________
A0042 61902-2150 GATE, METAL, 32 FEET WIDTH
2 EACH $____________ $____________
A0043 61902-2600 GATE, BARBED WIRE, 5-STRAND
1 EACH $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A-11
A0044 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY
10 HOUR $____________ $____________
A0045 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
18-INCH WIDTH
10 HOUR $____________ $____________
A0046 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM
10 HOUR $____________ $____________
A0047 62301-0000 GENERAL LABOR
50 HOUR $____________ $____________
A0048 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES
5 HOUR $____________ $____________
A0049 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES
10 HOUR $____________ $____________
A0050 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH
17,500 SQYD $____________ $____________
A0051 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX
3.650 ACRE $____________ $____________
A0052 63301-0000 SIGN SYSTEM
15 EACH $____________ $____________
A0053 63308-1000 OBJECT MARKER, TYPE 1
15 EACH $____________ $____________
A0054 63309-0100 DELINEATOR, TYPE 1
120 EACH $____________ $____________
A0055 63315-0000 RUMBLE STRIP
96 SQYD $____________ $____________
A0056 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID
38.4 MILE $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A-12
A0057 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN
0.4 MILE $____________ $____________
A0058 63405-0050 PAVEMENT MARKINGS, SYMBOLS
28 EACH $____________ $____________
A0059 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR
ALL LPSM $___LPSM_____ $____________
A0060 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
20 EACH $____________ $____________
A0061 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL
60 EACH $____________ $____________
A0062 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A
20 EACH $____________ $____________
A0063 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN
2 EACH $____________ $____________
A0064 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
24 LNFT $____________ $____________
A0065 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
367 SQFT $____________ $____________
A0066 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS
4.800 MILE $____________ $____________
A0067 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
1,200 HOUR $____________ $____________
A0068 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR
400 HOUR $____________ $____________
A0069 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP
1 EACH $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
A-13
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:CO FTNP DINO 11(1)
Project Name:Harpers Corner Road
A0006 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)
BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $___LPSM_____ $____________
A-14
X0001 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
X0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING
2.220 MILE $____________ $____________
X0003 15301-0000 CONTRACTOR QUALITY CONTROL
ALL LPSM $___LPSM_____ $____________
X0004 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
X0005 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
X0006 15705-1400 SOIL EROSION CONTROL, FIBER ROLL
52 LNFT $____________ $____________
X0007 15706-0200 SOIL EROSION CONTROL, CHECK DAM
52 EACH $____________ $____________
X0008 15720-0000 STORM WATER POLLUTION PREVENTION PLAN
ALL LPSM $___LPSM_____ $____________
X0009 20301-0700 REMOVAL OF DELINEATOR
25 EACH $____________ $____________
X0010 20301-2700 REMOVAL OF STRUCTURE
2 EACH $____________ $____________
X0011 20302-0400 REMOVAL OF CURB, ASPHALT
3,500 LNFT $____________ $____________
X0012 20420-0000 EMBANKMENT CONSTRUCTION
1,420 CUYD $____________ $____________
X0013 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2
1.60 CUYD $____________ $____________
X0014 30202-2000 ROADWAY AGGREGATE, METHOD 2
2,370 TON $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:CO FTNP DINO 11(1)
A-15
X0015 30401-5000 FULL DEPTH RECLAMATION, METHOD 2
2.300 MILE $____________ $____________
X0016 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL
7,300 TON $____________ $____________
X0018 40105-3000 ANTISTRIP ADDITIVE, TYPE 3
73.0 TON $____________ $____________
X0020 40601-0000 FOG SEAL
20.1 TON $____________ $____________
X0021 41101-1000 PRIME COAT, METHOD 1
29.7 TON $____________ $____________
X0022 41105-0000 BLOTTER
5 TON $____________ $____________
X0023 41201-0000 TACK COAT
14.0 TON $____________ $____________
X0024 60702-1000 REMOVING, CLEANING, AND RELAYING CULVERT
72 LNFT $____________ $____________
X0025 60901-1000 CURB, CONCRETE, 12-INCH DEPTH
11,100 LNFT $____________ $____________
X0026 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY
10 HOUR $____________ $____________
X0027 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
18-INCH WIDTH
10 HOUR $____________ $____________
X0028 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM
10 HOUR $____________ $____________
X0029 62301-0000 GENERAL LABOR
50 HOUR $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
A-16
X0030 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES
5 HOUR $____________ $____________
X0031 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES
10 HOUR $____________ $____________
X0032 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH
8,000 SQYD $____________ $____________
X0033 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX
1.700 ACRE $____________ $____________
X0034 63308-1000 OBJECT MARKER, TYPE 1
18 EACH $____________ $____________
X0035 63309-0100 DELINEATOR, TYPE 1
80 EACH $____________ $____________
X0036 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID
16.2 MILE $____________ $____________
