DTFH6815B00019.pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH6815B00019

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CO FLAP 1099(1)

PROJECT NAME: LAKE PUEBLO ROAD & TRAIL IMPROVEMENTS

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

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: www.fbo.gov e-mail: CFLContracts@dot.gov

PROJECT CO FLAP 1099(1)

LAKE PUEBLO ROAD & TRAIL

IMPROVEMENTS

LENGTH Schedule A Trail: 11.60 Miles Schedule A Road: 3.19 Miles Option X: 1.46 Miles Option Y: 0.62 Miles Option Z: 0.95 Miles

LOCATION LAKE PUEBLO STATE PARK

COUNTY PUEBLO COUNTY

STATE COLORADO

TABLE OF CONTENTS

Notice to Bidders ................................................................................................................... A-i

Solicitation, Offer, and Award .............................................................................................. A-1

Basis for Award & Bid Schedule Instructions ..................................................................... A-4

Bid Schedule ........................................................................................................................ A-6

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

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

Davis Bacon Wage Determination........................................................................................ D-1

Division 100 ........................................................................................................................... E-1 Division 150 ......................................................................................................................... E-16 Division 200 ......................................................................................................................... E-29 Division 300 ......................................................................................................................... E-33 Division 400 ......................................................................................................................... E-34 Division 500 ......................................................................................................................... E-37 Division 600 ......................................................................................................................... E-46 Division 700 ......................................................................................................................... E-55

APPENDICES

Appendix A .......................................................... Sample Small Business Subcontracting Plan Appendix B ............................................Union Pacific Contractor's Right of Entry Agreement

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

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NOTE TO LARGE BUSINESSES:

Due to the compressed schedule for award of this project following the bid opening, large businesses are required to submit their completed small business subcontracting plan with their bid. Failure to submit a subcontracting plan may deem your bid non-responsive.

A sample of a subcontracting plan is included as Appendix A in this solicitation.

• Prior to development of this subcontracting plan, please read FAR Clause 52.219-

9 – Small Business Subcontracting Plan (APR 2008).

• It is the Prime Contractor’s responsibility to ensure that all small business concerns included in this subcontracting plan are eligible. The System for Award Management (SAM) is the only source for certification of Small Disadvantaged Business and HUBZone Small Business concerns.

• Prime Contractors are encouraged to post sources sought notices for subcontracting opportunities on http://web.sba.gov/subnet/ Small businesses can review this web site to identify opportunities in their areas of expertise. The use of SUB-Net 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.

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). Please submit the following with your bid:

Submit the following documents with your Bid Package–

• SF-1442, Solicitation, Offer & Award, Pages A-1 and A-2.

• Bid Schedule including Buy America Act & Hazardous Materials, Pages A-6 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.

• Completed VETS 100, Page A-ii; Bidder’s Qualifications, Pages B-3 through B-6; Annual Representations and Certifications (FAR 52.204-8), Pages B-7 through B-12 and Certification Regarding Responsibility Matters (FAR 52.209-5), Pages B-12 through B-15.

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.

http://web.sba.gov/subnet/

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I. PRE-BID INFORMATION

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 http://www.fbo.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. Hard copies of the FP-14 will not be provided to bidders. The FP-14 is available electronically at http://flh.fhwa.dot.gov/resources/specs/ or may be purchased here http://bookstore.gpo.gov/products/sku/050-001-00346-5. Limited numbers of hard copies of the FP-14 will be provided to the awarded Prime Contractor.

Applicable FAR 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/far/.

Notice of SAM Registration – you must register in the System for Award Management (SAM – replaced CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart 4.1103©. 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 $36.5 million. If your average annual gross receipts for the past 3 years are above $36.5 million, you are a large business for this solicitation. If they are below $36.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications on Page B-7. Your small business information is pulled into the Online Representations and Certifications Application (ORCA) website from the System for Award Management (SAM). Please include NAICS 237310 in your SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

Vets100 Reporting: - The Contractor must complete the report if required. See reporting requirements at: www.dol.gov/vets/programs/fcp/main.htm.

• My firm had a qualifying Federal Contract in 2014 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2014 and is therefore exempt from the reporting requirements http://www.fbo.gov/ http://flh.fhwa.dot.gov/resources/specs/ http://flh.fhwa.dot.gov/other/exit.htm?link=http://bookstore.gpo.gov/products/sku/050-001-00346-5 https://www.acquisition.gov/far/ http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

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Bid Guarantee – Follow the requirements of FAR Clause 52.228-1 Bid Guarantee and Subpart

102.03 of the FP-14.

ATTENTION: Minority, Women-owned, and Disadvantaged Business Enterprises (DBEs). The Department of Transportation (DOT), offers working capital financing and bonding assistance for transportation related contracts. DOT's Bonding Assistance Program (BAP) offers bid, performance and payment bonds on contracts up to $1,000,000. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $500,000 with interest at the prime rate. For further information, call (800) 532-1169. Internet address:

http://osdbuweb.dot.gov.

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).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON SEPTEMBER 21, 2015

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at http://www.fbo.gov

Modifications to Bids - Bids may be modified or withdrawn by facsimile or telegraphic notice, 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 telegraphic 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

II. Post Award Information.

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.

http://osdbuweb.dot.gov/ mailto:CFLContracts@dot.gov

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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 http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6815B00019

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

8/31/2015

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

CFL15HFPM291

6. PROJECT NO.

CO FLAP 1099(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

ATTN: Joe Wilson

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 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:

CONSTRUCTION OF CO FLAP 1099(1) LAKE PUEBLO ROAD & TRAIL IMPROVEMENTS, IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS

7. SMALL BUSINESS 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. Denver local time on 9/30/2015 . 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.

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

X

A-2

FAR (48 CFR) 53-236-1(d)

GPO: 1985 0 - 469-796 STANDARD FORM 1442 BACK (REV. 4-85)

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 ITEM 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

15 U.S.C. 637( ) 41 U.S.C. 253(c)(5)

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 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 or by facsimile to 720-963-3360.

FOR PHYSICAL DATA: The following data is available electronically at www.fbo.gov .

• Geotechnical/Pavements Design Report (6/24/15)

• Final Hydraulics Report (7/31/15)

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.

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO ACKNOWLEDGE

AMENDMENTS 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 www.fbo.gov .

Item 24: SUBMITTING INVOICES: See Subsection 109.08 Progress Payments of the

FP-14.

ESTIMATED PRICE: The price range of project work is between $8,000,000 and $12,000,000.

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: Before preparing the bid, carefully read the Solicitation Provisions.

This Invitation for Bid is comprised of one schedule and three options.

• 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 line provided at the end of each Schedule/Option and the summary page at the end of the bid schedule.

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.

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A, Option X, Option Y and Option Z. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.

Per FAR provision 52.217-4, Evaluation of Options Exercised at Time of Contract Award, the Government will evaluate offers for award purposes by adding the total price for Schedule A together with any Option(s) exercised at the time of award, depending on funds availability. If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 60 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

Pay Item 15401-0000, Contractor Testing

Bidders must provide prices on two alternative Contractor Testing pay items in two different places in each schedule’s bid tab.

On Pages A-6 (Schedule A), A-16 (Option X), A-22 (Option Y) and A-25 (Option Z) bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory. As part of Schedule A, Option X, Option Y and Option Z the price for this alternative item will be included in the "Schedule A Total", “Option X Total”, “Option Y Total” and "Option Z Total" lines and, therefore, included in the evaluation for award.