X0037 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN
0.8 MILE $____________ $____________
X0038 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR
ALL LPSM $___LPSM_____ $____________
X0039 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
20 EACH $____________ $____________
X0040 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL
60 EACH $____________ $____________
X0041 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A
20 EACH $____________ $____________
X0042 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
24 LNFT $____________ $____________
X0043 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
367 SQFT $____________ $____________
Bid Schedule Schedule:X Schedule Type:Options
A-17
X0044 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS
2.200 MILE $____________ $____________
X0045 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
600 HOUR $____________ $____________
X0046 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR
200 HOUR $____________ $____________
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:X Schedule Type:Options
Project No:CO FTNP DINO 11(1)
Project Name:Harpers Corner Road
X0004 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)
A-18
Y0001 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
Y0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING
7.064 MILE $____________ $____________
Y0003 15301-0000 CONTRACTOR QUALITY CONTROL
ALL LPSM $___LPSM_____ $____________
Y0004 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
Y0005 15501-0000 CONSTRUCTION SCHEDULE
ALL LPSM $___LPSM_____ $____________
Y0006 15705-0100 SOIL EROSION CONTROL, SILT FENCE
1,400 LNFT $____________ $____________
Y0007 15706-0200 SOIL EROSION CONTROL, CHECK DAM
35 EACH $____________ $____________
Y0008 15720-0000 STORM WATER POLLUTION PREVENTION PLAN
ALL LPSM $___LPSM_____ $____________
Y0009 20301-0600 REMOVAL OF CATTLE GUARD
2 EACH $____________ $____________
Y0010 20301-0700 REMOVAL OF DELINEATOR
80 EACH $____________ $____________
Y0011 20301-1100 REMOVAL OF GATE
2 EACH $____________ $____________
Y0012 20302-0400 REMOVAL OF CURB, ASPHALT
14,000 LNFT $____________ $____________
Y0013 20402-0000 SUBEXCAVATION
1,450 CUYD $____________ $____________
Y0014 20420-0000 EMBANKMENT CONSTRUCTION
880 CUYD $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:CO FTNP DINO 11(1)
A-19
Y0015 30202-2000 ROADWAY AGGREGATE, METHOD 2
4,900 TON $____________ $____________
Y0016 30401-5000 FULL DEPTH RECLAMATION, METHOD 2
7.420 MILE $____________ $____________
Y0017 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL
21,680 TON $____________ $____________
Y0019 40105-3000 ANTISTRIP ADDITIVE, TYPE 3
216.8 TON $____________ $____________
Y0021 40601-0000 FOG SEAL
60.4 TON $____________ $____________
Y0022 41101-1000 PRIME COAT, METHOD 1
90.0 TON $____________ $____________
Y0023 41105-0000 BLOTTER
10 TON $____________ $____________
Y0024 41201-0000 TACK COAT
42.0 TON $____________ $____________
Y0025 60901-1000 CURB, CONCRETE, 12-INCH DEPTH
8,150 LNFT $____________ $____________
Y0026 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH
895 LNFT $____________ $____________
Y0027 61902-2150 GATE, METAL, 32 FEET WIDTH
2 EACH $____________ $____________
Y0028 61902-2600 GATE, BARBED WIRE, 5-STRAND
2 EACH $____________ $____________
Y0029 61903-0700 CATTLE GUARD, 24 FEET
2 EACH $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
A-20
Y0030 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES
10 HOUR $____________ $____________
Y0031 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES
20 HOUR $____________ $____________
Y0032 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH
26,000 SQYD $____________ $____________
Y0033 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX
5.400 ACRE $____________ $____________
Y0034 63308-1000 OBJECT MARKER, TYPE 1
18 EACH $____________ $____________
Y0035 63309-0100 DELINEATOR, TYPE 1
100 EACH $____________ $____________
Y0036 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID
49.2 MILE $____________ $____________
Y0037 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN
5.2 MILE $____________ $____________
Y0038 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR
ALL LPSM $___LPSM_____ $____________
Y0039 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM
20 EACH $____________ $____________
Y0040 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL
60 EACH $____________ $____________
Y0041 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A
20 EACH $____________ $____________
Y0042 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
24 LNFT $____________ $____________
Y0043 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
367 SQFT $____________ $____________
Bid Schedule Schedule:Y Schedule Type:Options
A-21
Y0044 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS
7.100 MILE $____________ $____________
Y0045 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER
1,800 HOUR $____________ $____________
Y0046 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR
600 HOUR $____________ $____________
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:Y Schedule Type:Options
Project No:CO FTNP DINO 11(1)
Project Name:Harpers Corner Road
Y0004 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)
A-22
Bid Schedule Summary
Schedule Bid Total
Schedule A - Base(Page A - 1)
Schedule X - Option(Page A - 7)
Schedule Y - Option(Page A - 11)
Total - Schedules
Submitted By: ________________________________
Bid Schedule
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)
A-23
INSTRUCTIONS: When the offeror/principal is a limited liability corporation, 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)
A-24
INSTRUCTIONS: When the offeror/principal is a partnership, include this certification with your offer/bid.