A-5

Bidders must also provide a stand-alone price on the bottom of Pages A-15 (Schedule A), A-21 (Option X), A-24 (Option Y) and A-26 (Option Z) for the alternative item, Contractor Testing using a Government-furnished field laboratory. 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 - 6

Contract Quantity Pay Items

20301-0400 REMOVAL OF BRIDGE

20302-0150 REMOVAL OF BRIDGE RAILING

20302-2500 REMOVAL OF HANDRAIL (PEDESTRIAN RAILING)

20303-0200 REMOVAL OF BRIDGE DECK (FULL DEPTH)

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-2000 REINFORCING STEEL, EPOXY COATED

55504-0000 PRE-FABRICATED STEEL BRIDGE (120 FT PEDESTRIAN BRIDGE)

55504-0000 PRE-FABRICATED STEEL BRIDGE (120 FT PEDESTRIAN BRIDGE)

55601-0500 BRIDGE RAILING, CONCRETE

56001-0000 REMOVAL OF CONCRETE BY HYDRODEMOLITION

63610-2300 CONDUIT, 3-INCH, RIGID GALVANIZED STEEL

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1010 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

2.400 MILE $____________ $____________

A1020 15210-3000 CENTERLINE, VERIFICATION AND STAKING

11.750 MILE $____________ $____________

A1030 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

A1040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

18 EACH $____________ $____________

A1050 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

4.790 MILE $____________ $____________

A1060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A1070 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

A - 7

A1090 15705-0100 SOIL EROSION CONTROL, SILT FENCE

11,000 LNFT $____________ $____________

A1100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

7,900 LNFT $____________ $____________

A1110 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL)

50 EACH $____________ $____________

A1120 15706-0200 SOIL EROSION CONTROL, CHECK DAM (GRAVEL BAG)

6 EACH $____________ $____________

A1130 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

2 EACH $____________ $____________

A1140 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

(TURNAROUND)

15 EACH $____________ $____________

A1150 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1160 20101-0000 CLEARING AND GRUBBING

30.0 ACRE $____________ $____________

A1170 20301-0100 REMOVAL OF BOLLARD

49 EACH $____________ $____________

A1180 20301-0400 REMOVAL OF BRIDGE

1 EACH $____________ $____________

A1190 20301-2000 REMOVAL OF PIPE END SECTION

2 EACH $____________ $____________

A1200 20301-2400 REMOVAL OF SIGN

48 EACH $____________ $____________

A1210 20302-0150 REMOVAL OF BRIDGE RAILING

205 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A1220 20302-0500 REMOVAL OF CURB, CONCRETE

115 LNFT $____________ $____________

A1230 20302-1000 REMOVAL OF FENCE, RAIL

500 LNFT $____________ $____________

A1240 20302-1200 REMOVAL OF GUARDRAIL

7,810 LNFT $____________ $____________

A1250 20302-2500 REMOVAL OF HANDRAIL (PEDESTRIAN RAILING)

230 LNFT $____________ $____________

A1260 20303-0200 REMOVAL OF BRIDGE DECK (FULL DEPTH)

90 SQYD $____________ $____________

A1270 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

1,700 SQYD $____________ $____________

A1280 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

230 SQYD $____________ $____________

A1290 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A1300 20401-0000 ROADWAY EXCAVATION

10,200 CUYD $____________ $____________

A1310 20425-1000 DITCH, EXCAVATION

220 LNFT $____________ $____________

A1320 20435-1000 BACKFILL, SELECT GRANULAR

2,930 CUYD $____________ $____________

A1330 20801-0000 STRUCTURE EXCAVATION

450 CUYD $____________ $____________

A1340 20803-0000 STRUCTURAL BACKFILL

450 CUYD $____________ $____________

A1350 21101-2000 ROADWAY OBLITERATION, METHOD 2

2,270 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A1360 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

45 CUYD $____________ $____________

A1370 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

55 CUYD $____________ $____________

A1380 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

365 CUYD $____________ $____________

A1390 30202-2000 ROADWAY AGGREGATE, METHOD 2

31,070 TON $____________ $____________

A1400 30302-1000 DITCH RECONDITIONING

1,050 LNFT $____________ $____________

A1410 30402-5100 FULL DEPTH RECLAMATION, METHOD 2, 3-INCH DEPTH

5,030 SQYD $____________ $____________

A1420 30402-5200 FULL DEPTH RECLAMATION, METHOD 2, 4-INCH DEPTH

30,000 SQYD $____________ $____________

A1430 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

56,000 SQYD $____________ $____________

A1440 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

16,200 TON $____________ $____________

A1460 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

160 TON $____________ $____________

A1480 40601-0000 FOG SEAL

26 TON $____________ $____________

A1490 41102-1000 PRIME COAT, METHOD 1

59,550 SQYD $____________ $____________

A1500 41105-0000 BLOTTER

55 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A1510 41201-0000 TACK COAT

26 TON $____________ $____________

A1520 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH

52,200 SQYD $____________ $____________

A1530 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

105 CUYD $____________ $____________

A1540 55401-2000 REINFORCING STEEL, EPOXY COATED

12,410 LB $____________ $____________

A1550 55504-0000 PRE-FABRICATED STEEL BRIDGE (120 FT PEDESTRIAN BRIDGE)

ALL LPSM $___LPSM_____ $____________

A1560 55504-0000 PRE-FABRICATED STEEL BRIDGE (120 FT PEDESTRIAN BRIDGE)

ALL LPSM $___LPSM_____ $____________

A1570 55601-0500 BRIDGE RAILING, CONCRETE

230 LNFT $____________ $____________

A1580 56001-0000 REMOVAL OF CONCRETE BY HYDRODEMOLITION

35 SQYD $____________ $____________

A1590 60101-0000 CONCRETE (ISLAND)

64 CUYD $____________ $____________

A1600 60201-0400 12-INCH PIPE CULVERT

50 LNFT $____________ $____________

A1610 60201-0600 18-INCH PIPE CULVERT

240 LNFT $____________ $____________

A1620 60201-0800 24-INCH PIPE CULVERT

65 LNFT $____________ $____________

A1630 60201-1000 36-INCH PIPE CULVERT

8 LNFT $____________ $____________

A1640 60201-1200 48-INCH PIPE CULVERT

8 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1650 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

4 EACH $____________ $____________

A1660 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

16 EACH $____________ $____________

A1670 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

4 EACH $____________ $____________

A1680 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

A1690 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT

1 EACH $____________ $____________

A1700 60404-1000 CATCH BASIN, FLH TYPE 1

2 EACH $____________ $____________

A1710 60412-2000 REMOVE AND RESET MANHOLE FRAME AND COVER

3 EACH $____________ $____________

A1720 60704-0000 CLEANING CULVERT IN PLACE

4 EACH $____________ $____________

A1730 60901-8000 CURB, TIMBER

150 LNFT $____________ $____________

A1740 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (24" CATCH PAN)

4,810 LNFT $____________ $____________

A1750 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (12" SPILL PAN)

135 LNFT $____________ $____________

A1760 60920-0000 RESET WHEELSTOP

22 EACH $____________ $____________

A1770 61108-1000 ADJUST WATER VALVE

2 EACH $____________ $____________

A1780 61503-5000 MEDIAN, STONE (12" DEPTH)

240 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1790 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

6,000 LNFT $____________ $____________

A1800 61702-0600 TERMINAL SECTION, TYPE FLARED

26 EACH $____________ $____________

A1810 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G)

43 LNFT $____________ $____________

A1820 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G ANCHORED)

43 LNFT $____________ $____________

A1830 61904-0000 BOLLARD POST (REMOVABLE)

32 EACH $____________ $____________

A1840 61904-0000 BOLLARD POST

64 EACH $____________ $____________

A1850 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1860 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1870 62201-2050 ROLLER

60 HOUR $____________ $____________

A1880 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

60 HOUR $____________ $____________

A1890 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.5 CUBIC YARD MINIMUM

CAPACITY

40 HOUR $____________ $____________

A1900 62301-0000 GENERAL LABOR

120 HOUR $____________ $____________

A1910 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1920 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1930 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