Authority to Bind Partnership
This certifies that the names and signatures of all partners are listed below, and that the person signing the proposal has the authority to actually bind the partnership pursuant to its partnership agreement. Each of the partners individually has full authority to enter into and execute contractual instruments on behalf of said partnership, except as follows:
(State “None” or describe limitations, if any)
This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting
Officer.
(Include names and signatures of all partners)
A-25
INSTRUCTIONS: When the offeror/principal is a joint venture, include this certification with your offer/bid.
Authority to Bind Joint Venture
This certifies that the person signing the proposal has the authority to actually bind the joint venture pursuant to its joint venture agreement, and that each of the named persons listed below individually has full authority to enter into and execute contractual instruments on behalf of said joint venture, except as follows:
(State “None” or describe limitations, if any)
This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting
Officer.
(Include names and signatures of all applicable individuals)
A-26
INSTRUCTIONS: When the offeror/principal is a sole proprietorship, include this certification with your offer/bid.
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.
A-27
BUY AMERICAN ACT- CONSTRUCTION MATERIALS
UNDER TRADE AGREEMENTS
It is understood and agreed that the materials and components listed in Subparts 25.1 and 25.2 of the FAR are a part of this contract and are deemed to be Domestic Construction Material for the purposes of this contract.
NOTE TO CONTRACTOR:
The following information and any applicable supporting data is required for evaluation of requests under FAR Clause 52.225-11 Paragraph (c) & (d) and FAR Provision 52.225-12 Paragraph (b).
Material and/or Component
Construction Material Description Unit of Measure Quantity *Cost Delivered to Job Site
Foreign Construction Material
Comparable Domestic Material
Material and/or Component
Construction Material Description Unit of Measure Quantity *Cost Delivered to Job Site
Foreign Construction Material
Comparable Domestic Material
[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).] [Please include name, address, telephone number and contact for suppliers surveyed. Attach copy of response; if oral, attach summary. Include all applicable supporting information.]
A-28
HAZARDOUS MATERIALS
As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the FAR clause and defined under the latest version of Federal Standard No. 313.
Hazardous Material Identification Number
USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS
Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.
Use of fly ash and ground granulated blast furnace slag and construction materials containing fly ash and ground granulated blast furnace slag on Federal Lands Highway Projects:
• It is the policy of the United States Government that fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag shall have maximum practicable opportunity for incorporation into its construction projects.
• The Contractor agrees to investigate the use of fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag to the fullest extent consistent with the efficient performance of this contract. Both the contractor and the subcontractors are urged to seek out suppliers of fly ash and ground granulated blast furnace slag, cement and concrete containing fly ash and ground granulated blast furnace slag and to solicit bids for these materials.
• Names of firms that supply fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag are available from the American Coal Ash Association and the National Slag Association.
A-29
AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 24 (REV. 8/2016)
Previous edition is NOT usable Prescribed by GSA - FAR (48 CFR) 53.228(a)
BID BOND
(See instructions on reverse)
DATE BOND EXECUTED (Must not be later than bid opening date) OMB Control Number: 9000-0045
Expiration Date: 8/31/2025 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 1 hour 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
20%
AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER
6982AF22B000021 MILLION(S)
THOUSAND(S)
HUNDRED(S)
CENTS
00 FOR (Construction, Supplies or
Services) Construction
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…
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