98,900 SQYD $____________ $____________

A1940 62510-2000 SEEDING, HYDRAULIC METHOD

20.0 ACRE $____________ $____________

A1950 62515-2000 MULCHING, HYDRAULIC METHOD

20.0 ACRE $____________ $____________

A1960 62901-0300 ROLLED EROSION CONTROL PRODUCT, TYPE 1.C

8,500 SQYD $____________ $____________

A1970 63301-0000 SIGN SYSTEM

85 EACH $____________ $____________

A1980 63309-0100 DELINEATOR, TYPE 1

270 EACH $____________ $____________

A1990 63313-0000 RUMBLE STRIP

1,850 LNFT $____________ $____________

A2000 63313-1000 RUMBLE STRIP, SHOULDER

3,030 LNFT $____________ $____________

A2010 63316-1000 REMOVE AND RESET SIGN

23 EACH $____________ $____________

A2020 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

68,950 LNFT $____________ $____________

A2030 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

1,960 LNFT $____________ $____________

A2040 63403-0400 PAVEMENT MARKINGS, TYPE D

1,600 SQFT $____________ $____________

A2050 63405-1300 PAVEMENT MARKINGS, TYPE D, TURN ARROW

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A2060 63405-1500 PAVEMENT MARKINGS, TYPE D, "STOP" WORD MESSAGE

14 EACH $____________ $____________

A2070 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

A2080 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A2090 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

150 EACH $____________ $____________

A2100 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A2110 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

2 EACH $____________ $____________

A2120 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

2 EACH $____________ $____________

A2130 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

2 EACH $____________ $____________

A2140 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A2150 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER (STRUCTURE

MOUNTED)

200 LNFT $____________ $____________

A2160 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

250 LNFT $____________ $____________

A2170 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

67,500 LNFT $____________ $____________

A2180 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

650.0 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A2190 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,200 HOUR $____________ $____________

A2200 63610-2300 CONDUIT, 3-INCH, RIGID GALVANIZED STEEL

230 LNFT $____________ $____________

A2210 63621-2000 UTILITY BOX, TELEPHONE PULLBOX

2 EACH $____________ $____________

A2220 64604-3000 FIXTURE, PEDESTRIAN RAILING

670 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

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A1070 15401-0000 CONTRACTOR TESTING (GOVERNMENT-FURNISHED FIELD LABORATORY)

ALL LPSM $___LPSM_____ $____________

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A - 16

Contract Quantity Pay Items

20302-2500 REMOVAL OF HANDRAIL (STEEL GUARDRAIL)

20302-2500 REMOVAL OF HANDRAIL (PEDESTRIAN RAILING)

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-2000 REINFORCING STEEL, EPOXY COATED

61901-1300 FENCE, CHAIN LINK

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

X1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X1010 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.160 MILE $____________ $____________

X1020 15210-3000 CENTERLINE, VERIFICATION AND STAKING

1.250 MILE $____________ $____________

X1030 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.310 MILE $____________ $____________

X1040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X1050 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X1060 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X1070 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

125 LNFT $____________ $____________

X1080 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X1090 20102-0000 CLEARING AND GRUBBING

ALL LPSM $___LPSM_____ $____________

X1100 20301-2000 REMOVAL OF PIPE END SECTION

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 17

X1110 20301-2400 REMOVAL OF SIGN

17 EACH $____________ $____________

X1120 20302-0400 REMOVAL OF CURB, ASPHALT

510 LNFT $____________ $____________

X1130 20302-0500 REMOVAL OF CURB, CONCRETE

30 LNFT $____________ $____________

X1140 20302-1200 REMOVAL OF GUARDRAIL

570 LNFT $____________ $____________

X1150 20302-2500 REMOVAL OF HANDRAIL (STEEL GUARDRAIL)

200 LNFT $____________ $____________

X1160 20302-2500 REMOVAL OF HANDRAIL (PEDESTRIAN RAILING)

125 LNFT $____________ $____________

X1170 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

630 SQYD $____________ $____________

X1180 20401-0000 ROADWAY EXCAVATION

1,480 CUYD $____________ $____________

X1190 20402-0000 SUBEXCAVATION

1,244 CUYD $____________ $____________

X1200 21101-2000 ROADWAY OBLITERATION, METHOD 2

180 SQYD $____________ $____________

X1210 25126-0000 REMOVE AND RESET BOULDER

5 EACH $____________ $____________

X1220 30202-2000 ROADWAY AGGREGATE, METHOD 2

3,900 TON $____________ $____________

X1230 30302-1000 DITCH RECONDITIONING

200 LNFT $____________ $____________

X1240 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

17,750 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 18

X1250 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

7,150 TON $____________ $____________

X1270 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

70 TON $____________ $____________

X1290 40601-0000 FOG SEAL

11 TON $____________ $____________

X1300 41102-1000 PRIME COAT, METHOD 1

25,575 SQYD $____________ $____________

X1310 41105-0000 BLOTTER

25 TON $____________ $____________

X1320 41201-0000 TACK COAT

12 TON $____________ $____________

X1330 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

40 CUYD $____________ $____________

X1340 55401-2000 REINFORCING STEEL, EPOXY COATED

3,225 LB $____________ $____________

X1350 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

X1360 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

610 LNFT $____________ $____________

X1370 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (16" SPILL PAN)

160 LNFT $____________ $____________

X1380 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (12" SPILL PAN)

170 LNFT $____________ $____________

X1390 60920-0000 RESET WHEELSTOP

7 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 19

X1400 61503-5000 MEDIAN, STONE

100 SQYD $____________ $____________

X1410 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

400 LNFT $____________ $____________

X1420 61702-0600 TERMINAL SECTION, TYPE FLARED

2 EACH $____________ $____________

X1430 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G)

82 LNFT $____________ $____________

X1440 61901-1300 FENCE, CHAIN LINK

250 LNFT $____________ $____________

X1450 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

15,514 SQYD $____________ $____________

X1460 62510-2000 SEEDING, HYDRAULIC METHOD

3.0 ACRE $____________ $____________

X1470 62515-2000 MULCHING, HYDRAULIC METHOD

3.0 ACRE $____________ $____________

X1480 63301-0000 SIGN SYSTEM

22 EACH $____________ $____________

X1490 63309-0100 DELINEATOR, TYPE 1

110 EACH $____________ $____________

X1500 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

X1510 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

27,200 LNFT $____________ $____________

X1520 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

2,899 LNFT $____________ $____________

X1530 63403-0400 PAVEMENT MARKINGS, TYPE D

80 SQFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 20

X1540 63405-1300 PAVEMENT MARKINGS, TYPE D, TURN ARROW

2 EACH $____________ $____________

X1550 63405-1500 PAVEMENT MARKINGS, TYPE D, "STOP" WORD MESSAGE

1 EACH $____________ $____________

X1560 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

X1570 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

X1580 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

X1590 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

150 EACH $____________ $____________

X1600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

X1610 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

2 EACH $____________ $____________

X1620 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

2 EACH $____________ $____________

X1630 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

2 EACH $____________ $____________

X1640 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

30,836 LNFT $____________ $____________

X1650 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

500 SQFT $____________ $____________

X1660 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,000 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Joe.Wilson Typewritten Text

A - 21

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Joe.Wilson Typewritten Text

X1050 15401-0000 CONTRACTOR TESTING (GOVERNMENT-FURNISHED FIELD LABORATORY)

ALL LPSM $___LPSM_____ $____________

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A - 22

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

Y1000 15210-3000 CENTERLINE, VERIFICATION AND STAKING

0.620 MILE $____________ $____________

Y1010 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y1030 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y1040 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y1050 20102-0000 CLEARING AND GRUBBING

ALL LPSM $___LPSM_____ $____________

Y1060 20301-2400 REMOVAL OF SIGN

2 EACH $____________ $____________

Y1070 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,350 TON $____________ $____________

Y1080 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

9,200 SQYD $____________ $____________

Y1090 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

3,660 TON $____________ $____________

Y1110 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

36 TON $____________ $____________

Y1130 40601-0000 FOG SEAL

5.0 TON $____________ $____________

Y1140 41102-1000 PRIME COAT, METHOD 1

11,650 SQYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 23

Y1150 41105-0000 BLOTTER

12 TON $____________ $____________

Y1160 41201-0000 TACK COAT

5.0 TON $____________ $____________

Y1170 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

Y1180 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

5,960 SQYD $____________ $____________

Y1190 62510-2000 SEEDING, HYDRAULIC METHOD

1.0 ACRE $____________ $____________

Y1200 62515-2000 MULCHING, HYDRAULIC METHOD

1.0 ACRE $____________ $____________

Y1210 63301-0000 SIGN SYSTEM

2 EACH $____________ $____________

Y1220 63309-0100 DELINEATOR, TYPE 1

34 EACH $____________ $____________

Y1230 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

Y1240 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

13,800 LNFT $____________ $____________

Y1250 63403-0400 PAVEMENT MARKINGS, TYPE D

260 SQFT $____________ $____________

Y1260 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Y1270 64620-0400 REMOVE AND RESET MAILBOX

1 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 24

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Joe.Wilson Typewritten Text

Y1020 15401-0000 CONTRACTOR TESTING (GOVERNMENT-FURNISHED FIELD LABORATORY)

ALL LPSM $___LPSM_____ $____________

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A - 25

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

Z1000 15210-3000 CENTERLINE, VERIFICATION AND STAKING

0.950 MILE $____________ $____________

Z1010 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Z1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Z1030 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Z1040 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

65 LNFT $____________ $____________

Z1050 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Z1060 20102-0000 CLEARING AND GRUBBING

ALL LPSM $___LPSM_____ $____________

Z1070 20301-2400 REMOVAL OF SIGN

13 EACH $____________ $____________

Z1080 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,240 TON $____________ $____________

Z1090 30402-5100 FULL DEPTH RECLAMATION, METHOD 2, 3-INCH DEPTH

7,780 SQYD $____________ $____________

Z1100 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

5,960 SQYD $____________ $____________

Z1110 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

3,500 TON $____________ $____________

Z1130 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

34.0 TON $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

A - 26

Z1150 40601-0000 FOG SEAL

6.5 TON $____________ $____________

Z1160 41102-1000 PRIME COAT, METHOD 1

15,580 SQYD $____________ $____________

Z1170 41105-0000 BLOTTER

15 TON $____________ $____________

Z1180 41201-0000 TACK COAT

7.0 TON $____________ $____________

Z1190 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

10,660 SQYD $____________ $____________

Z1200 62510-2000 SEEDING, HYDRAULIC METHOD

2.0 ACRE $____________ $____________

Z1210 62515-2000 MULCHING, HYDRAULIC METHOD

2.0 ACRE $____________ $____________

Z1220 63301-0000 SIGN SYSTEM

13 EACH $____________ $____________

Z1230 63309-0100 DELINEATOR, TYPE 1

160 EACH $____________ $____________

Z1240 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

19,800 LNFT $____________ $____________

Z1250 63403-0400 PAVEMENT MARKINGS, TYPE D

90 SQFT $____________ $____________

Z1260 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Joe.Wilson Typewritten Text

Z1020 15401-0000 CONTRACTOR TESTING (GOVERNMENT-FURNISHED FIELD LABORATORY)

ALL LPSM $___LPSM_____ $____________

A - 27

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 6)

Schedule X - Option(A - 16)

Schedule Y - Option(A - 22)

Schedule Z - Option(A - 25)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

A-28

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

It is understood and agreed that the materials and components listed in Subpart 25.1 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-29

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.

B-1

BID BOND

(See instructions on reverse)

DATE BOND EXECUTED (Must not be later than bid opening date)

OMB NO. 9000-0045

Public reporting burden for this collection of information is estimated to average 25 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat (MVR), Federal Acquisition Policy Division, GSA, Washington, D.C. 20405.

PRINCIPAL (Legal name and business address)

TYPE OF ORGANIZATION (AX@ one)

INDIVIDUAL PARTNERSHIP

JOINT VENTURE CORPORATION

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PENAL SUM OF BOND

BID IDENTIFICATION

PERCENT OF

BID PRICE

AMOUNT NOT TO EXCEED

BID DATE

INVITATION NO.

DTFH6815B00019

20 PERCENT

MILLION(S)

THOUSAND(S)

HUNDRED(S)

CENTS

FOR (Construction, Supplies or Services)

CONSTRUCTION

OBLIGATION:

We, the Principal and Surety(ies) are firmly bound to the United States of…